The URL can be used to link to this page

Plans (9) BU P2011 -00100 'r r _ - --- __ ,,,,,4„„.. ,.. .......... ‘,. , _ " . . V 3`, Si; m SPECIAL INSPECTION REQUIRED REC�'�'�E c � N State-of Oregon Structural Specialty Code 1 l _ Ngi o CITY OF T IGARD MAY 20 1 ABBREVIATIONS �/ rti2 `1. N. C ncrQte and RQinforcing Steel NO..1( SHEET TITLE U U in Concrete ...... ..=.................. Conditionally PP �~[ - ,sN e Bolts InstalledCo c etei Ulf 1 Y 01GARD & And I.D. Inside Diameter (Dim.) A roved............ ' Lu �? L Angle INSUL. insulation , T2.0 OCCUPANCY AND EXIT DIAGRAM - See Letter to:Follow. ,,,..,( I T1.0 TITLE SHEET At INT. Interior 0 Special Moment-Resisting Concrete Frame Attached { BUILDIhf )IVISIOr a 0 Reinforcing Steel & Prestressing Steel Tendons , , �" d 1 .PYA m Centerline JAN. Janitor Permit :�. it 0Diameter or Round JT. Joint YIr C101 CCIVIL COVER SHEET22 r # Pound or Number E 0 Structural Welding Y., , By: G-.'": l Date: 'PM C102 = .. .c ( } Existing K.E.C. Kitchen Equipment Contractor i U C103 EXISTING CONDITIONS AND DEMOLITION PLAN rn ABV. Above KIT. Kitchen 0 High-Strength ' o C104 11433 SW PACIFIC HIGHWAY DEDICATION PLAN LAB. Laboratory Bolting 4 } s ' �.. .� ACOUS. Acoustical LAM. Laminate A.C. Asphaltic Concrete LAV. Lavatory 0 Structural Masonry ` ° = C105 SITE PLAN .0 A.D. Area Drain �' F r1, U 2 Lbs. Pounds ' C106 ON-SITE GRADING PLAN L a ADJ. Adjustable LKR. Locker 0 Reinforced Gypsum Concrete y Q I E ,., A.F.F. Above Finished Floor L/P Laminated Plastic oFGARD C107 11433 SW PACIFIC HWY PLAN & PROFILE " - AGGR. Aggregate © InsulatingConcrete Fill - C �CLC108 SITE STORM PLAN >ye °' LT. Light AL. Aluminum . MAX. Maximum rn o APPROX. Approximate M.C. Medicine Cabinet 0 Spray Applied Fire-Resistive Materials ConditionatlyApproved..............IL ] C109 SITE SANITARY & WATER PLAN o w ARCH. Architectural MECH. Mechanical See Letter to:Follow..................[ I C110 ODOT FRONTAGE DETAILS §c ASPH. Asphalt MEMB. Membrane 0 Pilings, Drilled Piers and Caissons A .. ham. IA cc o Z BD. Board MET. Metal 0 ShotCrete �{ - r r C111 ON-SITE CONSTRUCTION DETAILS W = J BITUM. Bituminous MFR. Manufacturer 1 MH. Manhole Ada'-:• t' irfiwniar o � � C112 ON-SITE CONSTRUCTION DETAILS � N � "J ■ UBLDG. Building MIN. Minimum 0 Special Grading, Excavation and Filling 11433 SW PACIFIC HI HWAY By: f �` Date: I C113 ON-SITE CONSTRUCTION DETAILS BLK. Block MIR. Mirror 0114 ON-SITE CONSTRUCTION DETAILS BLKG. Blocking MISC. Miscellaneous 0 Smoke-Control Systems BM. Beam M.O. Masonry Opening BOT. Bottom MTD. Mounted 0 Other Inspections L1.0 PLANTING PLAN CLIENT C� MUL. Mullion TIGARDCAB. Cabinet OREGON L2.0 IRRIGATION PLAN C) C.B. Catch Basin N North , L3.0 LANDSCAPE DETAILS N. CEM. Cement N.I.C. Not In Contract CER. Ceramic NO. or # Number A1.0 SITE PLAN r:t C.I. Cast Iron NOM. Nominal GENERAL NOTES PROTOTYPE T-22-14 (MODIFIED FOR KWKG FRANCHISE) A1.1 OREGON BUILDING ENVELOPE COMPLIANCE C.G. Corner Gourd N.T.S. Not To Scale O C.K.E. Carl Katchner Enterprises A2.0 FRAMING PLAN ., CLC. Ceiling O.A. Overall CLKG. Caulking OBS. Obscure A3.0 FLOOR PLAN & DETAILS CV W CLO. Closet O.C. On Center A3.1 PLYWOOD BACKING PLAN r J CLR. Clear O.D. Outside Diameter (dim.) 1. DIMENSIONS TAKE PRECEDENCE OVER SCALE. IF DIMENSIONAL Q N. C.O. Cased OpeningO.F. Overflow ERRORS OCCUR, CONTRACTOR SHALL NOTIFY THE OWNER PRIOR 26. Sneeze guards shall comply with NSF requirements. 46. The cooking equipment must be spaced six 6 inches A4.0 EXTERIOR ELEVATIONS & DETAILS OFF. Office TO COMMENCEMENT OF THAT PORTION OF WORK. ENVIRONMENTAL HEALTH SERVICES PLAN NOTES 9 P Y q , P O U � . 1- COL. Column apart and from adjacent walls, or flashed together and to A5.0 EXTERIOR ELEVATIONS CONC. Concrete OPNG. Opening 27. All hoods shall be U.L. listed. Each hood shall be Z z CO 2. BY SUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES A THOROUGH REVIEW OF 1. The type of food facility is 100% single service. constructed and installed to all U.L. specifications. the walls, or the cooking equipment must be equipped with X CONN. Connection OPP. Opposite THE CONSTRUCTION DOCUMENTS, SPECIFICATIONS, PROJECT PREMISES, AND ALL p commercial castors and quick disconnect gas lines. A6.0 REFLECTED CEILING PLAN & DETAILS O O CNJ CONSTR. Construction ADDENDA CONTEMPLATED FOR THE PROJECT. THE BID PRICE SHOULD INCLUDE 2. No alcoholic beverages shall be consumed on the premises. rnn CX? P.C. PlumbingContractor 28. Type I hood duct must have welded seams. A7.0 ROOF PLAN & DETAILS v m CONT. Continuous ALL ITEMS PERTAINING AND IDENTIFIED WITHIN THE PROJECT UMITS OF CONSTRUCTION 47. The lines from the syrup tanks to the drink disp. head y . J Cfl CORR. Corridor PRCST. Pre-cast IDENTIFIED IN THE DOCUMENTS. ANY DISCREPANCIES NOTED REGARDING SCOPE 3. The number f employees per shift (including owners 29. An interlockingswitch shall be provided between hood must be enclosed in a chase. Use a rigid material, i.e., A8.0 BUILDING SECTIONS ,J OF WORK, DRAWINGS, OR BID INSTRUCTIONS SHOULD BE BROUGHT TO THE ATTENTION exhaust and make upair systems. plaster, opening CTSK. Countersunk PL. Plate and mangers is six 6). P foam, etc to seal the o enin of the bev. cond. line A9.0 WALL SECTIONS O CNTR. Counter P.LAM. Plastic Laminate OF THE CKE PROJECT MANAGER. ALL MATERIALS, UNLESS OTHERWISE NOTED, YI ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. IT IS NOT THE INTENT 4$. Cam r RAS. Plaster 4. The food facility is served b The City's municipal water. 30. The tile floor shall have a smooth surface under all Compressors and carbonators are to be supported off the CTR. Center PLYWD. Plywood OF THESE DOCUMENTS TO PRESCRIBE E MCOR METHODS ANYPORTION ANY TRADE, Y Y Y P equipment, and that the walk ways will have a light texture only. floor on six (6) inch high, easilycleanable legs or in an A9.1 WALL SECTIONS Y CONTRACTOR OR VENDOR REQUIRED TO COMPLETE OF THEIR WORK. 9 Y g DBL. Double PR. Pair NO EXCLUSIONS FOR SUCH SHALL BE PERMITTED. 5. The food facility is serviced by The City's municipal otherwise approved manner. A10.0 DETAILS PT. Point sewer district. 31. used. PROJECT No floor mats shall be DEPT. Department49. Hoods and mechanical vent must comply w/all req as set A10.1 DETAILS DET. Detail P.T.D. Paper Towel Dispenser 3. SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR AND OBTAIN ALL 32. All construction must conform with these approvedplans. forth in the current edition of the OREGON Mech. Code, as r P.O.S. Point of Sale 6. All Plumbing electrical, and gas lines shall be concealed P to 3 D.F. Drinking Fountain PERMITS, LICENSES AND PAY REQUIRED FEES. within the buildin structure to as great extent as possible. Alterations or changes to these plans must have prior approval adopted by the local building and fire authority. A10.2 TRASH ENCLOSURE o PIN. Partition g g P bythe Plan Check Section of Environmental Health. o N D.F.C. Down From Ceiling p Receptacle 50. The canopy-type exhaust hood shall extend a minimum of A11.0 INTERIOR ELEVATIONS I P.T.R. Paper Towel 4. EACH TOILET ROOM SHALL BE PROVIDED WITH A FORCED DRAFT DIA. Diameter7. All sinks and lavatories i the food facility will be supplied 33. All construction work must conform to local building codes six 6 inches beyond the outer edges of the cooking surfaces Z DIM. Dimension PVC Polyvinylchloride VENTILATION SYSTEM EFFECTING AN AIR CHANGE EACH FIVE MINUTES. with hot minimum 140F) and cold running water under pressure. g ( ) Y g g Al2.0 INTERIOR ELEVATIONS z O - DISP. Dispenser and have necessary approvals from the local building and fire as measured from the inside edge of the hood. - _ Q.T. Quarry Tile 5. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF STUDS, WOOD authority. Al2.1 INTERIOR ELEVATIONS & DETAILS vi (A DN, Down R. Riser COLUMN OR GRID LINES UNLESS OTHERWISE NOTED OR DETAILED 8. All lavatories or hand sinks will have a combination faucet 51. Flash the exhaust hood to the walls and ceiling. in w 0 D.O. Door Opening RAD. Radius or remixing faucet capable of supplyingwarm water for a 34. When finish work is approximately 75% to 80% completed, A13.0 WINDOW, DOOR, FINISH, MATERIAL SCHEDULES a '� a DWR. Drawer 6. ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS ON THE min mum of 10 seconds with _plumbing, ventilation and equipment installed, you must call 52. All joints and seams of exhaust hoods shall be constructed & DOOR TYPES ix z Z R.D. Roof Drain �, Z D.S. Downspout PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION the Specialistassigned to review your plans for a preliminary insp. to be tight and easily cleanable. W O C-) 0 REF. Reference Requests should be made of leas two working days in advance. E C3 Q 0 D.S.P. Dry Standpipe OF THE OWNER PRIOR TO BIDDING AND/OR BEFORE PROCEEDING q 9 Y REFR. Refrigerator 9. Shelving over wet areas (sinks, mop sinks, etc.) will be metal. 53. Provide a dry food storeroom or area w/ a min. of 32 linear S-1 FOUNDATION PLAN & DETAILS CL Li DWG. DrawingWITH ANY WORK. RGTR. Register 35. Upon completion of 100% of the construction, including foot of dedicated floor space for approved back-up storage S-2 ROOF FRAMING PLANIx REINF. Reinforced 7. CEILING HEIGHTS NOTED ON FINISH SCHEDULE ARE FROM FINISH 10. All exterior doors shall be self closing, all finishing work, you must call the Specialist assigned to shelving unis. All storage shelving must be accessible with 30 5 Z 3 p E. East REQ. Required TILE FLOOR TO FINISH CEILING. review your plans to arrange for a final inspection. You will inch aisle clearance. S-3 GENERAL NOTES & DETAILS re a N EA. Each RESIL. Resilient not be issued a Health Permit until you pass a final inspection. se aC ' E.C. Electrical Contractor 8. FOR SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL DUCT 11• The air screen over the door will have a minimum velocity In no case should a final inspection be requested less than two 54. A shelving unit shall be a min. 18 inches in depth and three S-4 STRUCTURAL DETAILS J in E.J. Expansion Joint RM. Room WORK, SEE MECHANICAL DRAWINGS. of 1600 feet per minute measured 3 feet above the ground. working days prior to the proposed opening of the establishment. tiers high. For example, eight shelving units, each of which a Q K} ce P R.O. Rough Opening S-5 SPECIAL INSPECTIONS TABLE a i_ M EL. Elevation RWD. Redwood p g 12. Allo enable windows vent openings or other similar openings is four foot long and three tiers high, would equal 32 linear N Q ELEC. Electrical 9. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT P { 36. Provide minimum 36 inch wide aisle in traffic areas. feet of shelving units. 1 L,u R.W.L. Rain Water Leader must be provided with h tight fitting screens or minimum FIELD INSPECTOR. (SEE SPECIFICATIONS) SEE K-3. 16 mesh to the inch. P2.0 SCHEDULES, NOTES AND LEGENDS �- I- ELEV. Elevation 37. Submit samples of quarry floor the with cove base and 55. The walk-in refrig./frzr. units must conform w/applicable EMER. Emergency S. South 10. UNLESS NOTED OTHERWISE, ALL SIGN OUTLETS INDICATED ON 13. Food service ass through windows shall not exceed 432 P rY NSF Intn'I, standards and be completely flashed to the bldg.'s P3.0 PLUMBING WASTE AND VENT PLAN ENCL. Enclosure P 9 ceiling panel for evaluation and approval prior to installation. S.C. Seating Contractor/Solid Core ELECTRICAL DRAWINGS SHALL BE LOCATED IN ATTIC SPACE. square inches. walls and ceiling. The areas above walk-in units may not be P3.1 SLAB PENETRATION PLAN E.P. Electrical Panelboard S.C.D. Seat Cover Dispenser used for storage. DRAWING TITLE EQ. Equal SCHED. Schedule 11. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR SUCH 14. Food service pass through windows exceeding 216 square 38. Floor surfaces in all areas in which food is prepared, P4.0 PLUMBING WATER PLAN AND RISER DIAGRAM EQPT. Equipment S.D. Soap Dispenser AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., inches must be provided with an air screen of minimum 600 packaged, or stored, where any utensil is washed, where 56. Provide a min. two inch clear between end wall and the EXST. Existing SECT. Section SAME SHALL BE SPRAY PAINTED TO MATCH THE ADJACENT SURFACE. fpm velocity. refuse or garbage is stored, Where janitorial facilities are (3) compartment sink, or integral end return. The end return P5.0 PLUMBING GAS PLAN AND RISER DIAGRAM EXPO. Exposed SH. Shelf located, in all toilet and hand washing areas and in employee must extend u the wall at least eight inches and be sealed - 12. SUBCONTRACTORS SHALL, IN THE WORK OF THEIR TRADES, PERFORM 15. A minimum o 20 foot candles (215 lux) of light change and storage areas shall be of an approved type that to the wall. P g MIA GENERAL MECHANICAL NOTES-SCHEDULES EXP. p Expansion SHR. Shower measured 30' off floor shall be provided in all- food preparation, continues u the wall four 4 inches, in a seamless manner, EXT. Exterior ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING, AND P P P p O , SHT. Sheet THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY manufacturing packaging and processing areas and where forming a 3/8 inch min. radius cove as an integral unit. 57. Hand wash cleanser and single-use san. towels must be provided M2.0 MECHANICAL FLOOR PLAN SIM. Similar DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF utensils are cleaned . in permanently installed disp. at all hand wash facilities. Hot air F.A. Fire Alarm S.N.D. SanitaryNapkin Dispenser M3.0 MECHANICAL ROOF PLAN F.B. Flat Bed THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION 39. Wall surfaces in the food preparation and related areas must blowers may e provided in lieu of the hand towel dispenser. S.N.R. Sanitary Napkin Receptacle OF THE OWNER. 16. A n1in. Of 10 foot candles (10$ lux) of light measured bed wall, coated with a light color semi-gloss enamel; or (see plans) M4.0 MECHANICAL HOOD DETAILS F.D. Floor Drain SPEC. Specification 30 off floor shall be provided in all food and utensil rY 9 9 EDN. Foundation p storage rooms, refri orated storage, toilet and dressing ro rns' CC the equivalent. note: light colored is defined as having a light M5.0 MECHANICAL NOTES SQ. square 13. PROVIDE SOLID BLOCKING BEHIND ALL SIGNS, TOILET ROOM g g g g reflectance value of 70% or greater) see lans 58. Provide a chemical storage shelf and mo rack at janitor area. W F.E. Fire Extinguisher alcoholic beverage preparation and utensil cleaning areas back g ( plans) g p 1 M6.0 MECHANICAL NOTES 5.5T.or S.S. Stainless Steel FIXTURES, KITCHEN EQUIPMENT FIXTURES, LIGHTING FIXTURES, bar area). F.E.C. Fire Extinguisher Cab. S.SK. Service Sink AND WHERE SHOWN ON PLANS. 40. The wall surfaces behind sinks equipped hand spray F.H.C. Fire Hose Cabinet w/ P Y 59. All conduit not concealed walls must be installed 6 M7.0 OREGON HVAC COMPLIANCE DOCUMENTS O STA. Station 17. All areas of food facilityare to be pprpvided with minimum units shall be covered w/fiberglass reinforced polyester (FRP) inches off the floor and 1/2 inch away from walls. FIN. Finish 14. ALL MATERIALS AND EQUIPMENT SPECIFIED ARE THE REQUIREMENTS 20 foot candles of lighmeasured SO' off floor during general stainless steel or the equivalent. The approved wall cover , STD. Standard FL. FloorOF THE OWNER AND ARE TO BE USED AS SPECIFIED. NO SUBSTITU- q E0.1 ELECTRICAL SITE PLAN U SIL. Steel cleanup activities. must extend up the wall at least four (4) feet from the back FLASH. Flashing STOR. Storage TIONS WILL BE PERMITTED. splash and cover the walls behind the sink and accompanying 9 � � E1.0 OREGON ENERGY LIGHTING COMPLIANCE _� FLOUR. Fluorescent STRL. Structural 18. Shatter shields for all lights above food preparation work drainboards. see plans F.O.C. Face of Concrete 15. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, E2.0 ELECTRIC PANELS1. SUSP. Suspended and storage areas shall be provided. F.O.F. Face of Finish ETC., ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND 41. The ceiling surfaces in all food related areas must be E3.0 ELECTRICAL ROUGH-IN PLAN SYM. Symmetrical FINISHED SAME AS ADJACENT MATERIALS. smooth, nonabsorbent, durable, washable and light in color. ATTENTION CONTRACTORS BID NOTES F.O.S. Face of Studs 19. The min. size sink compartment shall be 18%18%12" deep, 9 F.P.C. Fire Protection Contractor TDD. Tread 16. SLOPE ALL FINISHED GRADES AWAY FROM THE BUILDING. with a minimum 18 digin board at each end. If against a 1. IN C.K.E.'S CONTINUED EFFORT TO PROVIDE THE MOST COST EFFICIENT E4.0 ELECTRICAL EQUIPMENT, SCHEDULES, NOTES, F.P.M. Feet Per Minute wall, it must have an 8 integral backsplash and it must be 42. NSF International standards are used as a guide in the PROJECT, THIS SET OF PLANS & SPECS WILL BE DIFFERENT FROM PREVIOUSLY & DETAILS T.B. Towel Bar capable of accommodating the largest utensils to be washed. evaluation of food service related equipment and its installation. F.S. Full Size T.C. Top of Curb 17. TYPICAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN_ P 9 9BID PROJECTS. THESE PLANS & SPECS REFLECT OUR CURRENT STANDARDS & FT. Foot or Feet TEL Telephone Sc METHODS OF CONSTRUCTION AS WELL AS SITE SPECIFIC ITEMS_ IT IS THE E5.0 ELECTRICAL LIGHTING PLAN r p 18. GLASS AND GLAZING SHALL CONFORM TO CHAPTER 24 C.B.C. 20. Each handwashing sink must have a wall mounted single 43. All new and used food service e ui ment is sub ect to final i FTG. Footing TER. Terrazzo service towel and soapdispenser. equipment J G.C.'s RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS, E6.0 ELECTRICAL ROOF PLAN FURN. Furnished P approval by this agency, as determined at the time of & THAT THEIR BID BE BASED SOLELY ON THE CONTENTS WITHIN THESE C\I REVISIONS T&G Tongue and Groove 19. GENERAL CONTRACTOR TO INSTALL ROOM CAPACITY SIGN SUPPLIED the field inspections. BID DOCUMENTS. E7.0 ELECTRICAL SCHEDULE, SYMBOL LIST CV FURR. Furring THK. Thick BY THE OWNER AND SHALL BE TO THE SATISFACTION OF THE 21. Toilet room, anteroom and dressing room doors must be Q FUT. Future T.P. Top of Pavement BUILDING AND FIRE DEPARTMENT. self-closing, tight-fitting. 44. All equipment, includingshelving, must be supported by & DIAGRAM z GA. Gauge T.P.R. Toilet Paper Dispenser �' PP 2. REFER TO ENVIRONMENTAL HEALTH NOTES ON THIS SHEET FOR THE REQUIRED GALV. Galvanized 20. FINISHES AND MATERIALS OMITTED OR UNCLEAR SHALL BE 22. Provide a minimum of 12 air changes per hour ventilation six ( ) Inch high, easily cleanable legs, Commercial castors ITEMS REGARDING EACH RELATED TRADES. T.V. Television or completely sealed in position on a four (4) inch high K1.0 EQUIPMENT PLAN ,...% 0 G.B. Grab Bar VERIFIED WITH OWNER PRIOR TO SUBMISSION OF BIDS. to all toilet and dressing rooms. T.W. Top of Wall continuous concrete curb w/coved base to facilitate ease 3. BIDDER'S ARE REQUIRED TO VISIT SITE & VERIFY CONDITIONS PRIOR K2.0 REFRIGERATION PLAN, SCHEDULES & DETAILS G.I. Galvanized Iron THP. Typical 23. Locate floor sinks so that they are easily accessible for of cleaning. TO SUBMITTING BIDS. GL. Glass 21. ALL MATERIALS SHALL BE NEW AND QUALITY ACCEPTABLE TO THE cleaning and servicing. K3.0 FIRE PROTECTION PLAN & DETAILS cc G.C. General Contractor ARCHITECT AND OWNER. ALL MATERIALS SHALL MEET A.S.T.M. 45. All curb mounted equipment and cabinetrymust be sealed 0 UNE. Unfinished 4. SUBCONTRACTORS WORK MAY INCLUDE WORK IN CONJUNCTION WITH OTHER K4.0 EQUIPMENT DETAILS W STANDARDS AND ALL APPLICABLE ORDINANCES. CONDEMNED r CND. Ground U.O.N. Unless Otherwise Noted 24. Floor sinks located under equipment must be 50% exposed to the curb in an approved manner. Silicone sealant is TRADES. IT SHALL BE THE G.C.'s RESPONSIBILITY TO MAKE SURE THAT GR. Grade UR. Urinal MATERIALS SHALL BE PROMPTLY REMOVED AND ANY DAMAGE CAUSED if no access is provided for cleaning. approved for use on joints or gaps less than 1/8 inch wide. THE SUBCONTRACTORS ARE FAMILIAR WITH ALL DWG.'S & SPECS. FOR K5.0 EQUIPMENT DETAILS > 0 GYP. Gypsum BY SUCH REMOVAL WILL BE MADE GOOD AT NO COST TO THE OWNER. If points or gaps are over 1/8 inch wide connector strips or THIS PROJECT & SHALL BE REFLECTED IN THE G.C.'s BID. 25. Soft drink, ice or other dispensers must be push button type, flashing used in conjunction w/sealant will be required. K6.0 EQUIPMENT DETAILS W VERT. Vertical 22. DRAPERIES, HANGINGS, CURTAINS AND ALL DECORATIVE MATERIAL or lever type where the lever contacts the container at Q H.B. Hose Bib VEST. Vestibule SHALL MEET CLASS III FIREPROOF SPECIFICATIONS. least one inch below the rim. 5. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE THE OWNER K7,0 SEATING PLAN & DETAILS H.C. Hollow Core PRIOR TO SUBMISSION OF BIDS. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY H/C Handicap W. West 23. ALL PUBLIC EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT FOR ANY CONFLICTS NOT IDENTIFIED PRIOR TO BID. 1 H.D. Heavy Duty W/ With THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SN1.0 SIGN PROGRAM STAMP HDWD. Hardwood W.C. Water Closet V HDWE. Hardware WD. Wood 24. GENERAL CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS To IDENTIFY ANY CONFLICTS AMONG THE WORKS OF VARIOUS TRADES AND GENERAL INFORMATION UTILITY INFORMATION VICINITY MAP N.T.S. PROJECT DIRECTORY ~ H.M. Hollow Metal W/o Without NOTIFY ARCHITECT/ENGINEER. ANY IDENTIFIED CONFLICTS AND THEIR HORIZ. Horizontal WP. Waterproof RESOLUTIONS SHALL BE REVIEWED AND APPROVED BY THE OWNER. O �� HR. Hour WSCT. Wainscot '�. 13474 HGT. Height WT. Weight A.) PROJECT INFORMATION GOVERNING AGENCY Appr+oved..y 4 i 25. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH CURRENT O.S.H.A. Conditional) Approved. NEI :E CITY OF TIGARD OWNER pPr4 Y �� REQUIREMENTS. 11433 SW PACIFIC HIGHWAY 503-639-4171 or W - ----.. 26. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED WCTM1S136AD TAX LOT 06000 7263G INC. SoOLCttet>bD:Follow..............�.,,[ � SYMBOLS7263 LYNWOOD CT. A ti' y TIGARD, OREGON ��'' gg, U AT APPROX. 36" A.F.F. LATCHING AND LOCKING DOORS THAT ARE IN . , WILSONVILLE, OR g�Q70 f �' THE PATH OF TRAVEL SHALL BE OPERATED WITH SINGLE EFFORT BY "` " «,r� ,, F.,imiiq;, 4- LWmHTN << ' .� -mss ``�� 1e Q (503) 682 8474 z iv BUILDING SECTION LEVER TYPE HARDWARE, PANIC BARS, OR PUSH-PULL (SEE SPECS), ELECTRIC COMPANY GAS COMPANY Ad. r „ ►�` ; SF 7////// MASONRY BLOCK ® DESIGNED TO PROVIDE PASSAGE WITHOUT THE ABILITY TO GRASP THE PGE NW NATURAL �' & ARCHITECT $ lit+i �� SHEET N0. OPENING HARDWARE. LOCKED DOORS WILL EXIT IN THE DIRECTION OF N/A '� e' r O BRIAN MOORELEEKA ARCHITECTURE AND PLANNING - TRAVEL. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 503-570-4406 503-226-4211 w I; f CONCRETE D DETAIL NO. 1402 SE CORA ST. " '.l VW SHEET NO. 27. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR B.) SUMMARY OF THE WORK S TE LOCATION PORTLAND oR s72vzinal inspection approval is EXTERIOR DOORS AND 5LBS FOR INTERIOR DOORS. SUCH PUSH AND THIS PROJECT CONSISTS OF THE FOLLOWING: (503)644-4222 p pp W DATE: 5-11 2011 PULL EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS. TELEPHONE COMPANY GEOTECHNICAL ENGINEER `s' '� required prior to occupancy. (J) VERIZON STRUCTURAL BLDG. - - - - PROPERTY LINE 12 DOOR NUMBER - 2786 SF GROSS SQUARE FEET GEOCON = I MILLER CONSULTING ENGINEERING < SUBMITTAL 0 28. THE HIGHEST OPERABLE PART OF THE PUBLIC TELEPHONE, IF OCCURS, JOE MENDEZ WESLEY SPANG ,ix: � ; ';+4 DATE: SHALL BE 48" A.F.F. MAXIMUM. TELEPHONE SHALL BF EQUIPPED WITH 503-644-9848 ' i' 7 9570 5W BARBUR BLVD. SUITE 100 CCI MECHANICAL, ELECTRICAL & PLUMBING WORK AS SHOWN PER THE ATTACHED DOCUMENTS (503) 626-9889 2 LIMITS OF A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE PORTLAND OR - - - - O WINDOW NUMBER RECEIVER CAP AND SHALL BE EQUIPPED WITH A VOLUME CONTROL 4 i. ro a 503 24 CONSTRUCTION CAPABLE OF PRODUCING A MINIMUM OF 12 dba AND A MAX. OF 18 dba - SITE WORK AS SHOWN PER THE ATTACHED DOCUMENTS „ ( ) 6-1250 . .5 Approved plans �_ CD I I STUD WALL - 2"x4" NAME ROOM NAME ABOVE NORMAL. WATER COMPANY ISL TUALATIN VALLEY WATER ffi t s•. � � G=y shall be on Oi site. - SITE AREA: 32,424 SF ZONE: C-G E4 ' KITTREDGE ENGINEERS S U) BID DATE: © 1 6 0.C. - U.N.O. I XXXX I ROOM NUMBER 29. INDUSTRY STANDARDS SHALL BE USED WHERE INSTALLATION OF N/A 6975 5W SAN URG STREET, SUITE 310 MATERIALS IS NEITHER DETAILED ON PLANS OR CALLED OUT IN SPECS. 503-642-1511 DB TR T, STRUCTURAL OR DETAIL N0./ ELEV. - LEGAL JURISDICTION: Tigard, Oregon F ` PORTLAND, OR 97223 � CKE No.: APPROVED-PLANS PQ 7/A-3 SHEET NO. 30. DEFERRED SUBMITTALS: MECHANICAL/PLUMBING INC UN-ATTAc>rr ATION BOOK z ARCH. NO.: 1075 FRAMED WOOD MEMBER .5C11 a. SPRINKLERS CABLE COMPANY > -r x y: THOMAS J. GERARD & ASSOCIATE b. FIRE ALARM C.) BUILDING CODE STNDARDS COMCAST - 2801 NORTH MONROE .�,[S CTURALCALCS SCALE: AS SHOWN ✓ FINISH WOODc. FIRE SUPPRESSION SYSTEM RFs SPOKANE WA 99205 EOTECH REPORT O 12 COLOR/FINISH N0. MisCDOCUM>ENT� V MEMBER d. TRUSSES ED EULER M 2008 OREGON ELECTRIC SPECIALTY CODE s �, ;�<,,::• um.. SHEET e. AWNINGS 2010 OREGON ENERGY EFFICIENCY SPECIALLY CODE 503-605-6096 ELECTRICAL z x X- (K) EQUIPMENT 2010 OREGON MECHANICAL SPECIALTY CODE 9 r� ` BRADFORD CONSULTING ENGINEERS V _i 2008 OREGON PLUMBING SPECIALTY CODE 0-- t, 7080 SW FIR LOOP SUITE 110 Y L 2010 OREGON STRUCTURAL SPECIALTY CODE z° PORTLAND OR 97223 T 1 ■ 0 ALIGN i OFFICE COPY 6 NORM IONMEMMI C_ y as N ,o 6 E C i c at-I E C o a iow c L C u� m w ` X61 Ii: L u) L O. a E N 0 N . 0 U)W o EXIT w 0 °°3 DISCHARGE W w n F ` Nce U : a r_ _ _ _ _1 CLIENT 0 - � - 1 I _g_ r I rt-- - I I r —1 a, 1_g_ Q1L _ EXIT 1 Li O ifs I r - - - - ® - F.E. 10 01181 N J U 0 NrJ r I ZXZC? ..L.L 07L I 00 CO WI o O . JCD CO j0 I 1 0_, 1 I LITII 0 P 1 IPROJECT .-II = c�1 >- 1 EXIT o Q PATH0 CW N S ® z 0II 2 w Ce Vi Ce z '� Z H1 III o 5 o I I I ® \ EXITPATH EXIT ■"'f � EXIT �"'� W !— 0- 11\ PATH PATH L.) ✓ L ,_..,_, T a 30 1 - . rr�ii �� ® ce Y = N •Q I F.E. J M ix F.E. c' N � Q 1- L _ _ EXIT 0 ce ,_ 1-- j gl PATH I J r I I1 1 0 EXIT II IDRAWING TITLE EXIT I I DISCHARGE i II EXIT0 EXIT PATH PATH 11-1 I L - - -1 II , U Z EXIT __ L z �_ Q 1111 PATH II I Q I1 ,,_ j W f(:1 I EXIT 1 I V Q I PATH Jo 1 I aMil I] � z CI _ EXIT F.E. "'�; -4-1 DISCHARGE 1 EXIT1 I 11 \ IL - -J 1- ,, F.E. 1 ('Si REVISIONS 1 La A 1 IT 1 Ai _ J a 0 CO cc A 111 I j 1 W L _I › r -L 11w 111 CL STAMP ASSEMBLY KITCHEN L, J AS O 01) (COMMERCIAL) ASSEMBLY (74 FIXED 0 �� # �r .- 1 � SEATS) � ~ NEL 3474E 1 ,130 sqft. AREA 71 sqft. AREA 785 sqft. YAL OCCUPANT LOAD = 6 TOTAL OCCUPANT LOAD = 5 TOTAL OCCUPANT LOAD = 74 TOTAL w �" 'Pi - ,p P 0 R AND, f RECON 0 e z �4 OF 'A' 0 0 [LI DATE: 4-20-2011 BLDG. GENEQ SUBMITTAL o RAL DIAGRAM NOTES 0° DATE: /1 z 1) REFER TO FIRE PROTECTION PLAN & DETAILS (SHEET K-3) FOR ADDITIONAL INFORMATION. / 0 BID DATE: 2) REFER TO ELECTRICAL DRAWINGS (SHEET E-5) FOR EXIT SIGNAGE. CE 3) REFER TO ELECTRICAL DRAWINGS (SHEET E-5) FOR EMERGENCY EGRESS LIGHTING. UJ CKE NO.: 4) ® REFER TO DOOR SCHEDULE (SHEET A-13) FOR DOOR/HARDWARE INFORMATION. Z ARCH. NO.: 1075 O SCALE: AS SHOWN Ili M0 SHEET a Z W 12 . 0 OCCUPANT LOAD & EXITING DIAGRAM CARL 'S JR - 1 1 4 3 3 sw pAcipic HIGHWAyC E C g �NBU U U E C Q O 13 LU N'] N (INCLUDES SW PACIFIC HYVY FRONTAGE IMPROVEMENTS) C ��iffi 3 2 0 v C H L c I L N Q VI i 1 CITY OF OREGON < g a o r o� 65 •. . . - / ' i. 1____ ii / 1 *' LT.,-- 0 \ LOCAT.�I�D INSE'CTION36AD N .1. ' ' (-.- ‘ : L---] W, .0:•!:!:iii.•71::.:::.:.::;4::.:96. ——-- '\' c( ) ! Og. TOWNSHIP I SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIANpyi W ..,, ,,,,,,,„ .::•:•:.: 4.....„, �'� . : t CLIENT Q o �� J I"----- -------_______, \ i 040 Aii. .............,.....star$4: sart: 1 , ...„..............,--.--occlon ado SITE ;gl , f I� ` , .,...,,... . . . ..... DEVELOPMENT TEAM 0-, k! :•' I -. „ x . ,,,,,,.!.:.x.:•:.:.:.:•:•:.:•: \ C--- - .- 1 0 ' DEVELOPER ARS!-�ITECT �, �-- " 4 t••.. I La I I I / w d- • • �` t 1 KWKG INC LEEKA ARCHITECTURE & PLANNING ,.- � O .__J 00 ` :• !' i 11 BE t / I P,O. BOX 1012 1402 SE CORA STREET V.." U 6,`.:- ONLY `` ' ' WILSONVILLE, OR 97070 PORTLAND, OR 97202 t ,i z Z ONO e* ---1 ,\ X ATTN: DAN GJURGEVICH ATTN: NEIL LEE 0 ., O ` 92® I'• PH: (503) 682-8474 PH: (503) 644-4222 4:84, U (n 1 A •,til Vi I!I I I l I I I I I I ��\ 1 FX: (503) 682-7035 FX: (503) 208-2246 / 0 ___I 0 t--' - I \� 'ir'® CIVIL ENGINEERSURVEYORmisinimi i \ PROJECT i/ 44. Eli ' _ \ KITTREDGE ENGINEERS, LLC FRONTIER LAND SURVEYING r ` ` � 1 6975 SW SANDBURG STREET, SUITE 310 2207B PORTLAND ROAD o < I PORTLAND, OREGON 97223 NEWBERG, OR 97132 N = �� 1 -1\ ATTN: CHRIS KITTREDGE, P.E. ATTN: DARREN HARR, PLS VICINITY MAP = Z 1 f''f litti-•• PH: (503) 620-7209 FX: (503) 620-4065 PH: (503) 538-4633 FX: (503) 538-4633 NOT TO SCALE d11, Eliy �`'IY V - ‘14‘ cd Z - Z i :a \.‘ 000 /r . i' ��. 1 W V 0- W 'r/ 1 y1 -1j ta* Z 0 0 . 1 I N ..• - - ' ---'- 99 SITE INFORMATION � Mo Nw I,►► DRAWING INDEX * 5-1 4iQ4 W P N,Cv� TAX MAP INFORMATION t c \-\\G ‘14‘ C10 . COVER SHEET 5 C102. CONSTRUCTION NOTES AND STREET SECTIONS TAX MAP AND TAX LOT: 1S1 36AD - TAX LOT 6000 SITE ADDRESS: 11433 SW PACIFIC HIGHWAY - TIGARD, OR C103. EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING TITLE LOCATION MAP C104. 11433 SW PACIFIC HIGHWAY DEDICATION PLAN NOT TO SCALE TOTAL AREA (ON-SITE) = 0.60 AC. (AFTER ROW DEDICATION) C105. SITE PLAN 11- C106. ON-SITE GRADING PLAN W LEGENDN C107. 11433 SW PACIFIC HWY PLAN & PROFILE Z0108. SITE STORM PLAN 0 EXTG CONIFEROUS TREE C109. SITE SANITARY & WATER PLAN EXTG FIRE HYDRANT C110. ODOT FRONTAGE DETAILS W EXTG WATER METER C111. ON-SITE CONSTRUCTION DETAILS 0 EXTG WATER VALVE r4 C112. ON-SITE CONSTRUCTION DETAILS V EXTG SANITARY SEWER CLEAN OUT osc C113. ON-SITE CONSTRUCTION DETAILS EXTG SANITARY SEWER MANHOLE 0 LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) C114. CONTECH STORMFILTER DETAILS EXTG SIGN - L-1 PLANTING PLAN EXTG MAILBOX r.ia L-2 IRRIGATION PLAN REVISIONS EXTG STORM SEWER CATCH BASIN ® THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571 F O'F Yo n IN LOCATION AND PROTECTION OF UNDERGROUND UTILITIES. OREGON LAW REQUIRES YOU s'4. GO EXTG GAS METER IN TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ~z [V n EXTG GAS VALVE AARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN c� �� (y COPIES OF THE RULES BY CALLING THE CENTER. 1 S E N C H MAR K Z EXTG GUY WIRE ANCHOR EXTG UTILITY POLE `o ',20� • 0 A EXTG ELECTRIC METER EM ENGINEER'S NOTE TO CONTRACTOR: 332- 1. FIELD WORK WAS COMPLETED DURING MARCH 2010. (7) EXTG GROUNDING POST Oa' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 2. BEARINGS ARE BASED ON WASHINGTON COUNTY W EXTG BOLLARD 0 THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SURVEY NO. 14,966. > SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EXTG FOUND PROPERTY CORNER MONUMENT • MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR W STAMP 5�;.,Z,p�1 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS 3. ELEVATIONS ARE BASED ON CITY OF PORTLAND CL OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. '561)13R421? RIGHT-OF-WAY UNE - - - - BENCHMARK NO. 3671 . THE BENCHMARK IS A BRASS \ I £R ,, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY DISK LOCATED IN THE CURB RETURN AT THE _�_' 53,750 PROPERTY LINE --- ------- FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, NORTHEAST CORNER OF SW PACIFIC HIGHWAY AND SW INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY / �j_� EXTG CURB AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL 65TH AVENUE. THE BENCHMARK ELEVATION 0 _ • _ - DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL EXTG EDGE OF PAVEMENT LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONVERTED TO THE NGVD 1929 DATUM IS 403.53 . [Y15%,,o f 2! ti o cz ENGINEER.EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 0_ /s P. K ti�4) EXTG FENCE LINE —0 C 0— 4. THE BOUNDARY AND EASEMENT(S) ARE BASED ON W /30 EXTG POWER LINE —P WR —PWR— CDISCREPANCIES TO ETRACTOR LLRIFY ENGIN ER PRORALLONS TO THE COMMENANDICEMENT ONS OF WORKAND SHALL �EPORT ALL CHICAGO TITLE INSURANCE COMPANY PRELIMINARY RENEWAL06 r1 TITLE REPORT NO. 472510477206TO-CTOR DATED C.} mummos EXTG OVERHEAD WIRE OH W OH W— JANUARY 22, 2010. Z DATE: 5-06-2011 EXTG GAS LINE GAS GAS----- BLDG. EXTG STORM SEWER LINE —STM —STM-- THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN FOR CENTERLINE OF PACIFIC HIGHWAY, O SUBMITTAL THAT NO UTILITY INFRASTRUCTURE IS DESIGNED CALCULATED POSITION OF CENTERLINE MONS W DATE: EXTG SANITARY SEWER LINE —SS SS TO BE WITHIN ONE FOOT OF A SURVEY MONUMENT SHOWN IN EXHIBITS G & H ON SN 27958 FROM (n EXTG WATER LINE WAT- —WAT— LOCATION SHOWN ON A SUBDIVISION OR PARTITION OFFSET MONS. CREATED ALIGNMENT FROM [( Q PLAT. NO DESIGN MODIFICATION NOR FINAL FIELD ODOT ROW MAPS 5B-24-2 AND 3B-22-3. CO BID DATE: PROPOSED CURB LOCATION CHANGE SHALL BE PERMITTED IF IT HELD DISTANCE FROM MON IN EXHBIT H TO PSC AT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMM AT STATION 200+70 PER SN 6789 AND CKE NO.: PROPOSED LYNCH STYLE CB ❑® WOULD CAUSE ANY UTILITY INFRASTRUCTURES TO ROTATED TO MATCH. HELD MONUMENT IN KITTRE E EERS, LLC PROPOSED STORE! UNE BE PLACED WITHIN THE PROHIBITED AREA. EXHIBIT G FOR ALIGNMENT. A 40.00 OFFSET ARCH. NO.: 1075 PROPOSED STORM MANHOLE OD AGREES VERY CLOSELY WITH PREVIOUSLY CC W SCALE: a CALCULATED RIGHT-OF-WAY. PORTLAND, OR 97223 PROPOSED 1" WATERLINE 1„ WA 6975 W SANDBURG ST., SUITE 310 SHEET Z PROPOSED 6" SANITARY 6" SC TEL: (503) 620-7209 0 C / OI E; FAX: (503) 620-4065 0 . - 1 CNIN1 CONSTRUCTION NOTES •C . a c E N� N E C CES CO 2 4o 8.g 0. > co c`! U S GENERAL NOTES; EXCAVATIQN & GRADING NOTES; SANITARY NOTES; ENGINEER'S NOTE TO THE CONTRACTOR; ri WEER SUPPLY; v 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE 1. NOTIFY ENGINEER TWO BUSINESS DAYS BEFORE 1. ALL SANITARY SEWER SERVICE LATERALS TO BE 4" PVC 1. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY 1. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES d1 m REQUIREMENTS OF THE CITY OF TIGARD AND ODOT COMMENCING WORK. PIPE CONFORMING TO ASTM SPECIFICATION 03034 WITH TVWD SPECIFICATIONS, THE OREGON STATE HEALTH OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED PO= s u STANDARDS AND CWS R&O 07-20. (SDR-35), UNLESS NOTED OTHERWISE. DIVISION ADMINISTRATIVE RULES CHAPTER 333, CURRENT BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF t 4" c'n 2. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), AWWA AND APWA STANDARDS, IN THAT ORDER. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES w c 2. THE CONTRACTOR SHALL VERIFY ALL REQUIRED PERMITS SHRUBS, RUBBISH, AND MAN MADE STRUCTURES INCLUDING 2. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTORc AND LICENSES HAVE BEEN ISSUED BEFORE STARTING BUT NOT LIMITED TO CONCRETE SLABS, WALLS, VAULTS, PAVEMENT OR LANDSCAPE AREAS ARE APPROXIMATE. 2. ALL WATER LINE PIPE SHALL HAVE MINIMUM COVER OF 36 IS REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY u o CONSTRUCTION. FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, FINISHED RIM ELEVATIONS SHALL MATCH FINISHED INCHES TO THE FINISH GRADE. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON Q '" SHEDS OR OTHER FREE STANDING BUILDINGS PAVEMENT OR LANDSCAPE GRADES. THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES a o 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, < E 0 ONLY; ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. THE BUILDING FOUNDATIONS, FENCES, RAILING, MACHINERY, ETC. 3. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL PIPE INTERIORS, FITTINGS AND VALVES AGAINST CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON >1), z CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE CONFORM TO UNIFORM PLUMBING CODE AND CWS CONTAMINATION. THESE DRAWINGS. o TO CONSTRUCTION AND SHALL ARRANGE FOR THE SHALL BE DISPOSED OF OFF-SITE. IT SHALL BE THE STANDARDS. `" W RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER 4. MAIN UNE VALVES THAT WILL NOT BE DISINFECTED BY 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE a°. , CONSTRUCTION. OF STRUCTURES TO BE REMOVED. 4. A MINIMUM OF 10 FEET HORIZONTAL SEPARATION, AND 1.5 CHLORINE IN LINE FOR 24 HOURS SHALL HAVE THE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE c U p FEET VERTICAL SEPARATION IS REQUIRED BETWEEN INTERIORS SWABBED WITH A 5% HYPOCHLORITE SOLUTION CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 4. THE ENGINEER HAS BEEN RETAINED TO PROVIDE DESIGN 3. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN WATERLINES AND SANITARY LINES. CONSTRUCTION MUST BEFORE THEY ARE INSTALLED. THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND c o AND CONSTRUCTION REVIEW SERVICES RELATING TO THE MEET DEQ, STATE WATER RESOURCES BOARD PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND J■V a CONTRACT. TILE AND PIPES) NOT DESIGNED TO REMAIN ON-SITE REQUIREMENTS AND OREGON DEPARTMENT OF HUMAN 5. CONCRETE THRUST BLOCKS ARE TO BE CONSTRUCTED AT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT SHALL BE REMOVED AND THE RESULTING EXCAVATIONS L 1i SHALL BE PROPERLY BACKFILLED AND COMPACTED PRIOR SERVICES (OREGON HEALTH DIVISION) FOR TEES, BENDS, BLOW-OFFS AND WHERE INDICATED ON THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CUENT 0 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, CITY OF TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO SEPARATION. PLANS STRADDLE BLOCKS TO BE INSTALLED ON DEAD END THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND N TIGARD, ODOT, AND CWS 503-681-4444 (CLEAN WATER INCLUDE STUMPS AND ROOT BALLS OF TREES TO BE LINES. HYDRANTS SHALL HAVE MEGA-LUG RETAINER GLAND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CD SERVICES) 24 HOURS BEFORE STARTING CONSTRUCTION OR REMOVED FROM THE SITE. 5. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS THRUST BLOCKS AT MAIN LINE. THE BLOCK MINIMUM PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR N RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL ARE TO BE IN ACCORDANCE WITH THE CITY OF TIGARD BEARING SURFACE AGAINST UNDISTURBED SOIL IS SHOWN LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE C) RESUMPTION OR WORK FOLLOWING SUNDAYS OR HOLIDAYS. 4. ALL UNSUITABLE MATERIAL (SOIL, DEBRIS, VEGETATIONS) AND C.W.S. REQUIREMENTS. ON THE DETAIL SHEET THRUST BLOCKS SHALL BE ALLOWED OWNER OR THE ENGINEER. REMOVED DURING THE CLEARING AND GRUBBING TO CURE 14 DAYS BEFORE PIPELINE PRESSURE TESTING. CC 6. THE CONTRACTOR SHALL ASSIST THE ENGINEER IN OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR 6. ALL TRENCHES PARALLEL TO THE BUILDING FOOTING SHALL 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS, 0 .4- PREPARING DISPOSED OF OFF-SITE INA SUITABLE LOCATION 6. THRUST AT FIRE HYDRANTS SHALL BE RESTRAINED USING LOCATIONS AND DIMENSIONS OF EXISTING UTILITIES AND N PREPARING AS CONSTRUCTED DRAWINGS AND SHALL KEEPBE KEPT OUT OF THE ANGLE OF REPOSE FOR THE Q W APPROVED PLAN SET. A DETAILED PLAN SHOWING ALL CHANGES TO THE APPROVED BY THE ENGINEER AND CITY OF TIGARD. BUILDING FOOTING. MJ RESTRAINED MEGALUG GLANDS AS MANUFACTURED BY SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER EBBA IRON WORKS. PRIOR TO THE COMMENCEMENT OF WORK. r J Oa 5. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 7. NO DRAINAGE PIPING OR PART THEREOF WHICH IS 7. THE PIPELINE SHALL BE TESTED AT 150 PSI AND HELD AT 0 I 7. A DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF 757.541 TO 757.571 INCLUDING NOTIFICATION OF ALL CONSTRUCTED OF MATERIALS OTHER THAN THOSEZ SG N EXISTING BUILDINGS AND SHALL BE OBTAINED BY THE OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL THAT PRESSURE FOR 2 HOURS. THE TEST IS TO BE - O Z CO CONTRACTOR. BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS BE INSTALLED UNDER OR WITHIN 5 FEET OF ANY BUILDING WITNESSED BY TVWD INSPECTOR AND THE ENGINEER. PROJECT RECORD DRAWINGS; « m 0 to - - DAYS BEFORE COMMENCING EXCAVATION. OR STRUCTURE OR PART THERE OF, NO LESS THAN ONE 0 (. ) I 8. ALL UNDERGROUND UTILITIES SHALL BE PLACED, TESTED, FOOT BELOW THE SURFACE OF THE GROUND. THIS 8. THE PIPELINE IS TO BE THOROUGHLY DISINFECTED AND 1. CONTRACTOR TO KEEP AN ACCURATE AND CURRENT SET Y 0 J n ' AND ACCEPTED BY CWS AND TVWD PRIOR TO PAVING. 6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, FLUSHED IN ACCORDANCE WITH TVWD AND AWWA OF REDLINED AS-BUILT DRAWINGS ON-SITE FOR THE C) PROTECTED AT ALL TIMES. WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED SPECIFICATIONS. DURATION OF THE PROJECT. REDLINED AS-BUILT DRAWINGS Y Ci: § LI') 9. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE PORTE-COACHERES, ROOFED PATIOS, CARPORTS, SHALL ACCURATELY RECORD ALL CHANGES MADE DURING _ SITE TRAFFIC CONTROL PLAN AND SUBMITTING TO THE CITY APPURTENANCES. LATERALS SHALL BE INSTALLED AT 9• PRIOR TO ENERGIZING THE WATER SYSTEM, A WATER CONSTRUCTION INCLUDING BUT NOT LIMITED TO , ' �1 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SAMPLE SHALL BE TAKEN BY TVWD, SUBMITTED TO AN PROJECT OF TIGARD AND ODOT FOR REVIEW. TRAFFIC CONTROL ALONG THE EXISTING ROADS AS MINIMUM 1 PERCENT SLOPE UNLESS NOTED ON PLANS. ELEVATIONS, SLOPES LENGTHS AND HORIZONTAL LOCATION. REQUIRED BY CITY OF TIGARD AND ODOT. ACCREDITED TESTING LAB AND RETURNED TO TVWD REDLINED AS-BUILT DRAWINGS WILL ALSO SHOW SIZE AND 8. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE INDICATING NO HAZARD EXISTS. LOCATION OF PRIVATE FRANCHISE UTILITIES, LANDSCAPE PLANS AND SHALL BE TESTED IN ACCORDANCE WITH PIPING AND SLEEVING AND SITE LIGHTING ELECTRICAL "' _ 8. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, IF 10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36 INCHES ci Z 0ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR IS TO CLEAN WATER SERVICES (C.W.S.) STANDARD COVER OVER WATER MAINS. RUNS. z p INFORM THE ENGINEER IMMEDIATELY. SPECIFICATIONS R&O 7-20, CITY OF TIGARD STANDARDS, = Cl)i AND THE UNIFORM PLUMBING CODE. LATERALS TO BE PVC 2. REDLINED AS-BUILT DRAWINGS WILL IDENTIFY AND Lai 0 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND 3034 AND GREEN IN COLOR UNLESS DIRECTED OTHERWISE 11. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE DESCRIBE UNEXPECTED VARIATIONS OF SUBSURFACE > Z LICENSES BEFORE STARTING CONSTRUCTION. BY CWS. KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING CONDITIONS AND LOCATIONS OF ANY UTILITIES Z '- FOOTING. ENCOUNTERED. W U � w 10. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE 9. PIPES SHALL BE TESTED IN ACCORDANCE WITH THE CITY / 12. TUALATIN VALLEY WATER DISTRICT SHALL BE NOTIFIED AT z p LEAST 48 HOURS PRIOR TO ANY PUBLIC WATERLINE SET AT ALL TIMES. FLUSHED PRIOR TO VIDEO INSPECTION. REPRESENTATIVE WITH REDLINED COPY OF PLANS SHOWING to • EXTG. PROPOSED CONSTRUCTION. CONSTRUCTED AS-BUILT ELEVATIONS, LOCATIONS AND m p SOUTH NORTH NORTH PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS TO BE 11. THE CONTRACTOR SHALL DETERMINE THE TYPE OF ROW 80' ROW 24' ROW SUBMITTED TO OWNERS REPRESENTATIVE ONE WEEK PRIOR ° t i `� - EQUIPMENT AND METHOD TO USE TO ACHIEVE REQUIRED STORM NOT . ' TO REQUESTING WALK THROUGH AND/OR ACCEPTANCE OF Q 12 ,_ tp m COMPACTION. THE CONTRACTOR SHALL ARRANGE FOR A ROADS; .rt SUBSTANTIAL COMPLETION. CA DEDICATION GEOTECHNICAL ENGINEER TO TEST AND CERTIFY SOIL 1. ALL STORM SEWER SERVICE LATERALS TO BE 4" PVC PIPE COMPACTION. THE CITY OF TIGARD, COOT, CWS AND THE CONFORMING TO ASTM SPECIFICATION D3034 {SDR-35}, 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE 4. AS-GUILTS REQUIRED FOR CWS AS THE RESULT OFA r 'L og 40' 10" 40' Al. ENGINEER SHALL RECEIVE COPIES OF ALL GEOTECHNICAL UNLESS NOTED OTHERWISE. REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM POST CONSTRUCTION SURVEY. DRAWING TITLE INSPECTION AND TEST REPORTS. FOUNDATION AND SHALL BE REPLACED WITH PIT RUN i,,,,,, 16' 16' 0 5, 2. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE w .,,a .10-.011 30. _, � 12. PIPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING PAVEMENT OR LANDSCAPE AREAS ARE APPROXIMATE. THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF 95% AND BACKFILL REQUIREMENTS OF THE CITY OF TIGARD FINISHED RIM ELEVATIONS SHALL MATCH FINISHED OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. AND CWS. BEDDING SHALL BE 3/4"-0" CRUSHED ROCK. PAVEMENT OR LANDSCAPE GRADES. PIPE TRENCHES ADJACENT TO FOOTING " ` ��,,, 13.5'.-0. mi-- 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN 13. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE CONDITIONS MAY REQUIRE THAT GEOTEXTILE FABRIC BE ALL TRENCHES DEEPER THAN THE FOOTING flF ANY BUILDING OR 10' CLEAN WELL GRADED 3/4"-0" CRUSHED ROCK 3. STORM SEWER CLEANOUT CONSTRUCTION SHALL CONFORM PLACED ON THE SUBGRADE. IN THIS EVENT THE �` Fita COMPACTED TO 95% AASHTO T-99. TO UNIFORM PLUMBING CODE AND CWS STANDARDS. CONTRACTOR IS TO CONSULT WITH THE ENGINEER AND STRUCTURE AND PARALLELING THE SAME MUST BE AT LEAST 45 Q VARIS 2%, 4. A MINIMUM OF 2 FEET HORIZONTAL SEPARATION IS WORK TO THE WRITTEN RECOMMENDATIONS OF THE DEGREES (0.79 RAD) THEREFROM, UNLESS PERMISSION IS C -_____.cVARIES 6q, ± 14. ALL AREAS OF FILL THAT WILL BE WITHIN A FUTURE REQUIRED BETWEEN WATERLINES AND SANITARY AND ENGINEER. OTHERWISE GRANTED BY THE AUTHORITY HAVING JURISDICTION. `� .' - - \_. ' = BUILDING ENVELOPE SHALL BE COMPACTED IN ACCORDANCE Q Z WITH THE IBC. STORM MANHOLES. ALL CONSTRUCTION MUST MEET DEQ 3. THE CONTRACTOR SHALL NOTIFY WASHINGTON COUNTY FOR THE WEIGHT OF A STRUCTURE IS NOT SIMPLY IMPOSED PROPOSED AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR R ITSl`` CONCRETE SIDEWALK SEPARATION. INSPECTIONS (1) WHEN THE SUBGRADE IS COMPLETE, (2) VERTICALLY, DIRECTLY BELOW THE BASE PAD OF FOOTING. .. (SITE FRONTAGE) 15. THE CONTRACTOR SHALL PROVIDE PROTECTION TO 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL WEIGHT LOADING RADIATES FROM THE BASE PAD THE PROPORTION �• ADJOINING PROPERTY FROM EXCAVATION AND FILL OF THE LOAD BEING VARIABLE FROM MAXIMUM IN THE VERTICAL �+ PROPOSED LANDSCAPE AREA 5. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS AND (3) 24 HOURS PRIOR TO FINAL PAVING FOR AN 0 U ACTIVITIES AND FROM SEDIMENTATION DUE TO RUNOFF. PLANE TO MINIMUM AT A POINT RADIATION 45 DEGREES FROM THE SEE LANDSCAPE PLANS FOR INFO. ARE TO BE IN ACCORDANCE WITH THE CITY OF TIGARD INSPECTION OF THE WORK, AND AT PROOF-ROLL FOR VERTICAL. LU EXIST. CURB EXIST. CURB TO REMAIN THIS MAYBE ACCOMPLISHED BY THE INSTALLATION OF AND C.W.S. REQUIREMENTS. CURB AND GUTTER AND FINAL PROOF-ROLL PRIOR TO C� APPROPRIATE DRAINAGE DITCHES NEAR THE PROPERTY PAVING. BOUNDARIES AND BY KEEPING GRADING ACTIVITIES AT 6, ALL TRENCHES PARALLEL TO THE BUILDING FOOTING SHALL CONSEQUENTLY, PIPING INSTALLED WITHIN THIS 45-DEGREE ARC r - -- -i LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES, AS BE KEPT OUT OF THE ANGLE OF REPOSE FOR THEWOULD CARRY SOME PORTION OF THE LOAD IMPOSED AT THE 4. THE ROADWAY MUST BE PROOF-ROLLED UNDER INSPECTION REVISIONS S W PACIFIC HIGHWAY SECTION REQUIRED BY THE IBC. BUILDING FOOTING. OF THE ENGINEER WHEN THE SUBGRADE IS COMPLETE FOOTING PAD. THIS COULD RESULT IN EVENTUAL PIPE FAILURE, AND WHEN THE TOP ROCK IS INSTALLED PRIOR TO BUILDING SETTLEMENT, OR BOTH. d' a NOT TO SCALE 7. NO DRAINAGE PIPING OR PART THEREOF WHICH ISPAVING. CONSTRUCTED OF MATERIALS OTHER THAN THOSE THE AUTHORITY HAVING JURISDICTION MAY GRANT PERMISSION TO CV APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED HAVE THE DITCH CLOSER THAN THE 45-DEGREE (0.79 RAD) CM BE INSTALLED UNDER OR WITHIN 5 FEET OF ANY BUILDING FROM A MIX FORMULA AS SPECIFIED BY O.S.H.D. ANGLE FROM THE BOTTOM OF THE BUILDING FOUNDATION, OR STRUCTURE OR PART THERE OF, NO LESS THAN ONE SPECIFICATION SECTION 403.11 FOR CLASS "B", "C", OR PROVIDED THE SOIL IS EXTREMELY STABLE SUCH AS SANDSTONE. Z A FOOT BELOW THE SURFACE OF THE GROUND. THIS "0" ASPHALT, AS SPECIFIED. THE CONTRACTOR IS TO THE INSTALLATION OF REGULATIONS. SAND FILL OR MACHINE 0 INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, PROVIDE THE ENGINEER WITH CERTIFICATE OF COMPLIANCE V�COMPACTION UP TO THE ANGLE OF REPOSE MAY BE PERMITTED d WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED FROM THE ASPHALT PAVEMENT PLANT UNLESS OTHERWISE BY THE AUTHORITY HAVING JURISDICTION. SEE FIGURE BELOW FOR cc PORTE-COACHERES, ROOFED PATIOS, CARPORTS, INDICATED. A DRAWING OF CORRECT AND INCORRECT TRENCHES. w Ll APPURTENANCES. LATERALS SHALL BE INSTALLED AT > is - -- i i TOP PERM AT MINIMUM 2 PERCENT SLOPE UNLESS NOTED ON PLANS. W t STAMP SLOPE BOUNDARY 8. THE CONTRACTOR SHALL USE PIPE MATERIALS AS �- '5 Zgjo DESCRIBED ON PLANS. ANY REVISIONS SHALL BE - 4911244H/5 BUT 2 FT. APPROVED BY THE DESIGN ENGINEER, ODOT AND THE CITY \ '" f MINIMUM MAXIMUM AND 10 FT. �� OF TIGARD. __ •O 53.75' , 9. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON Y• ~ /; 01 , �t%' PLAN AND PROFILE SHEETS AND SHALL BE TESTED IN % ' '/ / '/ .` ,'//, ` \`' ` \`` '* , PERMIT ��\ .• / �\, �� \�� /\ AREA TOE OF ` � NATURAL OR ACCORDANCE WITH THE CITY OF TIGARD AND C.W.S. / 1 ` TRENCH i\ / ' � f TRENCH �� f r" '2 ' BOUNDARY SLOPE CUT OR FILL V FINISH GRADE SLOPE STANDARD SPECIFICATIONS. `-``'\s, \�1'•�{� \ j j `r P. K VW- ff r\BUILowc • r\ ',/4, 616d\ ; /X W '+L 0/0/11 H AND 620 FT�MAXIMUMM�� / S R / % SEWER %\ 10. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. .. .. = LATERALS TO BE PVC 3034 AND WHITE IN COLOR. FOOTING \ r\ FOOTING / 0 t 45 (0.79 RAD) , - O �/\ I :�''' STORMAND SANITARY ;.\\/,.W\' ��/� Z DATE: 5-06-2011 11. ALL TESTING OF SEWERS SEWERS ARE TO BE IN ACCORDANCE WITH C.W.S. AND THE CITY OF INCORRECT CORRECT 0 BLDG. TIGARD REQUIREMENTS. Q SUBMITTAL NATURAL OR DATE: FINISH GRADE 12. PIPES SHALL BE FLUSHED PRIOR TO VIDEO INSPECTION. PIPE TRENCHES ADJACENT TO FOOTING CW Q GRADING SETBACK DIMENSIONS PER IBC, TITLE 40, m Q APPENDIX J. FIGURE J108. 1 BID DATE: - . Z r , - ,, - - , I t"3 CKE NO.: _ NOT TO SCALE KITTRED EN q1111EERS, LLC PIN V> ARCH. NO.: 1075 •/ 6L LI; 6975 SW SANDBURG ST.,SUITE 310 SCALE: a PORTLAND,OR 97223 SHEET Z Z TEL: (503) 620-7209 0 102 a FAX: (503) 620-4065 U r- - I I Tu X - n / ' / i c w 'C N co / / / _0gC� C c N E I / / - 28' DECIDUOUS g, _ I / i LINK � � _Ssv. - - 8" DECIDUOUS &L! o Y -: ASPHALT° 6' CHAIN LINK FENCE TTI - _�— J / / — f Avg �"`DECIDUOUS J �g8�f - i m i : -L • 1 a -- - -- ---....CL"' _ //. ! �° _—~ 16" LARCHtigs, 7■'�R J i E OO CUR ��_� ,c O CONCRETE wi! 2g�y _� __- '_ I ..� ....Ac r --� - 3 20 0 10 20 40 vn STAIRS r s�� ' Co (UNDER CONSTRUCTION)/ / - �. 8�' 12"-13" CEDARS 1 s„__ / N I _ ROW OFA, 1 inch = 20 ft. a^, CONCRETE RETAINING WALL `i • 14• ` .g - A6 : TAX �w OF 11•-16 CEDARS LOT 6000 ROW 33S / WN . a° 0 0 I (7\--) MAP 1S-1 -36AD U� ��, 3 30,396 SQUARE FE Tf1 e LEGEND oa .., .3 .._.-1-...0 ' ' ii DECIDUOUS TREE 0 CLIENT C) r cV / CONIFEROUS TREE O Q) I/ , I FIRE HYDRANT 5 O 4 // ' a� / WATER METER ca 0 .- ASPHALT WATER VALVE D4 N / z ' / SANITARY SEWER CLEAN OUT '-- O H 00 ' 4 SANITARY SEWER MANHOLE U N Z X > © = I SIGN -o- - 0Z00 I / ' / I MAILBOX m O 1 _ m / STORM SEWER CATCH BASIN ® yQ J O - �it, laC' 7 / GAS METER Y / 16 PINE W/ (5) �C GAS VALVE TAX LOT 5900 ' m 5"--6" FORKS ' /� I MAP 1S-1 36AD / I GUY WIRE ANCHOR PROJECT r BOUNTY HUNTER SALOON / DRIVE-THRU / UTILITY POLE a / O y / SPEAKER TRASH ENCLOSURE 13_ / ELECTRIC METER ® N = 4.4447 pRj� • © WITH s' MASONRY WAtL GROUNDING POST Z CK SRU ME7VU a Y 3 _ I c c„ BOLLARD BUILDING E---5 19 CONCRETE / ��/ / FOUND PROPERTY CORNER MONUMENT • ' Z / 4 • a RIGHT-OF-WAY UNE ug U a 0 / 3 a. w Ic., . , : ..140110, "": ' a 0. • / PROPERTY LINE --- -----.!" _ tY r : # �� I c' Q 0 CURB 3 = o ce Fel Q "1 CI• ` w. 4gh## / EDGE OF PAVEMENT < 1- a / ./ • El / FENCE LINE -o o a- ® ec r F-- = 1 ca ' �w /' 10 4 . . `' / POWER UNE PWR PWR— • OVERHEAD WIRE OHW —OH — DRAWING TITLE , /171 , I - El • . • • '� � \ GAS LINE GAS GAS- -. Ii PZ 1/ � \ STORM SEWER LINE STM STM— Z ' 10 \ SANITARY SEWER LINE - SS —SS ►1 lq 10,x, I / / / � ' +'/ WATER LINE WAT WAT- TAX LOT 6100 0 Z r/ ! /// / . KENTUCKY FRIED CHICKEN _� Z 0 4 L' ' 1 ® ,. GREASE TRAP? asc 11433 SW PACIFIC HWY 0_ 5 MAP 1S�1-36AD —� a BUSTER S BBQ `T''06 4; a / ORNAMENTAL m / f _ _ Z 1 i ( MAPLE W/ (6) / 0 0 �/ COtJCRE7f. `� 3"-5" FORKS /� DRIVE THRU / / WINDOW _ 0 /r 71 DEMOLITION NOTES: 5,,,,, Z —� III / �` LANDSCAPE �� / I 1 EXISTING TRASH ENCLOSURE TO BE REMOVED. O W u, ' e • / / REMOVE EXISTING STRUCTURE. 16 L f l1 7 / o / J / © wvA /� a 0 J � / / 2 REMOVE ALL EXISTING CONCRETE SIDEWALK. 17 EXISTING SPEAKER AND SIGN TO BE REMOVED. 1.111111111111.1111111. r 4 / L;` / p ON-SITE. REVISIONS 6' WOOD FENCE ON ' a �r - ASPHALT 6 ' I / 18 EXISTING SIGN TO BE REMOVED. n 3 REMOVE EXISTING CONCRETE CURB. CONCRETE RETAINING WALL 1 a FF=386.0 / / T lit ` so EXISTING CONCRETE CURB TO REMAIN. 1 g EXISTING GAS METER TO BE REMOVED. NQ l ' / 4 EXGEPT TO MAKE D W RADII CONNECTIONS. COORDINATE WITH NORTHWEST NATURAL. C\J&ars p = A SEE SHEET C107 FOR LOCATIONS. WOOD PATIO `• /o r / Z / FR / 20 EXISTING GUY WIRE TO REMAIN. z 1I,-, CONCRETE Ii 1 : I 5 REMOVE ALL PAINT STRIPING ON-SITE. Q / / d • /.1 - , • • • . \ v A9 I 6 EXISTING GAS LINE TO REMAIN, CONNECT TO 21 EXISTING WATER METER TO REMAIN. A f 5 / w FLAGPOLE ,, _ n PROPOSED CARLS JR. CC F* ' e, BASE? M © r 22 EXISTING WATER VALVE TO BE REMOVED. W 12 IN' n EXISTING STREET SIGN TO REMAIN. g 1� 1 p . : © mIi z E n EXISTING ARBORVITAE (3) TO BE REMOVED. LU STAMP r I t 0, / / I I 5 / 8 EXISTING POLES TO REMAIN IN PLACE. /• ' a • ® ® e \__ I 24 EXISTING TREE TO BE REMOVED. �S1`` oGINE~,pC`u, 1 /i / "I / © ' 40 POLE FOR C • . , . / cv 9 EXISTING FENCE TO REMAIN. 0 C� ALONG PROPERTY LINE. 53,750,/ A woo°�+(�r I a mu \\ © OVERHEAD BILLBOARD ASPHALT f ~� 25 EXISTING AC PAVEMENT TO REMAIN, EXCEPT IN AREA I- •� P �.�' J ;,93 T p r \ LANDSCAPE / 1444'..."..' 10 EXISTING GREASE TRAP TO BE REMOVED. OF NEW BUILDING FOOTPRINT AND SMALL SAWCUT 0 'ra " o I a w� 0 / CONTRACTOR TO VERIFY BEFORE REMOVAL. AREAS USED TO DIRECT STORMWATER INTO NEW rh I;; �,�,�q� I / ' �� CATCHBASINS. SEE COMPOSITE UTILITY PLAN FOR a < ' 1 ' �� :v LANDSCAPE Y`�` I 18 4 7 mL EXISTING BILLBOARD SIGN AND POLE TO REMAIN. CATCHBASIN SAWCUT AREAS. s P 1�. RR TIE --- / , - • 15 HIGH ±'KFC • P �. / 26 n W K STEPS "' 20 / MONUMENT SIGN WITH TBM-SET SPIKE '� Lc. ASPHALT 3 -e� A rt€rw� oa/3o/1t `� `' / I• / • BUCKET ON TOP 10'f\lil(;�I 28 12 REMOVED OVERHEAD LINE, NEW UNDERGROUND 26 EXISTING ELECTRICAL METER TO REMAIN. ELEV: 386.61 EXISTING f / \ll • (W/POKR) / ECD��TAf TO BE PLACED FOR NEW BUILDING. 0 ® 1 Q Q �� LANDSCAPE 7‘ "WELCOME TO TIGARD' EXISTING WATER METER TO BE REMOVED. HYDRANT I a V, I `' / 13 EXISTING KFC SIGN TO BE REMOVED. 27 EXISTING METER M E RETURNED TO TVWD. z DATE: 5-06-2011 CENTER REFUGE "SW 68TH dt 4: "KFC EXIT"' ASPHALT / ® I " s� ■ Q GUY POLE 4 UTILITY POLE NEW 1-1 2 METER TO BE CONSTRUCTED !N ROW - BLDG. TURN ARROWS 69TH NEXTr (W/POWER) KFC ENTER ; ,� W/LIGHT 14 EXISTING FLAGPOLE BASE TO REMAIN. SEE COMPOSITE UTILITY PLAN FOR LOCATION. SUBMITTAL Q SIGNAL" BUS STOP' (W/POWER - w YWR — 1�,��r PRE •-cii I , `�� `� CONTRACTOR TO CONFIRM METER DOES NOT SERVE DATE: ' \ OH - OHW — © O ,n ly — OHW - 15 EXISTING CONCRETE PAD TO BE REMOVED. ADJACENT PROPERTY BEFORE REMOVAL. (2 METERS W Q �' •':' icri. -_ - C?HW . . WAT WAT �� 27 CURRENTLY SHOWN ON SURVEY FOR KFC SITE} L Waft D / S TM / I STM � GA S�v1 _ -- / / T':,^ - � �`-` ,�-M - --- STM--- j Y 28 EXISTING GROUND POST TO REMAIN. CO sv 2" STEEL GAS LINE ' _._ !/� BID HATE: GAS >� GA S GAS �� ' •' H� /It-AVM-T- B 8 SOLID WHITE STRIPE BICYCLE LAN / / / 20 ' - $ / _ // �A � - /�A�+�" OZ LCKE NO.: _ / MITRE lir• E EERS LLC — / SAN SAN - - SAN 7 SAN - ARCH. NO.: 1075 20 / / E / / SAN ----�S� SAN — /SAr\i - / / _ � � —1 / • � � -- SAN - SAN SAN MH V CATCH BASIN SOUD WHITE STRIPE / 6.1 1CATCH BASIN 6975 SW SANDBURG ST., SUITE 310 W SCALE: RIM 380.71' y RIM 383.69 RIM 384.63 SHEET a 12" IN (NE) ) 378.1' J S" (NE) 376.9' 12" IN (NE) 381.9' 8 W 9 A C r I C n I G�-- W A 1' 99W i / PORTLAND, OR 97223 z 12" OUT (SW) i 8' OUT (SW) 375.0' 12" OUT (SW) 381.8' TEL: (503) 620-7209 _iw / / FAX: (503) 620-4065 0 C 1 03 15 x �i i i+ # r` / } / , •C E N-4 N 4) O X ... , TAX LOT 5200) J / c U �s/ J f -VBE ico.: MAP 15-1-36AD 0 c `° LEl- it„.,L 1 ..._._ -SE)LC- / / / %,-; 111 0° D ti) )--/ 1� .._------eBz---- ----# ----- — — ___- — S+� 188 �- -1 �W �F �- 1 q ' - 8 W - - - ��B�r fTAX-LOT 5300 �`� N67 38 28 E 178.94 J W E.. W J£Ba� _ MAP-1S 1- �D- �. �- 17\1F �'�l /\ ///' v., ' / ERZ / , i•ms• ---- k _, ___1\ , ...- _iv i.e._ „kr:p1-*_.----*- Q il Q. 4.40 8a� /"1 V _ < g c, - iir / 20 0 10 20 •40 La N 0 /' `\ 1 inch = 20 ft. c w z / / /, N� II I J / to �*a 1 � iminimmilmi /' 1 / CLIENT O 1 / N 4 / / / �A- / / o I � i / �4 TAX LOT 6000 1 I MAP 15-1 - 6AD / / LEGEND ------% z x N ISI — ozoo / 30,396 SQUARE FEET ± / / m o CO 1 �� CONIFEROUS TREE * . J O / Y 0: Ln PROPERTY/ OWNERS: FIRE HYDRANT fa / MAVERICK DECATUR GEORGIA WATER METERmoism � ;TI 112 i o / / LLC & EJM PROIPER TIES, LLC WATER VALVE D4 PROJECT -- / / / / SANITARY SEWER CLEAN OUT m a 1 I �� SANITARY SEWER MANHOLE OO ® $ _ �� / SIGN z I � _ NEED La IX / �' / ' ilESTEERWER CATCH BASIN ® z, ,,, ,7., Z 4, / c� �� ® Li �U a �c� �I I / / / CL w , ! / GASVALVE a4/A I / / / / tm GUY WIRE ANCHOR / cc L) / / �o' UTILITY POLE `� a' Q M c �cj / o / / / ELECTRIC METERI=I " z TAX LOT 5900 0 ix _ MAP 1S-t-36AD fi. y / $6:1ft8442 / tf->. GROUNDING POST o� BOUNTY HUNTER SALOON a C 8 Y ��, 1 \ / / / l BOLLARD o • 1 / / '°` 1.IIIIIIIIIIIMMIIIIII ' FOUND PROPERTY CORNER MONUMENT • DRAWING TITLE ir- . f' I ' / /* / C14) I 0 \ �'C:::::0 � / // RIGHT-OF-WAY UNE - - - - �r 'I la f f I / I 0 / ` / PROPERTY LINE —-- -- --— V �. / / / E9' hit / / Izt / CURB t J �. I I �I I / / ' / EDGE OF PAVEMENT • 0 I / FENCE LINE —c o o— Z , 1 / / I / {I. ti l� / / POWER UNE PWR k >• E► , f ___y g 1 ' , . Ir-- OVERHEAD WIRE -OH VV OHW— IC / I I, / / I GAS LINE GAS GAS----A li' / //1) I / i / ! c+� Z/ / U, A \ /// / STORM SEWER UNE STM STM ❑�r , I 3 .. / SANITARY SEWER UNE SS SS 11 / ` W 1 / E3 / / WATER LINE WAT WA T I j � P I I / / / // / y3 / REVISIONS ii I/ / 13 I 1 / n /8- I , * . -- -----.- 7 c / TAX LOT 6100 Ci n V A / / / I \ / / MAP 1S-t-36AD I 1 �. z I /; / _� / s 1 g / / BUSTER'S BBQ p I / ' oy FOR CENTERLINE OF PACIFIC HIGHWAY, CALCULATED POSITION OF CENTERLINE U) 7 I 0 c, / MONS SHOWN IN EXHIBITS G & H ON SN 27958 FROM OFFSET MONS. CC Q r' I ' ;/ CREATED ALIGNMENT FROM ODOT ROW MAPS 5B-24-2 AND 3B-22-3. HELD f. PROPOSED SW PACIFIC HWY R DUNE 14.19' \ 1I 2 / DISTANCE FROM MON IN EXHBIT H TO PSC AT STATION 200+70 PER SN 6789 �� Ii --- / AFTER DEDIC TION `~ / / AND ROTATED TO MATCH. HELD MONUMENT IN EXHIBIT G FOR ALIGNMENT. A STAMP ' / �j 40.00 OFFSET AGREES VERY CLOSELY WITH PREVIOUSLY CALCULATED W aS "� _ 7.o U i I I j / � RIGHT-OF-WAY. n- - - .� - - I - - - -- - - n \- - - - - / -- -- , 1_ I 7 .V` PR ,y 3g3 7 z A 64' SPIRAL CURVE OFFSET FROM CENTERLINE\ LC = S73'09'28"W 164.18' / I �'S ,50 ' o, cc; �_ 0_ii83 / b A /l ;n T I;*6 / ROW AREA TO 8E'DEDICATED TO /"? % / °'�'' o ' I �' ' THE CITY OL-1IGARD FOR EXISTING / -.5,i1- 07—\► ti / 0” 2 • ��' p / 24' ODOT ROW DEDICATION z / SIGNA POLE. / �� / Ll.l s P. K11�` w� �Q I, �� / / aw►i os/so/1i :34' - • \ 1g:3. w a EXISTING SW PACIFIC HWY ROW LINE / 14 /. / U �� rn Z DATE: 5-06-2011 b - �t \ \/ 1 4 OHW OHW 0 17-- OHW BLDG. �I:i _ �W - OH W WAT / OH W WAT �� W � Vf — a.. — — — _ — _ — Q SUBMITTAL -- - - ,_ � — ----2STM - CU-R7 FSETTROM/CEN L '= 573'09'281W X63.0 - l- - SIM STM - -� /TM - - - - Will DATE: Ci 2" STEEL GAS LINE / wsPir.. �� STM GAS GAS / 7 GAS GAS / WA �� /GAWK-- r GA1VATz §IAT — L Q 3 I / / / / / BID DATE: SAN --- � SAN �S.AN S -H - SAN S z SAN SAN / ---1 SAN SAN SAN - O ci S W n 7 / KITTRE EERS, LLC r—� CKE NO.: ;I-1, / / / / / v J ARCH. NO.: 1075 I C F C Y cc I / / / / W SCALE: / 6975 SW SANDBURG ST., SUITE 310 / / ><2 / / / PORTLAND, OR 97223 z SHEET /z TEL: (503) 620-7209 CI 04 I FAX: (503) 620-4065 0 aux = � C C E ♦ �..� HHiI e -----% _// QfLEGEND *A/ i 31 i Lr)Int 3 4411 C `I �h,,,, w.ga$44" ....4�y•� ra�""rrl i ; + , ' , i r i r i i A i r i i OH 9 �. i I SI 4c" ; .y ' i i i i i+ rr i+ ii ii ii i� i+ ii ri i + i 1 t cUi -,A1 s yW i r i + i r r i r r i + i v y , r , + , + + ; + 3 i r r 4-, ++ in AAtc EXTG CONIFEROUS TREE ' �,. , i , + , + r m :31***,:***A.A:AA:44A***3**A****;***, , i + , + , , i , ,• C ' , ,.y r.N.. i i + + r r + + i + + + + + i + i , i ; + + i + , +J _ w� � , � rri + ' , , r , r , , , it.J QEXTG FIRE HYDRANT j A / ! ,w,. .,.r ,,,r►u.Y. r r r r r # r + i ' , r r �► , + + , + �..�� (Ai', L inr< .. .., . + i i J� '' r i r r i , , ir + + ' ' ,� ' i + , � , irr r QNEXTG WATER METER ■o ry .,.wri�sy". �rrw „iw wwi + r }• i '+ , +r '1��+,,r r ;+ +, ' ;; ' }+ ' ;i r r, i +r + +iA r i y ,, + +r 1 O .,x�u �. r r i , ; r + Io r� r + 2 ♦ + /'p ' CN i , r , , r ; i i i , , r ' + i + i + i , a r EXTG SANITARY SEWER CLEAN OUT �r + ' + ; i , ` , + r i ' , + + ' i + r + ; r + i i _"_ , ' ' va •' / i + r r , i ; , ; i r i r i + + i i i + + A. , ` , i it r rr r i . , ° i + +, t-0 i + S •f i + r + i r r # i r + i i + + i r + i i CO-1JI►ngV6 VI EXTG SANITARY SEWER MANHOLE O , , , + , , i + + r + Trash Recycling 10 o s ,0 20 v, �} I I o Q it 'i r , i , A , r = t� 19 R.52 i 1�..n1 a j /� cil O o EXTG SIGN , , ��` {L411�J�7r�i ` f EXTG MAILBOX ® 3 0 2 — \ 60., 1 inch = 10 ft. Lu C cri•CN y'r + 18.04'40111 •V liaj -a CC EXTG STORM SEWER CATCH BASIN ® �,+ ,i , EXTG GAS METER N 1' r ' i r` ---- - n / _____________----- \ / CLIENT Q } i SAWCUT/BEGIN STD. CURB CONST. N EXTG GAS VALVE D4 r, r �i U EXTG GUY WIRE ANCHOR IA r r , EXTG UTILITY POLE � 'irr 'r' � `� ------ ® + SITE CONSTRUCTION NOTES a � EXTG ELECTRIC METER Ni ivi' ,,i, r / ❑ CONSTRUCT 4' WIDE HANDICAP RAMP PER ADA STANDARDS. SEE SHEET C111 FOR DETAIL. EXTG GROUNDING POST ow /0 i,', R: 25' EXTG BOLLARD o i CONSTRUCT 6" VERTICAL CURB. CV N. i , 0 Cl "50' 0 SEE SHEET C113 FOR DETAIL. 0 Lv J- EXTG FOUND PROPERTY CORNER MONUMENT • , �+ +, 19 + i i �� , 9 , , , , , , / n CONSTRUCT 7' WIDE HANDICAP RAMP PER ADA STANDARDS. U -1 RIGHT-OF-WAY LINE - - - - �/i i 13 ', ' �9 � , �� , 4� , ,� 9�+, fir, i��' + / z CX] SEE SHEET C111 DETAIL. z X > N PROPERTY LINE — i , , --• ' , 3 , i , 9 , , , r , CONSTRUCT CONCRETE SIDEWALK. — o °� �••• i ' ' ' r i • i 3 i C) ® SEE SHEET C113 FOR DETAIL. U O0 Cfl EXTG CURB #1.04 SEE ARCHITECTURAL PLANS FOR SCORING DETAILS. ,/ r r r r i 3 i + i r + \\ / r r 3 r + + i r + i r i i + J v , 1,0 , , , + 3 , , 3.00 5 EXISTING CURB TO REMAIN - CONTRACTOR TO PROTECT . -1 0 EXTG EDGE OF PAVEMENT , �� , ;� +f i .r i 'r r 'r , r+ , ri ) ,i ,i � ii'{ +rig ,;+� it+i �' / ^ FROM DAMAGE DURING CONSTRUCTION. i EXTG FENCE UNE —o o a— li , ,I r + 9 i i r r +i ' , + ' ' / + ' , ' , CONSTRUCT HANDICAP PARKING STALL. + + r a ,+ d. r + r ' , ' , ' + + , , " PROJECT EXTG POWER UNE PWR PWR— , i + / d ' + ' + , ONE SPACE TO BE LABELED VAN IN 2' TALL LETTERS. A r • ` � + , i r , s i ,Q , _ 9 + i + A + r irr i,i ]O ��' a . a s i+ i ii r ii i ii i ii i ,a / '7' t0 Q EXTG OVERHEAD WIRE OHW OHW--- CCONSTRUCT WHITE PAINTED DIRECTIONAL ARROW AND ' , :O° ' d ir e i , , { r A + , ' i ' _ C R: 2.5 7 TEXT - SEE SHEET C112 FOR DETAIL. $ _ + r 50 i I° -G a a, i , i i i EXTG GAS LINE GAS GAS— r 7!!i i i e r i i Z` / 8 CONSTRUCT WHITE PAINTED DIRECTIONAL ARROW (TYP.) z O + ' ;i r ® . . ' , SEE SHEET C111 FOR DETAIL. - V1 EXTG STORM SEWER LINE —STM STM— /9,r i •5 `� R: , /+ r i °a, "+ r / SOUND WALL i ••+�•� y ❑ SEE ARCHITECTURAL PLANS FOR DETAILS. w z - z EXTG SANITARY SEWER LINE �S - SS ' , °. a a•+♦♦••+♦+••0 19 i ' Z EXTG WATER LINE -WAT -WAT— ° ♦♦••+•� © r + i r i •i++♦♦i+' BUILDING MOMUMENT SIGN. W 0 a CD 2 ' ♦ ' �� R: 3 1 O SEE ARCHITECTURAL PLAN FOR INFORMATION. W z PROPOSED CURB , i + r ® ./ 3 +•�� R: 2� / ce PROPOSED LYNCH STYLE CI3 IIIII v, , i, + R:4.0' i L ,i� I 11 CONSTRUCT CROSSWALK STRIPING. 1 Z 0 n j i + r i i //,80 , ISEE NOTE THIS SHEET. J o � , i , � r * r i + ; + + + :41 RIS " QM �PROPOSED STORM LINE r' + , rr i , + , , r r r , a � T R12CONSTRUCT DRIVE THRU ONLY STRIPING a 1- q , , r4tr*/ + / H U ❑ AND WHITE PAINTED DIRECTIONAL ARROW. w C,, Z PROPOSED STORM MANHOLE Op , + , r Y ' ' �n/(r SEE SHEET C113 FOR DETAIL. %,,,........,..PROPOSED 1" WATERLINE 1" WAT 'r i+ ; 20.0 . i110 : / a © / CONSTRUCT BICYCLE RACK. + iitip / 8 13 SEE ARCHITECTURAL PLAN i OR INFORMATION.00PROPOSED 6' SANITARY 6" SS I' i i ' i DRAWING TITLE +ii+ i J °Q, . a4 / �` 4 r 4" WIDE WHITE 45' STRIPES AT"24" O.C. 14 SOE ARCHITECTURALRPLANSEFORC N ORMATION.i + _ / ATACCESSIBLEPARKINGSPACEAISLE� �_._,/ CRETE ' ii kk pppp a d a . AND VEHICLE TRAFFIC CROSSINGS 15SEE CONCRETE 1 CONSTRUCT NPAD DETAIL TH S DHiEE THRU. • d.i 2 * V. a Z ' T. , i ^ ye 18 / HANDICAP PARKING SIGN. / ' +• r / �• / 16 1SEE SHEET C111 FOR DETAIL. J•i, ' i (N/ �i+�•+�•4. 0. 9•p 17 SEE SHEET 0107 FOR HWY 99 FRONTAGE DESIGN INFO./ ' /1" �l 0011 / D 18 HANDICAP PARKING SYMBOL - SEE DETAIL SHEET C111. coi i ; Q / -'--_ 7 4" WIDE WHITE 45' STRIPES AT 18" 0.C. , i f ' CP ,� D AT ACCESSIBLE PARKING SPACE AISLE. CONSTRUCT PLANTER AREA.,i ' N / 4.Op�! �� `` / AND VEHICLE TRAFFIC CROSSINGS 1 SEE LANDSCAPE PLANS FOR INFORMATION. � ' ; ' Ci / D 8.00.' , ' ,rhit) ' 44y / 20 EXISTING BILLBOARD SIGN AND POLE TO REMAIN. � 'i o 'r✓ •• �C/ I ,pO 16 21 PROPOSED BUILDING SIGNAGE �/ ® SEE ARCHITECTURAL PLANS FOR INFO. r' 14° °RIbe Vl 6 1 9.00' I22 PROPOSED AC PAVEMENT - SEE AC PAVEMENT SECTION riQ R� �K � n c:----- i / / - THIS SHEET. REVISIONS / N( s . r r , INSTALL PRECAST CONCRETE BUMPER (TYP.) d- A , / ' it# a , ' W / a 23 SEE DETAIL SHEET C113. r ' ' o i ' ', m 18 / / CV -it pm kE 6:137 Arr i,*. ,. ; *: .. , * \ ml , N kii 6° 0 i A r 51':50-'4/. ® \ r x / + ' ' 10 r r r , i + ' , � / _ A F� lift , � ' � o fi0 �(� + ' 1 SiAi A �� 7 Q _ ' , i , , ' , ' , sd yNo ' 3" DEPTH - ASPHALTIC CONCRETE 5" CONCRETE PAVEMENT. 7 + i% - ' i ' , , i ,i , ; + +, + ;i + • . µ 1 LIFT - CLASS "C" ASPHALTCONSTRUCTION JOINTS TO BE PLACED ® 15' INTERVAL MAX. LU.4 + + SAWCUT/BEGIN STD. CURB CONST.}�C f ,i + ,i ' ii ' , ' , , + i , 7 I / (91% AASHTO T-209) MINIMUM COMPRESSIVE STRENGTH 4000 PSI L/` / i ' i i i i A a A , © / ONLY �� iiii ,+ ' ,iii *iii +,ii,i,ii+' c ENTER I ' 20 2" DEPTH 3 4" -0 d " . .. - STAMP 3-7.PLI CL 1 ' b'' + + + r ' , ' + i , , a \ • �� ( It ' LEVDLIIVGH COURSE 0) r►� 1 ONLY LEVELING COURE • / f kg) C MI _ ,.,. ' " I ' _ L- 95% ASTM D 1557 �. I � (95% ASTM D 1557) '` �GPet*a f F ,711L-1•"" ` . • .—.,. a, a , a a. 4. .1 al al d;° - - a 4 ° ° a a , e�° ° Q - - - r •-� ° L. � \---' CO ° d ° • ! d• END STD. CURB CONST. d ed i d ° 'd- V n d 4 4 A' �a tea_ �o moo �cz �G O03,7 I I' . 44 •END STD. CURB CONST. a d °.d a a ,o ° 1• • \ \ \ r \ \ \ r. „ a • a- I J I- �� 10' DEPTH (1 1�2� —0) � / \/\ � � �� $ DEPTH (1 1/2 —O) ,?'10"." i / d a I ) ° • % a .. - ^ \X \ /\ CRUSHED BASE ROCK \ �/,\ CRUSHED BAS ROCK ��I • a CP' a ° d ,. ° . (91% AASHTO T-209) (91% AASHTO T-209) O V:. a e d' f _ °: (�/y� 8 'A n- • - a d ° • •` d t n , a a a a t. - .. a O° . . �: 31':90 , • d , . 26.50 _ d CE 0 tia • C � - . .b i ° a - S 4 . a, d • a ! an OQ a ° ° ' . a ° d ° . ad ° �. 612 COMPACTED SUBGRADE TYPICAL12" COMPACTED SUBGRADE TYPICAL J" I Y � i , •--.,,-- • = i G -: (95% OF STANDARD PROCTOR OR APPROVED NATIVE) (95% OF STANDARD PROCTOR OR APPROVED NATIVE) P. )(I a .' 'a-, i ,rgj i '�` 4. 441 A • d • ae, a , + i ,�i i i i ++ i i i + i i i i i i * i i ' 'i + • a, i , i i r A i /i i i �, i °q a a a °a a - i liri i i , i s i i r i i r , i i + + i ' i ' i ' i i+ , r , i ; a a g 4 a, ° .. ' i ' , i , i $ i i A. - .4 RENEWAL 06/30/11 Ural fir/ i III i i t e� ° + + y�Ii +�• / a, • 19 + ► a + , - ^ ° �-- ,-_ - w.. i + i + + • ' ,, 'v i r• , r, r ' i r , •i ' +a ,! i +I ; i r + r dti • s d 'a • '+ i ;+ i i+ , + , , • • a: - *REFERENCE GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS. r 1 '-"` , `i y , r r rr r, i ++ r ,i i ii r + , i , + r i i i , , ii r r + i + i ' , ' m , , r f .�, ° v i r •, i , + II 1 e- + + ' ' + + + i , r . TYPICAL AC PAVEMENT SECTION TYPICAL CONCRETE PAVEMENT SECTION Z DATE: 5-06-2011 A , i r i , # + + , r ; r , i i i , r 4i i r i + i r r , , r r i i i i i i , , — %NR 'a3- -- l r, ' ,, i i, , ' ;, + ii i i+ i i ' i r i ' + i i i r' i ' i , + + --. r + , , • „�,� �� , , W, r + W, i i ,�-, -+ ©H > i� - OH W i i i 'iii+39 I— / O H W NOT TO SCALE OH W NOT TO SCALE O BLDG. 1 W>rT W' I W -�i , 0H W_ _ ►'Ar - -L... .__ .- r r , , ..r I Q Q r _ , ..--92.3-- � � � i + SUBMITTAL — — — �N IM `r j T .� STM - STM STM —•11 • — — STM — — — — — LLIDATE: �� 2' STEEL GAS LINE / STNf-1---121 z GAS GAS / / GAS GAS --- WAb,q� - /GA1�-- L_ ------ — GAlvAT - - --- -'- - GASwAT - D GENERAL CONSTRUCTION NOTES; CO BID DATE: SAN —G>-‘ /SAN - SAN -- SAN SAN - -- SAN Z 111111111111111111 -� - —15AN 1. THE CONTRACTOR 1 QN ESPONSIBLE TO REPLACE ANY CKE NO.: - SAN "" CATCH BASIN 1 SAN MH CATCH BASIN \ , SURVEY MONUMENT THAT ARE DISTURBED DUE TO KITTRE I :;•_�. E EERS1 LLC RIM 383.69' RIM 384.63' 3 • PA =../ - I C GHWAY / H \ ' ' Y CONSTRUCTION. cn ARCH. NO.: 1075 R!M 380.71' g " r . r a 0 f $ IN (NE) 376.9 12 IN (NE) 3$1.9 12" IN (NE) 378.3' CC Ili 12" OUT (SW) 378.1' 8" OU6975 SW SANDBURG(SW) 375.0' 12" OUT (SW) 381.8' 2. STRIPING TO BE PAINTED WITH 2 COATS TRAFFIC WHITE INLU SCALE: SINGLE 4" WIDE LINES, EXCEPT WHERE NOTED. G ST., SUITE 310 > SHEET Q PORTLAND, OR 97223 Z Z 3. CONTRACTOR TO PROVIDE EXPANSION JOINTS ® 25' O.C. TEL: (503) 620-7209 0 C105 L MAXIMUM AND AT CURVES, TANGENTS AND CORNERS. FAX: (503) 620-4065 0 T.) x =-a C 3 / l 1 / / 1- - � CD I -� i _ ` fl3 �. ao o r :IN 8: J _ Jam ._____ _ / 0 � _ _1_, r ��LE r� -� r� f �� _9,- 3 3 ` r-i o o m _J ____ �� r- I J 3 3 3 3 3 r ; 3 3 3 3/ 3$ 3 -08�'- - �� -� f 3 3 i 3 3 ; 3 3 3 3 LEGENDitt � `-� = ltasr -- ! l f f 1 3 i 3 r 3 r 3 r -3-3 3 3 ri 3 33 3 3 3 3 3 r 3 3 3 / 3$6.81 AC w STiPsF4 `-� , X28 r --- . - f �- �. ; i i + i t r ' 1�� r� }- � i ; r i i r r r r i r i 'r I MAT. EXTG. 1:1Z2i .• . ` �� 1 . . 3 3 3 3 �T� r 3 3 r r r r 3 r r 3 r 3 3 3 3 ' ; ' 3 3 EXTG EDGE OF PAVEMENT / ��$£1 •� 33 3 3 r r 3 rrrrrr 3 r TeoW i 3 3 r 3- ��. '++�' 3 r 3 3 r 3 3 i 3 3 i 3 r 3 r > 3 3 , 34 - ,4 0 3 ,0 20 II I ��EXTG CONIFEROUS TREE / JITWII•11 =11 v r r r rr r i r 3 i i i r i i r r r r i is +'/,11` * 3 r 3 3 3 3 3 r 3 r i 3 3 3 3 r 3 r • 3 3 3 6. N OE l�s� - �`�` 9 3 3 . � 3 3 i 3 i 3 3 i I i r 3 3 r i 3 i 3 3 r r r i r r i 3 i r 3 r i s i 3 r i r i* 3 3 386.58 A EXTG FIRE HYDRANT --.i - .. Af - a 3 3 3 3* :-) i - # i 'A( "3 9"--3-'-'3 i-�f; ii 333iii3i3i3i 33 r3 3 3r43r ..i ,i3 / 1 inch = 10 ft. a cNN�i738 i \, 3 3 i _ 3 3 i i ; 3 3 3 3 3 3 3 i 3 3 3 i 3 3 i i 385.85 AC MAT. EXT / y '' 3 3 i 3 3 i !� ►��. a MAT. EXTG. I < E cN EXTG WATER METER 3 3 3 i i 3 3 3 3 i 3 3 i i 3 3 3 3 3\ ,pp 3 i 3 3 i 3 3 3 3 3 3 3 3 3 3 %'`w` d c 3 iv 41 3 3 l 3 3 ) 3 3 i * 3 i 3 Y.S +.� 1 3 3 3 r ! 3 3 ► ' a WAT V 1 3 3 3 3 i -3- 3 i 3 3 3 3 i 3 3 > 1 9 `� 4 - / / a.+ F 0, EXTG WATER VALVE D4 3 3 3P q o 3 3 3 3 3 3 9 3 1.-�-• `� 3 3 i 3 3 3 3 9 3 3 3 3 3 9 3 3 3 i 3 3 o CO-Mingle ^i 385.55 CON C. •�, 3 3 / / 3 3 3 3 3 3 - - - I� 0 Q CC EXTG SANITARY SEWER CLEAN OUT 3 3 3 3 i 3 3a 3 3 i 3 3 3 # 3 3 } 3 3 Trash Recycling 3 3 384.94 AC TG: 385,.?4 ( o 0 s MAT. EXTG. - CURB RADII NOTE: EXTG SANITARY SEWER MANHOLE 0 3 3 385.65 AC WLuz ,r 3 3 3r i 3 i 0 MAT. EXTG. ALL CURB RADII LOCATED ON SITE PLAN, SHEET 0105. 0.4 EXTG SIGN 1 EXTG MAILBOX ® /�3 3 3 3 385.31 ACi ■ 13 3 3 3 3 *3 384.58 XTG. MAT. EXTG. 387.04 A ziiiii EXTG STORM SEWER CATCH BASIN ® i 3 i 3 384.51 AC / CLIENT 0 limmims 3 3 3 3 / I� EXTG GAS METER ® -� 384.41 AC 3$5.34 AC 3 3 CURB RAMP NOTE: EXTG GAS VALVE D4 �;3 .,3 3 3,� f~ MAT. EXTG. --- r EXTG GUY WIRE ANCHOR f ,1 . 3 3 3SAWCUT SHALLOW INVERT / / SE SHEET C111 FOR ALL RAMP DETAILS� 3i 3 "VEE" GUTTER INTO EXTG AC " 385.2TC 385.81 �4C / tY EXTG UTILITY POLE / 3 3 TO DIRECT WATER TO CB 385.21 TC 384.75 . . V / d- O EXTG ELECTRIC METER EM 3 3 3 3 (TYPICAL) r" 384.69 AC \ / N 3 EXTG GROUNDING POST o`er 3 3 '3 3 384.14 AC � 3 3 3 3 ' O EXTG BOLLARD LLI '71- / 3 3 3 3 3 3/ 3 } 3 3 3 3 3 3 3 3 3 3 3 r / / 385.82 TC U EXTG FOUND PROPERTY CORNER MONUMENT • I 3 T P. 33 33 33 3 -,- 3 3 Z X N ' .I 3 3 ` \ 3 3 i 3 3 3 3 ' 3 3 3 3 85.35 TC 3 3 3 3 3 3 3 33 3 3 3 3 3 i 3 3 I 38 .46 TC 1 385.82 TC 385.32 SW O z IDO RIGHT-OF-WAY LINE - - - - 3 3 3 IN., LYNCH STYLE84.85 AC 3 r 3 340�w 3 3 3 3 ' 3 384.•6 AC n / 385.82 SW C7mOco REMAINURB 3 3CATCHBASIN / /PROPERTY UNE ------` --- ( t3i3 ��` '�. W/INLET SOIL 38fi 48' S �/ 3 3 3 ' 3 3 3 3 3 3 r 3 / O J �J 3 r 3 3 3 3 � 1,0 3 ``. ``. PROTECTION 3 / 3 3 r 3 r 3 3 3 3 3 3 3 3 / �{u/ I� �1 J EXTG CURB r3 3i 3 3 3 3r 3 3 r 3 3 3 3 3 3 3 3 3 3 '3 3 3 ,` .\ - 3 9 r r 36&4''ek SW a r 3 3 3 3 * 3 r 3 * 3 ` EXTG GAS LINE -GAS -GAS- I3 r r r 33 �� ----------- --------------- ��__--_-- --- ~- r -I 3 33 3 3 Ali3 r 3 3 r 3 r r 3 r 353. 3 3 3 3 3 r 3 3 3 87.54 AC / \ 385.72 TC ` ••�� " - _.�! r d a' 3 3 3 3 r 3 3 i 3 3 3 j / 7 3 EXTG STORM SEWER LINE -STM---- STM 3�3 3 r*0 3 3 r '� � ------ 3 '3 3 3 a e 3 3 3 '5' i 3 2 ccif 3 3 r 3 3 8p ) PROJECT . . 38 .82 3.3 i7 3 3 i 3 r i 3 300.C� AC / � f P WR -PWR- 13 3 3 TG: 38 .=9 383.81 G d d . ° 3 3 3 r 3 3 3 3 3 i 3 3 3 3$6.71 AC MAT. TG. / �,. a I a o EXTG POWER LINE / oil, o XTOVERHEAD WIRE -OHW- -OHW- 1333 r3 3�k / �f . /� °6 * dao ad.3 ii 3333333 r33r 3rir ��wMAT. EXTG. / I A4 Q� ��.�.�. z Z C=') EXTG 3 3 3 3 / e a 4 3 ! 385.72 TC O = 3 "i Z , 386.60 DOOR 385.22 AC 3 // �� ; N EXTG SANITARY SEINER LINE -SS-SS % 3 3 / 3 0_ oa 3.:%°. a° ... 3 3 3 3 ��• 385.36 TC N v Ce 3 / a .0•,, 3 i 3 3 3 EXTG WATER LINE -WAT WAT- 3 3 3 3 I , �;400*,�r - 3 3 i 3 3 3 4 p ♦�.�♦�♦�.� _i Z a . • •.•. SEE ANDICAP/RAMP 3 384.48 AC 385.91 SW 4.101•;:��• DET• #1 THIS SHEET. 3 3 3 3 3 , 3 4 385.31 FL W�.. p U O •PROPOSED CURB A)*3 3 MAT. EXT 3 '4:0♦'`.'e. n_ ••�� EL W 3 r I I '-e`•+fir / 388.03 AC i 4 W I-�- CC PROPOSED LYNCH STYLE CB v 3 3 3$3.85 AC 385 0 AC / _ 3 3 386.86 AC MAT. EXTG. / / / 5 a O i + , EXTG FENCE LINT= -0 0 0- y 33 3 33 3 3 3 3 MAT. EXTG. !!! 3 3 MAT. EXTG. / 0 3 - 3 3 ; 3 3 r 3 4 3 ; 385.91 SW / 4 o 385.96 TC J • a '� PROPOSED SAWCUT LINE i 3 3 3Z 3 r r r 3 3 3 3 3 / / / 3 387. N a ~ 3 H M ' �3 3 3 Q r r 3 3 3 r 3 3 - 4 385.46 FL 3 3 r r 3 3 3 ' � 3 r r� '3 3 3 3 3 3 *I! '' 1 ,�, 386.30 SW t3i . � 386.53 AC pi3 / 2.; , 386.20 Tr / w/ 385.91 TC a4 3 3 3 383.65 AC3 a4385.70 C 1 � 385.41 SW DRAwINc TrrLE .....i e'' 31 r / / Q LYNCH STYLE� y 33 3r ° .: � r/ZIEBTA M � , / / /� 386.06 SW4i 133 3 ' - , a (p L , / • / PROTECTION EXTG CURB TO 1\XXX.Xx TG = TOP OF GRATE EXTG CURB TO % * 384.37 AC . °° 7 i REMAIN (TYP.) REMAIN (TYP.) r 3 33 / MAT. EXTG. / - SEE ANDICAP RAMP /�XXX.XX AC = ASPHALT PAVEMENT �j '3 33 M 'ET• #2 -- THIS SHEET. HANDICAP RAMP # 1 GRADING DETAIL ict / i 3 3 3* 3 -fes 385.40 qC z // II /4 SCALE: I "=5' Q �XXX.XX SW = SIDEWALK / 3 p 3 TG: 38,.87 / 3 3 3 .D i44: 3$6.60 DOOR r �:` / / --- N'‘,N `. ! n ' v / .3- P / 1\XXX.XX FL = FLOW LINE CURB + 3 / ( ' 3/ (� � / / / i W 3 fes- • fitt raft "lift. ' r 383.42 AC '3 386.42` T� I , G ` 386.24 TC Q I\xxx.xx Tc = TOP OF CURB /1 ; r 3 / 385.91 / 4 385.74 IL, 33 3 rR �r tir) f .Z16.' , 3 3 385.81 TC ;T •r • ,. •� l I / 3 3 385.31 FL ' / o�� / 386.34 SW / p 385.85 TC Q (' Z CC NOTE; r 3 J �- 11/10 � 01 / 388.11 AC / A TOP OF CURB = AC OR FL TEV + 0.5 386.60 DOOR / Z / / / UNLESS NOTED BY DIFFERENT SPOT GRADES 3 385.80 FL 3 3r 366.46 SW / 3 386.53 SW /2.0% / �/ •_ / % 385.95 SW �� REVISIONS 3 r / 2.50 � i t3 r 383.4 AC 383.24 AC 385.97 S 386.50 SW 3 : . • • T� II > ��:: 385.89 TC T /�i t 0 3 5.91 TC y� 3 :5.; • . C 1m I / ��r r ° 3 .30 1 �i 3 :3 r / 387.03 AC o T1 i385.99 SW ♦�� 385.84 F�• N /�3385. SW /3 'lCONTECH FILTER ; '► 3 3 ' + 3i 3 i3386.18,/SW/TC 1' 3 33CATCHBASIN $ TC %` 3333i3 3i 3 3 3 3386.1 AC I, Q a / / _3 ' � � 3ii 33 3 / p� 308.32 A� � �f r W�/INLET SOIL 35.0 FL I� l 3 3 3 �� 3 aI \ rJ_ / IO rfPROTEC o0 �1N. - _ 3 3 3 3 r 3 3 3 3 . 0.2 385.49 SW r/•� /�rr ` 3 3 � 3fkF33 333 3 3 - 0 J iI d . VJ33 ' �` I 3 33 3 3 33 33 33 3 r3 3 3 3 3 a :4 = fX. / ASPHALTHVEE" GUTTER iI�3 3 / '385.0 FL ��i . 333r3r33138„28 SW3 �3 FOR DRAINAGE * a /�4 r 3 382.9G.-FL / 1 33 3 3 r ��, 33i 33 / '�+ � 386.39 TC46 TC 387.46 AC wBEGIN; NEW CURB /L( p ,� 3 3� i 3 3 46 AC / MAT. EXTG =3 'yf84.84,�FL 3 3 33 3 3 3 3 `� 388.65AC /� 'rr� � 4385.89FSTAMP 1 iii - / END CURB 3 3i -�' 33 33 3 r r i 3 r 3 VEE GUTTER DETAIL - wI ROPOSED AC SECTIO MAT. EXTG i f2 7.o u /73 f uY� !'�^�� ' ` 3N'-. ` I 3 3 3 3 3 3 39 3 3 3 3 r �, ° EE SHEET C105 I // i 1 NTS ' -/ 1 � D' r�^C 47 �l .a :/visa�- - II . a a a i 14 !. I' a Y�- ° to . - ° 4° i-' I- '/ I \\ -74 .a. Q ( R I �,?g 4- 4 A a a c W4. 385.40 SW ° \-„A �' e * 386.60 SW o . c' 5 75• ir 3`y . 1 ¢� 382.72 TG II r� a�' . Q 386.25 SW/ NEW ROW LINE. � SEE SHEET 105 FOR O �, 382.75 FL, EXTG_, 383.58 AC . 385.31 SW �� f AC PAVEMENT SECTION \ �'-' / �� _ ° a 41 MAT. E aDEDICATION. ' `° �� 1 - ° e . 4 a a a4, ° 24' �a ,, °fit" a 1 . . t� ` Ir�I/I, d ^ END CURB ° :MAT. EXTG _ "` a a d a. . 4 a , ---a., 1 0 ORE*." r r 1. . - a o a - e /64 OFF CENTERLINE . -J # - . a a a a.' . � �/. r 4 .a c 4 - h - �r[i •d �.• • _ • �7 3 \ , - CC y/�]y�.y� ON R ° e ° •�< a � �. 4 a ` � `� .. � La� d a .e . c /, � -h .. a d a %/ i 1 O 1/4' EXTG FIRE 3 3 --tea- � ° 3 f 3 3 3 . y '3 3 * a'--� / L1 I�1 _: -• 3 r � .el Z q . �� i � a 3 3 3 °. d r 1 3 3 /-. I �.�" 3 3 d 3 SEE SHEET C107 FOR ROW IMPROVEMENTS 3 3 . e 3 3 386.60 sW RENEWAL 06/30/1, y ., a 3 3 3 r r r a' - I: ° � a�7ae ' i3 a � a 3 3 3n ay 3r9 � Q . s `� ra3 3 3 \ /r d 3 3 3 3 a ,4. 'rI �iJ'HYDRANT 3 3 3 3 r 3 ; r r r i i 3 3 3 3 3 r 4 3 � st, ,,. � �,� � � •. ! i (a) 3 3 r ! 3 i 3 3 r r r 3 3 3 3 7 3 3 3 r / 3 3 3 a. , / 4 a�./ n ,' 3 3 3 r r r 3 3 31 3 3 3 3 3 - r -r r 3 3 3 3 I - .�� - y 3 , 3 3 3 r 3 i 3 3 3 3 3 3 3 / 1: VVR my], -� 3 3 r 3 3 r 3 .. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 r 3 r ry/3 (}i DATE: 5-Ofi-2041 MI\ �- ` ri1 8� 'j+� i 3 3 \ r 3 ' 3 3 3 ...3 a �-_i#�W.�_._.�3 /#T3 3 3 ! 3 ©H Y , 3 --- OH W 3 i ; 3 ;3" , n /v...,- / OHW 0H �LD�i. l/V ',,,., `__ `�. W _. 3 _ : ,_ , r �- 3 �__ ,, , 3 r , i / 3 i 3 ,SAN D I C A P RAMP #2 GRADING DETAIL SUBMITTAL 1 ,. __... . rg'�`, - 11111 �. ... .- �� -� l- 1 - _ - S- �•. _ _ - - STM1 - T- �-� - -� 'Srs�n - - - _ _ _ SCALE: I "=5' 0 DATA: 2 / S M / ,�w`� 2" STEEL GAS LINE Sl I O GAS G S WA l STM' GASA bECS / 1 AT K z 4 T_ GAS / I / GAS GA/VAT _ T 3 J COMER IAL DRIVEWAY DROP PER // CO ODOT TAIL RD725 - OPTION /� COMMERCIAL DRIVEWAY DROP PER �� r 1 ODOT DETAIL RD725 0 TION / 7 / / CO BID DATE: SAN --- f SAN ' USAN -- SANS^,' _ - S l SAN SAN SAN z SANK ,� / O CKE NO.. 1 / KITTRE Il .4:'4- E EERS7 LLC r-r/�� /�` �' / / / V♦ ARCH. NO.: 1075 SW P CI IC GHWAY / HWY / , / / c W f / / 6975 SW SANDBURG ST., SUITE 310 w SC : CC ZEETW SCAALEE W7 1 ! i / / / / PORTLAND, OR 97223 z / TEL: (503) 620-7209 p c t. ' os - ( 1' FAX; 503 -62 4065 13 x • ♦ .° .d �/ i a y i ° lel I I i m Crl C •-• - •Er �1 ISEE SHEETt�11 C108 ° i , i � _ .° / I I 03 ////1 .0 li r / a i a _ ; i ; 1 y 4 / C C v 382.BQ TG i �� ' + / - p v c - * i * , . 4 ! � � ' / o I I I a '5 418 �y i * / Q tielW Mit il1�ii iii r } i �� _a O ! + ° ':A �!y Co I II -Q uC] oPei Y-et i / H- /// / C +.1 3: 4 A 3 * * \ / MI 3 { 382.75 FL 383.58'SW i ° i i \ 4 0 386.91 5W 388.68 SW r _: , ! END CURB : ' • �4 a d 386.46 FL z a X87.32 SW a 1., _ ! A r l,� F 77 - / END CURB a -dilb-w� iiler 1' I,.„�ii.+�;; i;3i#*iii�;i* ; ii+ N� ; , 389.Q2 SW `TJ: AMMO 414. LE C .1 • ' , �< 4 ° • d y 385.31 SSW A . a . Q q i a d e u , e ° _ . ° a 389.14 SW L Vf i .445' END 3 2.72.1TG / , . • 1 Q ' 4., ° d : .385.14 TC ° 21 a °a °° ° `d 4 F- . 386.25 FL . °° ° ♦ . •4 • ♦a . • f ' 4LNvil 2.0 ,F 10" STM .1 . . MAT. EXTG. 384.64 FL a . '385.48 SW . ° , d , ¢ .♦ .•. a a + )ji389.32 SW a o !i dt+dam '�a °. a ... , +4 . ° ° - 3 a 387.16 TC �. -75'4 ■ . a �� : : ° - d4 ° - a- a G . e. ; . . .- .° : - . ° ° d � °: : - A ° a ° a . .° . • -C ° \A . ° ° ' .♦ . . ° c CV . °•° - a - 386.66 FL.;' ° 388.02 FL •° ♦ 4. .. � e• °' ° •� . . • ° 387.52 FL - •� A ° d a Z I!: j' a i °° a 4384.74 TC= , a i ° A a I y • I = n c, ° • • ° ° i a +Zi r i i + a i i r F ° 10 0 5 10 20 H MAT. EXTG. 8 �,� ;i y i i ° 383.07 TC ° 384.24 FL ° . 387.51 TC 388.39 TC ' a o Q Lu i ; ii ; 3 i o i r i �� 1 I I I } ° . i i ; i 3 ' ; ° i ' i d 387.01 FL a 387.89 FL 4 ' * A ; yi . ,_ a { _ oO 382.57 FL ° ° } �► + ., © ° G1USTORM LINE 44 © + +> �. ©� i i �+ `# �A �, \� a ; © ; � ° � • 389.98 FL " -1 1 inch = 10 rt. w �¢31.09 LF 10 5TM I i i i i p'c i ° • ° ; I + p SSL=0.5D% ' � 1cuiLl i � �i � A � i � i � t ;iiiiiii �i � Nye © �i387.20 FL 3 4 �+ + ' wNO O' _ C.YI m1 I U .-0_ 1 1b R45' BE E- -' ' ��/ y 382.97 TC 38 5 FL ° i , A i FUTURE CURB LOCATION - - �_� _ i •1.� _ 1;x'1` ° •- O_ivi, 1, ; ': 3i -� ©Ht,` \� 389.fi3 FL �f` MEMMEMil- WAT 2.0 LF D •, v .._ {W ��` .,� ---�$g;4$ - 1� . W -� ' 9 rr'� \.. V= OHW OH W_ - � � _ CLIENT O _ f .. .__ _ STM STM =fi/�.. TM -� - --1- - 1 2- STEEL X2.45 F /1 386.83 FL / STM - STM` = - -- O - GAS 6 �A � - - FUTUR65CttR8 ---- - GAS 387.31 FL _- -_ wA HS � - -/GA#�= - / �A�'AT -G'As�y' Q� _ I� 381.67 FL 382.09 FL 384.49 FL STATIONING (TYP) 387.00 FL ' 388.57 FL 388.96 FL / / Cn SDCB 04A 382.7 s © SAWCUT AND REM01/ff AN ,. .I - SAH 4WC 1 AND REMOVE /- -� X MAI. EXIG. V. - SAN SAN 5AN - O it _ SAN - 7' EXTG. CURB - REPLACE WITH J EXTG. CURB -- REPLACE WITH N w CATCH BASIN I SAN MH FLUSH CURB SECTION I CATCH BASIN FLUSH CURB SECTION RIM 380.71' RIM 383.69' RIM 384.63' S ' . . I 7 LLS It 00 12` IN (NE) 378.3' 8' IN (NE) 376.9' 12" IN (NE) 381.9' PAC '° 2 C H G V � d� � OWY U -8 OUT SW 375.0' 12 OUT SW 381.8 12` OUT (SW) 378.1' } SITE CONSTRUCTION NOTES CN m o CO Ca I • LANDSCAPE PLANTING AREA 4 AC PAVEMENT DRIVEWAY EXTENSION 7 CONSTRUCT 10' WIDE SIDEWALK TYPICAL 0 J Q SEE LANDSCAPE PLANS FOR INFO. SEE SHEET C105 FOR TYPICAL AC PER ODOT DETAIL RD720 - 11 In PAVEMENT SECTION. SHEET C110 - 5'X5' SCORING PATTERN. PROPOSED 2" DOMESTIC WATERLINE NiMiiiiMI 2 CONNECTION - SEE SHEET C109STANDARD CURB CONSTRUCTION CONSTRUCT 6' CONCRETE RAMP. PROJECT FOR INFO. 15 I SEE ODOT DETAIL RD700 - 181 PER ODOT DETAIL RD720 - r SHEET C110 FOR INFO. SHEET C110 - CONSTRUCT SLOPE o a COMMERCIAL DRIVEWAY DROP PER DESIGN GRADES. e 8 SEE ODOT DETAIL RD725 - OPTION A n CONSTRUCT G2 CONCRETE INLET 0 SHEET C110. I I SEE SHEET C110 FOR ODOT = 0 DETAIL. W cE ‘ / N 4, O ix Z - Z LEGEND ; 0 - 0 0: w ix W IX = O EXTG CONIFEROUS TREE * % En m in 4k 392 392 CC EXTG FIRE HYDRANT 3 11 ;2. a '_ EXTG WATER METER ® ei - i= m HWY 99 EXTG. CURB LINEwr~r EXTG WATER VALVE � _ sc -_ EXTG SANITARY SEWER CLEAN OUT DRAWING TITLE HWY 99 AC - 8' OFF EXTG. URB LINE6% APPROX EXTG CROSS SLOPE EXTG SANITARY SEWER MANHOLE OS - - •A'-OFFSET-'TO EXTG. CURB) EXTG SIGN HWY 9 8' OFF EXTG (BEST FIT LINE)' --- -- ,�-- N EXTG MAILBOX Es] 1411 APPROXIMATED W 388 ! co V) - 388 EXTG STORM SEWER CATCH BASIN ® ` _ • - - __�Ggi.A 10+45 c N o G 1�" STORMLINL EXTG GAS METER © V L� HWY 99 PROPOSED CURB LINE (FUTURE) `= - Sp Eli571N OX. NOT TO BE CONORUCTED FROM THIS PLAN SET � -- _- r-S�E O 11C+�� Cr)��; EXIST 40% ApPR • EXTG GAS VALVE D4 Q "` '4-- �� - FOR CONS a3 m v SL EXTG GUY WIRE ANCHOR E- EX HWY )9 PROPOSED CURB LINE (EXTG GROUND)-\\ _ - oo o cii U N o "a r_ _ 0 w k cL xi- EXTG UTILITY POLE �� 5 23° ao (11(- + o + ' 0 t� EXTG ELECTRIC METER El 0 gi cia /r _ - - Gip '- 0 F- to _ m z o 0 EXTG GROUNDING POST o' �? HWY 99 PROPOSED CURB FACE (EXTG GROUND) I 1- i-' + z 0 + Q -- ¢ a o cV tY o_ i- ce � w�-1&J O r o r 1 OF- . 4. cV O • _ - _- •' �. o od o``' v cn cn 3 cn r') o 0 yc a EXTG BOLLARD ° �I` 0 _. 384 • a0o er ct w -a ~ EF > �,-+-1'- EXTG FOUND PROPERTY CORNER MONUMENT la.3.5X 3.5%___A_PDX " Off SS SLOPE A _ m a 0 cc 35,., m . c� o o 0 i ^< z 1- CU- o c 0 0 w O C D - C '- o © „ o Iy z IMMINMI RIGHT-OF-WAY LINE _-- -----..------ tli‘.I.P4511--: n. 0 op- 0 m Li a ao Aw' w ILIz N �o PROPERJ6UNEY --�_ _ .......� REVISIONS -f - l SPOTco Z O + E- to c°. % Z cD w n 0 z_ o gt? u� iw o o EXTG C cuss N m w - a z �� a m o a- - tr WmCr - -" _- 381.6 - ' "' f� E �' "� m ~ ® o z 0 O. I EXTG EDGE OF PAVEMENT N cn YORMLINZ wDrY � w + ® w � A 81.11 6 � z � 12 5 to rix vcno � m oz a QN - EXIS��G PROX �- ¢ v EX1.TING CATCHBASlN EXTG FENCE LINE -0 0 0- c�o+ 440% Ap oo 0 PROP. CURB STA: 0+68.65, &.73 RT. I- m_ Z oo SL� ¢ cn _ mz RIM=384.63 EXTG POWER LINE --PWR PWR- n_ o - o �_`[.s a ❑ _ o m � 12" IE !N (E)=381.9 384 EXTG OVERHEAD WIRE �OH W OH W- A 3®0 � � z0 °° :: C“1:1 � in w r` o � v R 12" IE OUT (0=381.8 I - - a 0 w -CO CO m •u• E Ix D °" o h ,,, EXTG GAS LINE - GAS -GAS-- w A �" aeim o ¢� vrrrrt� 4= mvUN v wo on 2 o n w Z ^ o , EXTG STORM SEWER LINE STM STM- L.L.1 LoW STAMP o . z 0,r; Fg_r(_) cn '`'-zoo EXTG SANITARY SEWER UNE €5 - SS a_ s - 2.4 lr X00 ,7 0 0 w a °' N w m z o m a EXTC WATER LINE -WAT- WAT �'�`V �� £? � I- 5'Li ud o z 0 a PROPOSED CURB 0 °� 3,75; /,,, .l CO I- a0wo PROPOSED LYNCH STYLE CB a (-NI- I •� 6 0 376 �d - 376 PROPOSED STORM LINE %v.,. `'4' : , ti�AO PROP. CURB STA: 0+3.13, 8.36 RT. PROPOSED STORM MANHOLE 0. S b K`� CONSTRUCT ODOT G2 CA TCHBASIN RIM=381.75± - MATCH EXTG. ACRENEWAL 10" IE IN (N)=379.24 PROPOSED 1" WATERLINE 1" WAT ae/3on1 DATUM ELEV 10" IE IN (E)=378.93 DATUM ELEV PROPOSED 6" SANITARY 6" SS 374.00 10" IE OUT (1/4)=378.83 374.00 Z DATE: 5-06-2011 0 BLDG. 0 SUBMITTAL ��W//�� DATE: VJ 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 1+85.82 m 4 BID DATE: Z SW PACIFIC HIGHWAY PROPOSED FUTURE CURBLINE PROFILE KITTRE E EERS, LLC U.0) CKE NO.: V J HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2' ARCH. NO.: 1075CC W 6975 SW SANDBURG ST., SUITE 310 W SCALE: PORTLAND, OR 97223 Z SHEET w TEL: (503) 620-7209 0 _, C107 FAX: (503) 620-4065 0 C # nr _ - I o� ., �N � o __ p U C 03 2 40500e ----- -- 1 fr L ___ L r i + i • �' N C i r r r i i i Ilit/ 041 __G i + r + i i i ' i ' i i i ' i ' r ' i ' + i C04/c--6 / i i i i i ► i i i i i i ' r i co LEGEND i i i i i ► i i i i r i i i i '' ' i ,i / Sl/d:AilHili,Fr i + + i i i + + ' + + ' ' ' ' i ' i i ' *41-A - i i i r + + i i r ► i i i i i i ► i i ► v C ! ii ;3' '`�1i, \ ii ii ii i t i i i + i t r i i i i i i i r iI i + ,�\G�` i i i i SD CB 0 1 A i i i i . + i i + i i H ' ' i + S CO -.1(;1744111-*.4 ► i i i *STM' i 1**** ' i ' i ' i ' i i i ' i ' i i i i i ' r i ► i ' + ii ' ii .04 LF 6" STM ' i i ' + i i 'i * i ► i i + ► r i '+ i 'i i i i + + i EXTG CONIFEROUS TREE �.� i i i *_ ii i 'i i i r i i i i + i ► r + i i i i i i i + + N i r i r i \ i /,i i ► i i i i i t i i ► i ® SL=1.0% i s i r i a CL< g o it i i �. i i i i i ' i ' i i i i i i in \ 1/ n EXTG FIRE HYDRANT ' r ' r 'r i '+ i i i i i i i i i i ► i i i i i i i + + i i i i i i i ' + i i ' + i i ' + i , ® av Q °. ' i / tu EXTG WATER METER r+ i i+ i i i + i i *0** ***A ***A + i i t i +r i i i i 'i i i ► 'i i i + ' v 9 i i 6 i WAT i i i i i i + i i i r i r r r r i ' i i i + /-41411., i i i CO-Mingle i 10 4 5 10 20 H N c� EXTG WATER VALVE �i i i i i ' + '* + i + i + i i r �� ' Trash Recycling ^ OyLu \ / W 0- b 9MG. 4. EXTG SANITARY SEWER CLEAN OUT o� + 3 i 1 inch = to ft. +2 i :// W +av.122 1 2' BEND `� NEXTG SANITARY SEWER MANHOLE OS �/+ i ' ► V / rXEXTG SIGN -- %'' ►ii 'i / / u a 00 ■ EXTG MAILBOX ® /� iii i► ' n \ / ► i i ► ISD CO0 q p / CLIENT 0 EXTG STORM SEWER CATCH BASIN ® i + i ' V (, !U O EXTG GAS METER © �ii 'iii ' - cv / i EXTG GAS VALVE P4 ,ii ii i i /---- \ / EXTG GUY WIRE ANCHOR C `, , i r i /a/• C� EXTG UTILITY POLE `� , ►i r' \� - a S/ O EXTG ELECTRIC METER ' ' iii iii O��` /S�� n \ / O W ' i �O EXTG GROUNDING POST 0GP i ' S /�F i i 3 J i1 : i � / grow l..fiI 7f1L17 STOIC+!DftAJ 111DATA EXTG BOLLARD O i / '�� ' ' iJi i i i / z Q Z EXTG FOUND PROPERTY CORNER MONUMENT • iv. . .. i ii i ►► . . i +i i CNI ►+ i '; i '; i i i - 'i + + / ' i i n \ / i a i 'i i i i i i i i 'i iiia i i'i t i'+ i i i INSTALL 4" SD LATERAL lNSTAL222S 'L2SaANDARD LYNCH TYPE CB 4. m O CD RIGHT-OF-WAY LINE ' i _ SD CB 02A I i i i i i ' i ' i ' i ' i i i 21.10 LF ® S - 1 .00% MIN. RIM=385.24 • J ►'`7 PROPERTY LINE -- , ' ' { i i ' 9i i i i CONNECT TO FOOTING DRAIN • J 0 �.-- -- i i i i i i i 3 i i i " i i i i i i i i i 9 i i � 0 INSTALL BACKWATER VALVE © BLDG. 6 IE OUT (S)=383.74 i + 13.77 LF 6 STM i ► + r ' ► ► i 9 * \ 8" �/ In EXTG CURB 'J i ' �' SL=1.0% i ► i * i #FOOTING DRAIN ' i ' i i i / IE AT MAIN = 381 .49 IE 0 45 VERTICAL BEND:382.74 i i i * APPROX. LOCATION i i 3 i 9 i _ / INSTALL 4" SD LATERAL SID CO O1B EXTG EDGE OF PAVEMENT �>r zr' i 1 , i i ' `° P. -+ ALL SIDES. i ' i i i ' i 2.83 LF 0 S = 1 .00% MIN. PROJECT i +� - ' i a i i i i i ' i ' i ' i CONNECT TO FOOTING DRAIN CONSTRUCT STANDARD CLEANOUT EXTG FENCE UNE -o o 0- iii i* / * i ', 'i 9 i ' i ' 'i # ,� 6R!MIE==382.23 MATCH EXTG. AC o INSTALL BACKWATER VALVE CO BLDG. " .o Q i r •/ o" 4 i 9 i + ' IE AT 6 MAIN = 381 .66 v o -PWR- PWR 1i i „ -a 41 43=� • gid. + i ii i i 3 / LATERAL M 7.0\ / LF ® SALL 4" SD 1 00% MIN. INSTALL STANDARD LYNCH TYPE C8 EXTG OVERHEAD WIRE OH W -OHW- i+ iiia @' SL=1.0% e ° .� ,= d 4 3 / CONNECT TO FOOTING DRAIN RIM=383.81 J i i INSTALL BACKWATER VALVE ® BLDG. 8 1E OUT (S)=383.32 141 IX v) w U EXTG GAS LINE - -GAS GAS- ' ' i {+ 7 V p _• ' ,•••;•`;•.; i i ' + IE AT 6" MAIN = 382.73 k SD INTX/1 02U , a d d ••••••••,- i i i 3 Z i I _ �. •♦• •.••. i i IE ® 45' VERTICAL BEND:38].51 d z ii EXTG STORM SEWER LINE STM- -STM- i i �° �,`z //.f', D -: ,y';'•;�•;`•; ' ❑ INSTALL 4 ROOF LATERAL $Q 1NTX 02B 1000 ► i40 ,•Alit .0. I ` 21 .10 LF C� S = 7.34 " " < w EXTG SANITARY SEWER LINE SS SS i iii ' OCI�O i �•�'��` / IE AT 8" M3AIBN •00381.45 6CONSTRUCT.62 x 8 W}7= ce _ O_ ' i ' ' i 4./ v ' i " $" MAlN=381.54/ / 1 1 ii . EXTG WATER LINE WAT WAT- 5 ' tn i i i 5INSTA4 ROOFLATERALPROPOSED CURB Iii ' ►i= i+ iii' iiiaiiiaii'riJI i i/ 21.10 ENDLF ®83.00 8.29% * m ►M aSD L�0 t?2C257 PROPOSED LYNCH STYLE CB ® ► ' i O i i i + ► i � 9 IE AT 8" MAIN = 381.25 CONSTRUCT STANDARD CLEANOUT (/'>' to 0 Zi I ' ,d- • NSTALL 4" ROOFLATERALRIM=3$3.fi1 - MATCHEXTG. ACOO r HPROPOSED STORM LINE / 6 8 lE IN=381.25i 'iii + C j�� , ° . D + a / 7.0 LF ® S = 15.00% INSTALL 8"X10" REDUCER AFTER CLEANOUT PROPOSED STORM MANHOLE O /i ' ► �' d i i /r IE END 383.00 10" !E OUT=381.16 + i 0 /,// IE AT 6 MAIN = 382.95 DRAWING TITLE %,,,,:_,PROPOSED 1" WATERLINE 1" WAT r MINOMMilliiMIN i, i + I IN 4. . % 0 7 INSTALL 4" RQOF LATERAL Sp 1NTX 020 ❑ 28.50 LF ® S = 2.80% CONSTRUCT 6" x 10" WYE r i I / IE END 383.00 6 IE=381.23 i i i i PROPOSED 6' SANITARY f)" SS 1.-- i i I . . ° 0 i " IE AT 6 MAIN = 383.20 i i i+ • d d° I ' # % '�• .•;'`•. ` . INSTALL 2" SCHEDULE 80 10 MAIN=381.15 i q �•,r i i 3 9 ' A'. T'�' c o / ® DRAIN PIPE FROM RP VAULT TO WE i i 9 � I .•;_- I 6" STORM LINE - INSTALL 45' INSTALL CONTECH STORMFILTER CB Z A ► * i / iQX /,� WYE AT MAIN. 2 CARTRIDGE "DEEP" MODEL / i i+i i o _ _ / # ' "•� 4~ 4. 8.00 LF ® S = 12.5% ICK / SEE DETAIL SHEET C114 RIM=3$2 72 MATCH EXTG AC / f ' i ' /1/ - , I 2p fO" !E 1N (S)=380.90 4.4+ iI r © I V I 1 " 1 OUT 7Mel i* SD CO 02C / CONTRACTOR TO ,� 0 E (S) 3 9.42 E► Z' i VERIFY PWR LINE �` I � SD CB 03A / BACKFILL NOTE: i ' LOCATION jot I ` PIPES UNDER PAVED SURFACES REQUIRE GRANULAR BACKFILL. $� (,� 03a ~ ' i i 14t) a Ill FOR PIPES OUTSIDE PAVEMENT, NATIVE BACKFILL 1S PERMITTED, C4ii ISD 1NTX O2D l UNLESS OTHERWISE NOTED INSTALL STANDARD LYNCH TYPE CB I O i i I / .r r •. .� 41/111r .�° RIM=385.87 - i ' /o °&� UNLESS OTHERWISE NOTED, ALL STORM LINES 6 IE OUT {S)-384.37 6 1 ARE TO BE PVC (ASTM 03034) IE 0 45' VERTICAL BEND.383.37 O 0 ii I © 11 , 77? i i i 12.27 LF 10" STM _ "� l f cn / NOTE: ALL 2"x 4" SERVICE CONNECTION MARKERS caN STANDARD CLEANOUT REVISIONS i i ® SL=0.65% �� i I ® rn o I2 I + i i I '-• I E SD CO 03B / �' TO BE COLOR CODED WHITE (STORM) RIM=386.40E (LANDSCAPE GRADE + 0.2') �' A + + co 6 lE=382.38 r + r oz 2.83 LF 6" STM _� . ; l� m r^ THE CONTRACTOR SHALL FIELD VERIFY N ® SL=1.90% CV r 22 1/2' BEND & I `II - �' LOCATION & DEPTH OF EXISTING iA 7p _ Sr0 © f ti o m / THE SIZE, /. . i+ 11 1/4 BEND ��o �2 LFRtij �i r; d l v , oUTILITIES PRIOR TO CONSTRUCTION NOTIFY z n 45' BEND & 6 111 �, ' 6" S� LINE , , 4 ^O o ENGINEER OF ANY DISCREPANCIES PRIOR O ' r O IO / a y rM i o �+ T i + ' 11 1 4' BEND \<. ciiG,�� 'P 14. ° ° i i i 0 S j' i \ 0 COMMENCING CONSTRUCTION r 7 ,T i 'i , i i + 'i 'io O d4I '5' z / NOTE: SEE PLUMBING PLANS FORCC + iWQ CB 02E �� S ii 90,3 \ a a UTILITY CONNECTIONS WITHIN W A + '�O �O CONTRACTOR TO if, i ' + + ' 8 p \ I / , '! + + s �� VERIFY GAS LINE ' 'i i 'i i + i ' ► \ �, O / 5 OF BUILDING PAD /h0 LOCATION 4' N. ► i y■ 'i _ ' �')• " ' + i ► i ' i * i ' r ' i ' CL lipo .79 LF 6" STM \ 1 1 ' U-I SUMPr �( i i i i i ► i :► ® SL=1.90% ° ' ` ''C r i i i ► riI, ' - IWO - - - - ° ,= ...' �r„. ..,i , ' i _ * N - - _ 1 - + ALL BENDS AND WYES ARE 45 UNLESS y a - - t � � - •.. a .4 � ,. 4� 4" p � ° SPECIFICALLY LABELED OTHERWISE � ��c eR Air 1 4 l 0 • '4' • e 6 'a •d d ..4. d E• �•' r ' 4J a d ,- a NEW ROW LIN II • _ A •� a 4 ° a d - - _ ..1 d .. d d ° ..t-. a ) J .: O y 5 '7`J I�l / 1_ • • r ° :' ° °, [i 1 a • ' - • a n ° d : • a •.. ° •• 4 . ay. •a 24' DEDICATION. d °• ^ ° Tvgil! d• ° - � �, I - 4 d' . d` r< _ 1- • 4.- . a A. "°6 ° 4 s ° e a d ° _ d° ° • • • • CN .• �. • q ° " 64' OFF CENTERLINE. a ' . �- y1 , �, _ �. cc $ �- t. STORM LINE 04 . ! 4 , . ° e iJ • - ° �° ° d' a ` ° a • '.4 • a ._ .° •4 a • �1 d _ • .°. I q 4-•' ° _ Q a a ••r•a d a d� _ - / `" 11 . �O SEE SHEET C109 e i i i `-'- t i i i y •. e V FOR INFO. I i i ' •d . d ' ' r ' ' i i i i i r i a. ► ► + as 4 . Z r Zi i + i ' i ► r i i r i + i + ► i i . • i i r i ' , 1 i ; i + r ° °d a •° (� a i '� i �� i i i i i t * A i i i t 4 * * A r r i i i i i i i i i' a °-9 4 4 a• • _ . i i i i ' i i s i i 1 E RENEWAL 06/30/11 ' i . t 'a� i ► i i i i r r i ! } i i - ° • a i i i a + ' r ° .'. ,.' ► + ' ` i + r r • i ? i i J i i ► - d ° • r i i i i " a r �. c /• ° i i ► / ri i i i i i i + • i i ► i i t + i r 3�� r i r [ *j -; ii ii U i i i jj + ' i i r i + ' • ' i + i i PVA, I 4f4 / i i + r 3 i i i r r r r + i r i i i i r ' i t1 R9 i * i ii * I i i t i i i i 9 t i t i ' i t i i .+� + i i i i i i + r ' i i + + Z i i + i + i i i i ► r 9 i i + �' i i i * i ► i * DATE: 5-06-2011 - W� _.. iftm ---91-1w_ -. _ i W. ' OHW -. --- W'- .-:_ iWri--�i i ► a i�0'}�Wi �-% i i + +i ii-* i ©H�14� ' i OHW ', i; ii i� r I OHW - OHW O BLDG. _ L'.. ../..„.,L,...:,,„,,, ,„_. _ ' i i ' SUBMITTAL i - - _ i ► i i DATE: - - _ _ IiiJ 5 inn -_ - - 5 i M ,.� f` `'��""' TM _` _ ` - - - - - - _ _ - - - W C ' � � -v - ii STM STM STM --� -L . - 2" STEEL GAS ZINE GAS LINE ' GAS GAS WabHS ! �� / STM STM Ct z GA iXTG=-CURB GAS -GA1/ GASWAT - Q 3 s0ce 04A Q SEE SHEET C107 / / ' / CO BID DATE: _ - SAN - FOR INFO. SAN C SAN -- - SAN - SAN SAN SAN ---1 SAN SAN - Z O CKE NO.: SAN CATCH BASIN SAN 8 , CATCH BASIN ' &-H ', . ,/ AY ,/ ,--MY KITTRE B , E EERS, LLCARCH. NO. 1075 RIM 380.71' RItv1 383.69 RIM 384.63 SW P .. C l I C Nil• ' IN NE 376.9 12 IN NE 3$1.9 CE 12 IN (NE) 378.3SCALE: B" OUT (SW) 375.0' 12" OUT (SW) 381.8' W ,;; 12" OUT (SW) 37$.1' 6975 SW SANDBURG ST., SUITE 310 z PORTLAND, OR 97223 z SHEET Z -, TEL: (503) 620-7209 0 C108 FAX: (503) 620-4065 0 75. 09.1 4., 0 ; r+ C C o C 2_ NE e N _ 0- •5 CON U a W o o 'o 0 * A 7 C 4.1 Lr)IS) -g; LEGEND u.wuw�Wlw.wi i r i r 3 r 3 i ; �, '�{ ". ..,..yr*� , r i r r r i r r i + + i ► i r r t I = .5 w cop "" + " i + i i + i + i t + r r r i t + i + r I �, L ow' / 44, �,,,,�u,;..i .•...+��y"►'�'++�" •'.r + r• ; i i i ; r r r i i i i r ► r r i r rvA1 � + irrriEXTG CONIFEROUS TRE€ 1 i + i i i i + i ; i + r i • i r r i + i ► + + i r i i + + + � + "� O .. _y+w.. 3 r r r r r r r r r 3 �� ......Y� 3 i r r r r 3 3 + i •i 3 i r r - ` ,�,� �� yila i + i 3 i + i 3 3 r 3 + r 3 + + i i 3 3 3 3 3 3 r 3 ► 3 3+ 3 3+ +i+3 33 i 3 + + i ri 3 + i + A Q EXTG FIRE HYDRANT '.`r" i i`� r r + 3 3 * ** IAA + 3 3 3 i r 3 ' + NIA .w�i....o . "i 3 3 i 3 r r tn '_ i i i i + 3 + + i i + r r r �- i r EXTG WATER METER f + . SV r.u. r i r r y i r i i+ i + + i + i i r r + i r + r i + r r r i r r i i + + r 4 < a N I r + + • r i r i r + i a . r I n WAT + r r i i r i i 3 r 3 3 3 3 i 3 i i r r r r + + + i + , r . r i - •. °a r CA EXTG WATER VALVE D4 -- i + + 3 3 + r r i t r i 3 r 3 i 3 i i i+ 3 i3 3 ri + r3 + + + i 1 i + + t9 3 r z C r 3 3 i i i + r r r r 3 + i EXTG SANITARY SEWER CLEAN OUT + + 3 + i r + i + + 3+ 3+ Trash Recycling 1 1 1 H�. r b a + i i a CO--Mingle i 19 0 5 10 20 3 + r r r i 1 inch = i0 ft. EXTG SIGN / r ▪ r r i i EXTG MAILBOX ® r ' r 3 (.� �� / 2 ✓ i / � .V g� EXTG STORM SEWER CATCH BASIN 0 it + 3r n WATER CONSTRUCTION NOTES / eimmimm• EXTG GAS METER IA 1 +* i333 3 cuENT O r 3 r 3 �./ EXTG GAS VALVE AI 3 r i i O INSTALL 2" "HOT TAP" DOMESTIC WATER CONNECTION EXTG GUY WIRE ANCHOR 0 E-• 3 r 3 3 / / 8" DIP FIRELINE. EXTG UTILITY POLE `a, * 3r i +r / / INSTALL 13 LF OF 2" TYPE K SOFT COPPER 3 WATERLINE TO DOMESTIC WATER METER. CC EXTG ELECTRIC METER EM a r +i {ANY LINE TYPE SUBSTITUTIONS MUST BE N LC :Li GROUNDING POST o 1' 3 i 33 / n \ / APPROVED BY TULATIN VALLEY WATER BEFORE HAND) EXTG BOLLARD 0 0 00 i + ++ ' r+ 9 i~1 O t�J EXTG FOUND PROPERTY CORNER MONUMENT O2 INSTALL 13 LF OF 2" TYPE K SOFT COPPER A r 3 + ; i ' { 3 3 3 r 3 3 r 3 3 ; U �; 3 3 WATERLINE TO DOMESTIC WATER METER, RIGHT-OF-WAY LINE - - - -- r 3 3 + 3 r + 9 r} + 3 3 3 r 3 +3 +i A � 3 9 (ANY LINE TYPE SUBSTITUTIONS MUST BE Z Q Z co r 3 r 3 / 3 3 3 3 3 9 3 3 3 5 3 n APPROVED BY TULATIN VALLEY WATER BEFORE HAND) £p 0 CO PROPERTY LINE --- -- - 3 3 �/'� ! ��.. r i 3 3 3 3 3 3 3 3 3 3 3 + i 3 , 3 3 3 pr r 3 3 3 i 3 _ I f i 3 � 3 3 � 3 3 3 3 r 3 INSTALL 1-1/2" DOMESTIC WATER METER. Y • J � EXTG CURB + r ' 3 3 3 3 3 r 3 3 3 3 3 r i i 3 , + i + , r i 3 r 3 SEE DETAILS FOR INFO. J O r 3 3 r 3 3 ! 3 3 3 3 3 Y I= § LIQ) EDGE 11'- 3 3 i 3 , 3 3EXTG EDGE OF PAVEMENT 3i/33+ 9 r33r 3 3r r313 3333 3333 33 3 33 3 33 3333 33;3 3333 +3 33 C� II ® INSTALL 11.3 LF OF 2" TYPE K SOFT COPPER EXTG FENCE LINE -a o 0- i i 3 q°. • 3 3 3 3 3 9 3 3 3 3 3 3 3 WATERLINE TO DOMESTIC WATER METER. MiliMMIMIIIMI i + I = + i a4 ° 3 i i 3 + 3 3 3 3 3 3 3 3 3 3 3 3 3 PROJECT EXTG POWER LINE PWR- PWR- 3 + rO + r 3 3 3 3 3 i 3 *A14 3 3 i (ANY LINE TYPE SUBSTITUTIONS MUST BE / 3 3 , r r 3 3 3 3 3 APPROVED BY TU LATIN VALLEY WATER BEFORE HAND) `t i 3 i i 3 . d i 3 i r r 3 3 3 r 3 EXTG OVERHEAD WIRE -OH W- OHW--- r I ,,� •o a : 3 3 3 3 (1 \ / ® s z 5 INSTALL 2 REDUCED PRESSURE BACKFLOW ASSY. 6 z 0 I°. d •. i , 3 3 1 r i t-- 49* /9 . 4 3 3 3 3 r 3 I A . 3 33 3 / O SEE DETAILS FOR INFO. _ EXTG GAS UNE GAS -GAS 3 + i _ Qa . ° 3 i� i �; N EXTG STORM SEWER LINE STM STM- + F3 a ad 4. / . 3 3 3 3 © INSTALL 61.5 LF OF 2" TYPE K SOFT COPPER w W v_ i _ i i 3 ** A.r O • �i�j�+�i•�., 3 3 3 i 3 3 3 3 w a i r ` r a .•.•,••., , r r 3 WATERLINE TO DOMESTIC WATER METER. z - EXTG SANITARY SEWER LINE SS 55 1 r r 3 1 / Q r �,''.'�•:� . . . Z - r r , O y��, �� (ANY LINE TYPE SUBSTITUTIONS MUST BE W ,..) < 0 r 1 �!!�•;•;: APPROVED BY TULATIN VALLEY WATER BEFORE HAND re W EXTG WATER LINE -WAT- WAT-- A r i if / �, } W 1- ct z PROPOSED CURB i i 3 3+++�' i i i r '` 3 :711,/iCLEANOUT 7O END 2" DOMESTIC WATERLINE CONSTRUCTION. 3 i i r r PROPOSED LYNCH STYLE CB VIII r i 3 i r 3 01A 7/ / SEE PLUMBING PLAN FOR CONTINUATION. J M D PROPOSED STORM LINE + rr + rQ r ce +i i ++ 3a + i3 3 r3 + .1 r 3 3 < ~ M Q$ 2" SCH. 80 DRAIN LINE FOR RP VAULT. .6 N Cal Z '� r r + r 3 r 3 • I 3 `r �a � I � SEES SHEET C 10$ FOR INFO. Q ft � F-- � PROPOSED STORM MANHOLE © r 9 3 3 3 d. / 3 a 6.80 LF 4" S5 // / r 0 * 3 . _ * GREASE VAULT ! MINIMIIIIIIMIIII © SL 2.O o / DRAWING TITLE PROPOSED 1 WATERLINE 1" WAT + * / + PROPOSED 6" SANITARY 6" SS 3+3 ,• I / 4 #4, CLEANOUT 02A SANITARY CONSTRUCTION NOTES Ct + 3 - • COCLEANOUT 04A AO 5.50 LF 4" 5S W . 0 SL=2.00%+ 4: f .. . ':: ;.. : SANITARY CLEANOUT DATA LATERAL ENDS (PRIVATE) iftft r i OAii‘ .:.,:, • CLEANOUT 03A / 4" _ ,, 3 �' CO SD CO OiA 1 GREASE INTERCEPTOR LATERAL `' ® CONSTRUCT STANDARD 4" CLEANOUT 4" IE 0 END = 383.00 S `'/ ;:•;.'►;.0 �l / RIM=386.33 - MATCH SIDEWALK SEE PLUMBING PLANS FOR BLDG. CONNECTION. ii .1 _ / OI ASitelotrof 4" IE=382.94* 3 •```' 2 4" SANITARY LATERAL �. o O - i 3+ �� _ 3 0/ 0 ��V _ a SD CO 02A " 4" IE ® END - 383.00 �i �/ © CONSTRUCT STANDARD 4 CLEANOUT A I CONTRACTOR TO '►'i 3 V ,' i I RIM=385.84 - MATCH EXTG. AC SEE PLUMBING PLANS FOR BLDG. CONNECTION. LV r I� I VERIFY PWR LINE CV r r LOCATION i ' S ` ' I I 4" IE=382.72 Ifts 44(left, lki.4 'if} I SL L2.00'.~ O 4" II EY CMAI N ECTI 382.5$ CO ~ Z i i / r •� /41) (L O SD CO 038 1� i Z !, i + ,�/ C� 3 3 ..3 ., .� tit � + CONSTRUCT STANDARD 4 CLEANOUT Z CCJ!I3 + / �r (% � RIM=386.02 -* MATCH EXTG. AC 4 4" WYE CONNECTIONhI i r � o I ,I ; 4" IE=382.64 O 4" I£ ® MAIN = 382.47 a 0 4 di. i 1 / / VI 1 i Iii 3 J � r Zi" AI SQ / CONSTRUCT STANDARD 4" CLEANOUT 4" WYE CONNECTION (CONNECT TO EXTG 4" SS LAT.) REVISIONS a. r r i� 1 f v 2 RIM=386.30 - MATCH SIDEWALK O EXISTING SANITARY LATERAL APPROXIMATE. d' r / 3 Ia 4" IE=382.94* 4" IE 0 MAIN = 380.41 ± CONTRACTOR TO VERIFY. n P. r 3 r .� 3 \ mI 1 �•1 + �� a// `�' 48.20 LF 6" SD CO 05A GREASE VA UL T DA TA N �- �i� r 3 3N E'•, i • IL.3 I CLEAA11�l T 06A r + 3 3 r 3 ' Q� rI Fg I RIM=386.65 - MATCH EXTG. AC SEE DETAIL SHEET C112 z n / i + �i 3 3 3 3 3 3 3 3 +i i 3, r r ' 3 ° ° o 4 IE=381.6$* RIM ELEVATIONS: WEST = 386.07 EAST = 385.68 O i r�! I P# ' r 3 r i 3 r _ 3 �. '+O B5 S 22-1/2' s 1 SD CO O6A 4IE 1N = 382.86 V J n i a 3 r r r 'cr 3 /4. ` r i 3 3 i 3 3 3 3 i t ++ + C !� -a - ej CONSTRUCT STANDARD 4" CLEANOUT 4" IE OUT = 382.76CC �' 3 �� / CONTR�ICTOR TO 1 I 3 3 i 3 3 i 3 O 3`* i 3 •fJJ i ,. ,� RIM=385.57 - MATCH SIDEWALK #NOTES BEFORE BEGINNING SANITARY CONSTRUCTIONWy 1 ' 3 3 3 i ++ �/ VERIFY GAS LINE0 , 3 r r 3 3 * 3 i 3. 3 3 +3 r 3 4 r 3 ° 4 IE=380.48* CONTRACTOR TO VERIFY EXISTING SANITARY LATERAL I.E.'S i LOCATION SS `/ ��lif �� 3 I 13 3 •.i 3 r 3 r 3.73 Y 3 S i a + e " ( W STAMP © 3 � 3 63.50 LF 6 71SL---------1CLEANOUT05rA BACKFILL NOTE: AND LOCATION BEFORE BEGINNING SANITARY CONSTRUCTION. � � - - Zet( i3 333PIPES UNDER PAVED SURFACES REQUIRE GRANULAR BACKFILL. CONTRACTOR TO VERIFY THAT 2% SLOPE CAN BE MAINTAINED r 1 IWQ CBI I' 'III / ° a � 3 I3 * 3 i 3 r 3 r �!M . �` SL=2.00 MIN. PRq+�'►�+,, �4 3 �) - - `fir I� _. -•- +- r. _ _ _ I I - _ FOR PIPES OUTSIDE PAVEMENT, NATIVE BACKFILL IS PERMITTED, THROUGHOUT UNE LENGTH BEFORE SANITARY CONSTRUCTION S ' • a • °, •.. °a 4 •d° . 1 I C , .. UNLESS OTHERWISE NOTED BEGINS. ea ssomee# ti?0. a . a ° . f - 4 .4 4 ° °. d 'a - . I ° O x33.7 50I �lo ° . . 4 a • a d a4. 4 4. 4 4 4 CONTRACTOR TO NOTIFY CIVIL ENGINEER IMMEDIATELY i- NOTE: c ,. a 4 . ^ .44 I a 3 ° U . ' a • y t... . . -. NOTE: ALL 2 x 4 SERVICE CONNECTION MARKERS O y MAW ra \ TO BE COLOR CODED GREEN (SANITARY) IN EVENT 29� SLOPE CANNOT BE MAINTAINED. °- a ° di ° _• . - '.a.• d °- • ° . .. d ° - a N a " 4 • 4 a a F . .I . 'P 4 4 Ct ' ,°. 4 4 . a _ . 4 _ - _a v �,a 1 ,° . a d - ° a ae °' 4 ° 4. r O a ° ? dam, it 4 • i i 3 3- 44 �. ° + + * * 3 r 3 3 lei- a-. -.. _�� /5, a I N THE CONTRACTOR SHALL FIELD VERIFY /s p t z .1 EXTG FIRE I ,� * 1 Zr r * r 1 f" ii i3 + i ae • .. a4 d d 2 3�3 = * * i * * * 3 r i 0 3 3 i i r REEHEEWu O6/3p�11 Jrf d.`-CY rte. / RI `\ THE SIZE, LOCATION & DEPTH OF EXISTING NOTE. SEE PLUMBING PLANS FOR W 1 3 3 3 9 4 4 (n 4 f + i + "/i t + + 3 3 r 3 i * r 3 + 3 + r + + , ,.f 3 3 + �' p . g a a a -.- a a 3 3 3 i i 3 3 i r r �t - �. 'HYDRANT P 3_ a 3 .. 3 ° ° ' ° r + 3 * i s + 3 3 r 3 r 3 3© 3 a /y i 3 3 ° 4 d 4 ° ' 3+ r 3 3 r i 3 3 d: UTILITIES PRIOR TO CONSTRUCTION NOTIFY UTILITY CONNECTIONS WITHIN 9 r r 3 I - 1ENGINEER 5' OF BUILDING PAD ' 3 3 3 * * * i i r r + r i + 3 1 <} OF ANY DISCREPANCIES PRIOR0 I i 3 3 i i 3 * * r 3 + 3 ' � i + r r 3 r f �, .a ° �Y�'{f[��\�� r -� 1 r( 3 i 3 * 3 3 i 3 3 * * * + 0 r * i d al� * r * 3 3 * + + a /� TO COMMENCING CONSTRUCTION 7 - A YYI� lL7-�- V,17 I •, �, 3 3 j i 3 y 3 i i 3 3 i 3 i + 3 3 i + 3 3 i 3 3 1�`l� i 3 3 i // Z DATE: 5-06-2011 L_ , 3 3 3 r 3 r r i 3 i i 3 i r 3 3 3 3 3 3 , 3 i 3 r 3 # 3 i 3 3 + 3 'M' C/ 3 3 i 3 r UNLESS OTHERWISE NOTED, ALL SANITARY LINES WFT ��:� it ' -f W - _ •3 .W r , Wry y .I-r i • �`- LV WAT 3 �_' 3-0----3 ©H 3 OH W i ' 3 i !' 3I OHW - ARE TO BE PVC (ASTM D3034) O BLDG. 3 3 �� r + 3 a� +� ' r r i .r r _ i v� 4# 0 SUBMITTAL C - -® iin 5 I M - STM S I�VI g STM STM STM --1 - -I- STM - _- -- - DATE: _ _ - _ STM W Q G' GAS \ XTG. CURB LINE / OAS GAS WAtmS I I _ I Cl) GAS aC �� GAAT- GA - - - GHAT ` Q I / CO BID DATE: SAN -t- SAN - _� SAN SAN SAN SAN SAN I SAN - - - SAN SAID Z Miiiiiiiiiii SAN KITTRE E EERS LLC 0 cKE N°.: SAN MH S W PACTPC Z13 CC ARCH. .: 1075 RIM (NE)' v HIGHWAY / HWY �jIN NE 376.9' � � � a ( ) 8' OUT (SW) 375.0'Li 6975 SW SANDBURG ST., SUITE 310 W SCALE: z PORTLAND, OR 97223 Z SHEET TEL: (503) 620-7209 0 109 LI FAX: (503) 620-4065 0 MINIMMINIMI xT Cl/ �G ,o E N C e 1 ro Qg g U * As Tied In plans, min.4". ** Provide compacted backfill + " C �; c epee Surface area h expansion joint filler Normal curb � � T3 W If sidewalk is intended as portion of a dwy. adjacent to curb and sidewalk - Top of curb �, �i u';6 Surface area or mountable curb is used min.thkn,6", Surface area pay unit 8■ To be removed { # limitlimit Tooled cold .,_. ,, % rad. � �rad, upon extension gf Curti• - # pay pay 1' Sidewalk width ass ° 6 1'- Sidewalk width Setback as directed 1'. Sidewalk width joint between min. 6'standard,see general note 2 ;: • • OtillMr Unr 8' . 3 rad. '. '• , ei min, a8 ecified B'etandarcl Buffer strip) min, as •sped - curb and Dummy joint • '' g ear ;' a ` E : i , L .0aE e (Slue ver.) '. '. !uI 4, 296maaLd • ' •` - . a 4 . ••• -a• - • ..• •. 3-+ �� 296 min. rnlrt. taH.ver.} Finish >E $I.ver.) - to a ._ae �'ek ��,��, e , r' ;� .• - +} - f`S ,� o .h .N, ul _ Better B:1 •• .' •• - - •: • .' - •.' • >_ if/ a o. • rW.ff 4 =i`•i\� ` !ler.} • '1 'i,'. • - ii.. 'n! .; — ;*. ;+. .'. ;~. ;�: y* / o - p. . Aggr.base r L - r 'a Ni es dt < 0. . belse * mgr. base * ee road. B6ltter 8:1 • • 1•Bt _ - 4.5' Bottom of curb E `� +*q [.elre.) e. a)O.D,O.T.&City of Portend Standard'H'. 16' 8' , 4� z TYPICAL SETBACK SIDEWALK CROSS SECTION TYPICAL CURB SIDEWALK CROSS SECTION TYPICAL MONOLITHIC CURB &SIDEWALK STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL n o E=curb exposure, see general note 8 E=curb exposure,see general note 6 E=curb exposure,see general note 6 W 1 Le a le oo o 1 Driveway section, limit varies by option �ttes Seel Std.Drgs. RD725&R0740 Couplingfor Building,wall,or "- B" = Varela'in ppfans ` 8, specify Pg 111 ! 0 id CLe'ec past mounted (ares lUW Contraction joints at Contraction joints as read.by driveway option weeph pipe obstruction 'A'red, o o, 5: r/ maximum 15'Intervale, t outside sidewalk ,4' .. 3 rad, J. a &6 n y Bros pattern Sete 1 ( i n ereNOTES: - 1 see general notes 4Driveway 'safe Batter8: Finishgra e .. .. . . 3 S read D'veva Finish d? �:' •�• GUTTER PAN `� l• ( Len�h shall be a whole \ W rote ver. Slope 8%norma! .. 1 c :f: t muidple a' suoc>�w '�e L _ Use 5%adage far gutter wkith greater than 24'. veriea 6--9-41-9,-c-tom^f0� - -- 1 CLIENT 0 CO f -� Slope 4%at ramps.Varyslope as read-for drat `'1 ` I Batter 8:1 � .. . .. it 3 PVC 5' � � i9�tar t3:1 n8� � ,� 5 R V where h jurisdiction. d min.to7" CD �,,��'` I a ere s own on lens arid allowed uHsdlCt a w13ephole pipe 12. 8 ;;. ;+. Vary p by • • • • I .,.. , ,,. .,.. .. .. ,..... ..,., .: ::: See general note 3 min. min. �/`�—5 �"{� . r. Sidewalk obstruction `/ --- TTT ;,e.�•--- 07 � / i Coif Joint -�_ CURB AND GUTTER MOUNTABLE CURB AND GUTTER 4_,---,-;:i -,6r f. Cr_ Tooled"Dummy'joints Curb or curb& ► at 5'nom.Intermits gutter as read. -Weephole lie 0 1 Curb[ ir or Finish grade Finish grade NI I` TYPICAL PLAN VIEW- SEPARATED SIDEWALK ► 11/ 71` \ L Flnlah `"r� Future sidewalk (Mope ver) #4@ 12"centers (8 ') nisrai. �• 1OA OM TlIPe gutter .rad, lo .rad J co Drivewaysection,limit varies by option_ �� L : •- . 1 _ ::A •. .. :.\ Si.var.) 1:4 r Finish grade ' ' I 1) - _ % _- - C) J I • Minta In sidewalk to Curb or • See Std.Drgs.RD730&RD796 match Joints in cxrrt, Curb&gutter, as read. "_ 1 [.!° °var.) - - ---, &'oia11 A I z X > CN or RD745&RD750 -- Coupling for ;, I [ ;.f: •,;•'.• • weep hole ,• •. . . Z CO Contraction joints at Contraction Joints as read.by driveway option weephele PIM ; ''•' ' •_ ° O / maximum 1 'intervals, Broom pattern * When site constraints prohibit a b' **'* Objects with base below 2'-4'may protrude any distance as long 6 norm.,vary ^ � �' •t�' � 'it Finish grade � `a'.`� w �: ��, Cn see general notes 4&5 Driveway e,the Engineer may direct this as the 5'circulation path la maintained. When an object with a base ''- "— F :w. '.• • �, (Slope ver.} / J . ry Dian shelf into curb when��: 'i t - - passeg -. ts,e to be red no leas than 4. further than 4'p de a curb below a --- yp • • •.. or as directed + 7 In a� J/ I I t .. .. .. .. .. .. .. ,.. aced,but y hlgherthan2 4 protrudes� provide J as shown a ,�� .5;�• .'A, ''-'' .. J I'� (T .} #4 .�, � . curb and sidewalk •will not - '. �„., 2 -.1 � ;�: 3'PVC protrusion to delineate edge, I be poured at the same time :et . • + I ® �J C) L--- l . .t • • centersto 1 ..1,Ji .. -.... . �y :: . .. ._ ....... . : al nwsepttola pipe REQUIRED SIDEWALK WIDENING CLEAR CIRCULATION PATH 12* ' ' •` 20" -�- 20' = N Y CL in (See general rials 3) w . AROUND OBSTRUCTIONS40" =IIIMIIIMIIIIMI LOW PROFILE VALLEY GUTTER PROJECT / VMOUNTABLE CURB MODIFICATION FOR KEYWAY WEEP HOLE DETAIL >- Colo Joint \-- Jo{rna In sidewalk to I Cold jolrtt \ Weephoie CALc SCOKres -_ NIA eAaEInE REPoar•DATE _ 11-DEC-2009 (Where shown on plans) (where shown on plans,and allowed by jurisdiction) .sock No, _ _.N/A___ __ _ seseuseREPvrrrDATE 30-JUN-2009 Q Tooled'Dummy"Dints LLL Curb or curb& match)Dints in curb gutter as read. NOTE All materur and wasp*all be In ec cardwce wit GENERAL NOTES FOR ALL DETAILS: NOTE: Ni material and workmanship Wal be In eccordrrae wen 0 N _ at 5'nom. Intervals v"current Oregon Standard Specifications 1. Curb exposure"E" =8'tae as measured vertically fromthe curry"Ofegon rd Specifications d Z 6 TYPICAL PLAN VIEW-CURB LINE SIDEWALK OREGON STANDARD DRAWINGS flawline th hl hast point on curb,V a$shown on pians ar as directed. 5. Tops of all curbs shall slope toward the roadwa at 2%normal,unless Ttte saModon and use of MIs OREGON STANDARD DRAWINGS - = The selection and use of this 9 ary Y GENERAL NOTES FOR ALL DETAILS: 4. Const expansion joints at 200'maximum spacing,and at points of tangency, Standard Drawing,while designed O.D.O.T standard'E'=7". otherwise shown,or as directed. Standard Drawing,while designed ;s cx V and at ends of each driveway. in accordance with Is.l i. Include additional paved or unpaved 2'clearance M vertical faces higher than f9' Far monolithic curb&sidewalk,coast.expansion joints at�'maximum n SIDEWALKS 2, Corsst, expanaian joints at 200' maximum sparing,and at points of tangency, B. Dimensions are nominal,vary to conform with curb machine in accordance with generally CURBS such as retaining walls,sound wails,fences and buildings. g jo g• accepted ' ,' . principles and at ends of each driveways, approved by the engineer, + engineering P P k' i56 acrd rices Is the eels res and practices,is the sole reapon- zS. Const contraction joints at 15' maximum spacing,and at ends of each driveway and ramp. pore- p 3. Const.contraction joints at 15 mwdmum spacing,end at ends of each inlet and ramp. 7. Dimensions adjacent to radii are measured to the point of intersection W V 0 2. Curb a and sidewalk width as shown on plans or as directed. sibil of the user and should notability of the user and should not CL IA 8 Vp , provide g Pc rF�• be used without consulting a 2008 ~ 4. Transitions shall be used to conned curbs of different exposures"E" of curb surfaces. 2008 ria On sidewalks 8'and wider, ovide a longitudinal int at the midpoint. 6. Far curb details,see Std. D RD700&RD701. g Tt REVISION DESCRIPTION $ be used without consulting a DAT' ION P TION w O ,,, ("E"Is total vertical dimension of those curb surfaces 8. For sidewalk details,and monolithic curb&sidewalk,see Std.Drg, RD720. '" "m rewinczmul I" s Z 3. install 3'pec weephole pl In sidewalks where shown on plans,and allowed by 7. Sidewalk details are based on United Settee Access Board Standards. Registered Professional Engineer. VAipPrritRIMOD .oEr 01I � Aaglstered Professional Ersgfrraer. - ppaes$ having a slope of 1:1 or steeper).Minimum desirable transition length shall be 20' 9. For drainage curbs,see Std. Drg. RD701. t!i jurisdiction.Piave cormactfan joint over top of pipe. 8. For driveway details,see Std.Drgs. RD725, RD730,80735,RD740, RD745&RD750, for each 1"difference In"E" m c M Effective Date: June 1, 2010 • November 30, 2010 RD720 Effective Date: December 1, 2010 - May 31, 2011 RD700 ir N ¢ E.' W1- ° Z lZ .- l- D DRAWINGTITLE S / V1 BCC eA Driveway 11A. Curb '�a preformed filter(In conc.pay. %ex 2"or W"x 2W r, --_ i 7 pay It Q (Typ,var.) or gutter only)to extend through flat bar each end ,� • thidimess of conc. _ t. -- *Option B allows this grade break to occur within sidewalk area. W width // f'/74-- Sidewalk n• See general note t5. Normal pent.slope !:.. -� o1�ii'x 2"pit°flat bars * �1 I . , - _ B d note 4) r`/ r See general note 7 d �+ at 1�6°on canter -1F'-' - t . 11; ' v 21 21-654' 1 . r ...... " 1 g 8' ' a 1/ftbg Yi --� sq.edge flat bars It IT I - Yt - 2. 7 r9 a a' Shape bottom rade m II I P _ [- ,. a) _ 20' landing area Zone to match driveway 1`x 2V s ° — :;y;;::: : ::;•::. / gr Driveway LL ; when directed 4� _ g ''r � I t:•�::' ::�:••� � — Length varies ,.-� lip exposure :1r I li'hili p Tracer wire Icry d e bars � '(�` ��::•..:. (tea a Jet :� :•••.•:•:�:�:::��••:•:.-.•.. _.._ ,� K: > pat K See snared +� _._ _ .-. • d r l � r.:..::.••••� •••:••-�••��:,•:.•.. 0'noun. note 2 a re T- le --Y—�I { acro_ c as �' , " Through Through 51 + 296 norm, O Q • Alternate ✓r 1 . 1111111111111111111x1 o n lone • : ::::::::,:::'::::!::::: i max.) g _ gh __ /- 1 ;C 3 O.C. I t m — c �""'�+'�� . r buifer stip sidewalk (4-4%max. locatiarr } I i l J f 1111 1' 111 • p ( ) + • t 4 anchors °� ;N � � � �..� � ,� ><ar � - .. • of pipe I i 4 , g 2 P "! p p -- .� ,l Q Et �� " iv m ,p v 1l111t" aim -n % / ;-Finish !13331/fir' 12%max.change O URN t --.•-:..; rc ! - r a� Sbpe ►'" 1':•:'•, •- Aggr.backtil •: : •:••' • •. ' �- ; .4 �,C WE w i-- >t S{ape earl ._ %emc ie a--- in els @ 10' i °x 3'bait 2 o IIIIix1111111111{II o y, �•. � • -- rr^� gra d C� sb 296 max,_ pe 4'mire.-T Wt ° 12' �" 1 2 each end I� �' 2�' s aYa" 1 i I'E1I1 "' Ir I,. 1111111 1r III * Ate/ --- _, .o ` vyl� } `116 max.} _ , -596 max. intervals(SAG) .111.111111.111 r 6 = 8 6'I•- 2'-41/,° J -.ii-� t " ° " See general note? "�-- �• redo K (2%6 nen4 1 a 4Sta b -_996 max,change REVISIONS W 3'4t/� / x 2'� -2 _____,./ Buffer strip le in slope Q 10' 4 corners 2'/33 •-i 0 0n sq.edge flat bar �Ve Typical both ends,outer E �Y,"preformed filler SECTION B B SECTION A-A /,"tr , r Typical all bars bars and every third {ntervals(CREST) / -3'x 2fr'x 9� angle 'fie' inner bar 6 OPTION A0 T INLET WITHOUT SUMP TYPICAL SEPARATED SIDEWALK DRIVEWAY - P.C.concrete driveway, CV A FRAME GRATE GRATE Curb type ear. C\I (Use one of the options below If slope requirements min.thin.as Shawn, (TYPE 1) (TYPE 2) shown in Section A-A cannot be met) (See general note 4) or as dir. SECTION A-A Z A NOTE: --A''7 GENERAL NOTES FOR ALL DM-AILS: O'h fs"cross bars shall be flush with the grate surface Sidewalk width /' 4 V J and may be fillet welded, resistance welded or / 7� 1.Details are based on United States Access Board Standards. CE See above inlet for - electroforged to bearing bars. (See general nate 4) /// '— See above inlet for / Fdr' V 4 'a1 2.Only use details allowed by jurisdiction.ee III / , details not shown details not shown // Tracer wire r ? ---,.� � (Sae general w- / ,' 3.The following dimensions are as shown on plans,or els directed:driveway width,sidewalk width,buffer strip width,curb exposure,driveway ilp exposure, W STAMP note 2) Alternate ` � FRAME GRATE r,:. , landing area length and width. s .. -7.a t! r.•_1,--- 4 location d Aggr.backfill INLET TYPE V Y Yt NO. OF - JREMARKS �A .. �.`. : /r �: of pipe �—e, _ — 1 - BARS I ria / 4.Curb,gutter,and sidewalk types varies,see piens. 69 , c / i See Std.Drgs.RD700&RD701 for curb details. \5 ckolwee i `D 1'E GA 1'-10'!4" 1'-Bete I 1`-9' 12 2 - / w a rCe ,. • .• e- E �' 2 G-2 2'-4%1 2'-3§4" 11'-ITh° 8 2 2-Grates r ie _- J �f See Std. Drg. RD720 for sidewalk details. O .- 5 75, A.` ,..7° `. . `' in G-21u1,G-2MA 2'-4 ° ;?'3'li' I 2' ° 9 1 p _ �_�y �� _ : ' I�„rJ;. _• �yp '1 /,. 5. 4'unobstructed clear passage with slope of 2%max, Is required behind driveway apron. 3.5'width is acceptable where sidewalk width is less than standard 8'. O ��`_ ■ Wi ° , t n�6+71- For details not shown, : * A W �.`~�A~$�f��,f 4 , • • c 6 6 3-4Yi see inlets O-2 or G-2M = ! See general note 7 /wiz _____..../ �� K B. Where existing driveway is!n good condition,and meets slope requirements,construct only as much as required for satisfactory connection with new work. - � �y ti Q - -_F . 12 . W - E Buffer strip CL GENERAL NOTES FOR ALL DETAIN: `s P 1\N` SECTION B-B SECTION A-A SECTION C-C OPTION B 7, Check the gutter flow depth at driveway locations to assure that the design flood does not overtop the back of sidewalk at driveway. W K 1,See Std. Drg. RD366 far utter transition. DRIVEWAY ENCROACHES INTO SIDEWALK M overtopping occurs place an inlet at upstream side of driveway or perform other approved design mitigation. ,LL rz/3b/tt INLET WITH SUMP NOTE: B. Tooledjoints are required at all drivewayslopebreak lines. (See general note 3) All reinforcement to be placed 2'clear of nearest a See Std. Drg. RD336 for tracer wire details,or approved alternate. A 47 eqU face of concrete unless shown or noted otherwise / '` - 3. Provide sump only where shown on plans, and allowed by Jurisdiction. Sidewalk width /r` 9. 15'min.of the driveway behind the sidewalk should be surfaced to prevent tracking of gravel onto the sidewalk. Z DATE: 5-06-2011 For sumpdetails,see Sid.D RD364. (Sea genera!nota 4) / ///741- 0 #4 Bars Q 6' r9• // f f f, rALC.BOOK NO. __WA._ _ - _ --- BASELINE r ia DATE 20-JUL-2009 BLDG. u - ---- r / 'Vir the turret Oregon aanderd DATE: ria / Slope 2%max. NOTE All malaria anti vawitme1Ih Jehall be inaccardwwewnh SUBMITTAL +,VA CALL.BOOK NO. BASSINE REPORT DATE • Aggr.beckflB B4-1 C t`- .{{{ ' C NOTE All m�eriel and workmanahl shall be In eanrd�ce Vitt, ~ w e Slope 8,3396 1":12' max. .. p .' / `"`- `/, ( The selection and use of this OREGON STANDARD DRAWINGS [J J 4 . the current Oregon Standard Specifications ,r� 1+"3� / •=: ____ air ` N r.`� ~ry w Width of driveway Standard Drawing,whirs designed 3 A Ay SEPARATED SIDEWALK DRIVEWAYS Q Q I.:... .1111.1111.1 -� OREGON STANDARD DRAWINGS �`""�� ,_ , , :: : . : gutter sM width b'normal 3'min. in a000rdarrce MTh generally OR ALLEYS(OPTIONS A, B 8�C) BID DATE: INLET TYPE W W 't 4 ' me selection arid use of this ,, K p ( ) accepted engineering principles and practices,is the sole res r , • = ~-- Frame&Grate Standard Drawing, while designed �" ,ri ODOT HIGHWAYS G-2, G-2M 3'-3�.'a' 2' Ti (See details) in accordance with generally CONCRETE INLETS O r° _�Y - �" ( ''.' user 1 Z 1--r-en--1- - 1'�"-.-I e accepted engineering principles TYPE G-1,G-2, G-2M &G-2MA r * See general note 7 / E Club exposure be used without consulting ae ��a o r:rIotu 0 CKE NO.: Frame&Gra! ~~~" ~`r and practices,is the sole respon- sibility A f� �" K p 7.0'in commercial land use types r++vleeonerAasaltolti g�J (Sae detais) �----- 6, 0° a,� p E Buffer strip 3.5'in residential land use types Flegistered Professional Engineer. ARCH. NO.: 1075 sibility of the user and should not 2008 OPTION CCE • PLAN PLAN be used without consulting a MTB ne+ns .• - I LOWERED SIDEWALK III SCALE: Registered Professional engineer. cc-'C0t nevaAonares Ili em oes TYPES G-1, G-2, G-2M TYPE G-2MA Effective Date: June 1, 2010 - November 30, 2010 RD725 > SHEET Z I Z L_ LLI I ° cilo . Q, x .--2 TE: i, \\ ,r `l !l `, 1J.0 PLACE ARROWS IN •c CE 3._6. - UTILITY VAULT 3642-PVT CENTER OF TRAFFIC ca 2 4 d 8 g OR EQUAL LANES. SEE SITE a 5 (1N U'a 3' /CONCRETE PAD PLAN. UJ o 0 Y 0 d r a / f 2. PAINT ARROWS AND C °�' i d / STOP SIGN WITH 2' m - a a 10'- o" ' /` WITH BEADED '� m • REFLECTIVE PAINT. ! 2'-2" -�14 r RIGHT OF WAY 1 I �'' 0 1(--- �� 3. PAIN TWO COATS12" v inG EASEMENT MINIMUM. 9" S O CUSTOMER SIDE .� o� 3'-s" 4. PAINT STOP BAR 9" d c S�:t1A ` z 12"W X 8'L AT METER SIDE? ;,�;�� ; f •!M ) EACH STOP, SEE a [ .��' 2/_6, 3� SITE PLAN 1CNI I > z m I 12" .f8 : a o r 4.0-0,r, 8'-O' r-a Ft o •� + .=ii.: !mai TYPICAL DIRECTIONAL TRAFFIC ARROW DETAIL W a° c IP 0o a 0 W NTS c.)o La Z PLAN : PROPERTY UNE sal ■u ccS •.4d d d Li PLAN SEE RAMP TEXTURE DETAIL CLIENT O 'sr•i•�iJ MATCH 10' S/W GRADE O SLOPE EARTH AWAY FROM .�s � ir r�44.. r CARSON METER BOX 1730D P15Ler4041040"450104,1004o, r�- rRrasrsisp VAULT IN BERM AREA . (OR EQUAL) PLAN PREVENTER ��=j��y►" �`� ,�� s� !� REDUCED PRESSURE BACKFLOW ,rMis��s rrrr•rsrr�rr. 2" FEBCO MODEL 805-Y srrrrrr/r -rrrrrrrs . ,rsrrrrr►• r,,,00:010.000' Lt vJ �i%rs1�%s�fr , ��%OrI00s=r�0 O DOUBLE CHECK VALVE ASSEMBLY �� G� '40000:00:00:0000000000/1001.100r�srrirr•00,010000,irris•irr' N .400011.000000100 (OR EQUAL) -12" \� 4„\, . rRrsr ' f- MIN CLEARANCE / / ` j// // // /\/ 2`-8” r, � �� il�� llO� MATCH EXTG. AC GRADE — X z00 N • ` t ` ivr'� \�. .. .. .' *' \\ ' .•:r�' i x,111 L.� �_��I/`�` -.��. ��' �`. ` / tip C� V / 1■.A/ 1■ ■ 4 OMNI'.. `lam ■i 9 I ii\I►i 40 1 ?: ,ir 1 '', ., 1�_�• ■�■ ? ,�i CURB Y �, ;,..,,.• O ....,u-dpj01' Illeki \ CURB RAMP CONNECTION - HWY 99 Y Ln ,♦•:,1A .`�„,,,.,„46,4,00.10....i ,,,4.4... Irr—fol Vii:/;,. a °. ' NTS s • Po —��• I� FINISH GRADE ° • ' �'' DISTRICT INSTALLED CUSTOMER SIDE m PROJECT CHRUSHED ROCK BASE-" 6" MIN. CLEARANCE 2" DRAIN TO DAYLIGHT " Q CONCRETE PAD SLOPE 1/8" PER FOOT MIN e $ : ELEVATION ELEVATION AWAY FROM VAULT — ELEVATION x o NOTE: NOTE: ' W et INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE Yt"* — — 5-LI w 0 DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, CLEARANCE FOR TESTING AND REPAIR 6 RAMP TEXTURE IS TO BE FORMED WITH AN EXPANDED METAL GRATE ti.te Z Z FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS0 n F PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND W p U O ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS PLUGS PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE0 OVOV w PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN V Q 0 TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS. DRAINAGE ALSO REQUIRED. o SHALL BE IN THE DIRECTION OF TRAVEL. GROOVES SHALL BE X" Z LU DEEP AND Y4" WIDE. JOINTS SURROUNDING RAMP TEXTURE SHALLLii 0 V V 0 ) 1 5 HAVE A 4" SMOOTH FINISH BORDER. Q 3 O ilianwans ■`.• )(1-1/2', 2" & 2-1/2' DOUBLE)( DETAIL No, 1- /2' & 2' METER RETAIL No, �d )( 1 1/2' & 2' REDUCED DETAIL No., 0 0 0 g * NOMINAL DIMENSIONS a � ci , ix TualatinValley Dater District CHECK INSTALLATION B 1 O j [ Tualatin Valley hater District INSTALLATION f ` 7 0 Tualatin Valley Dater District PRESSURE BACKFLBW DEVICE F 3O2,/ 0 0 ~ '`� -- .,. O cc , 17 m MIMIIIIIIIIIIIIIII RAMP TEXTURE DETAIL DRAWING TITLE NTS ALUM SIGN PARKING WITH D.M.V."V ��S4, 0 N -•-.0.••- DISABLED PERMIT ONLY -- VIOLATORS SUBJECT TO I ••OOOOOOOOd•< -..-.T':-.. TOWING UNDER 000000000000 ORS 811.620 AND FINE OO••O.00OOO 4-----"7- UP -----, T UPTO$300 UNDER . 0•00•000••• i �" ORS 911815 00000000000 I '; Fftii [V 00000000000 _ J 00000000000 �'..s'. 2" DIA .125" GALV •••••000000 0 -•- 3.5" V p `; -- •.e00000.00 0.9" ,< • II •VAN-ACCESSIBLE II STEEL TUBE POST • W/ TOP CAP ~�I RAMP WIDTH I TRUNCATED DOME :7--•::_j 33" CONC "1 WIDE PAINT Et C1)LL FOOTING DETAIL 2'-10" ',�~ STRIPE TYPICAL co� 1 GRATE FRAME o 1/4" MIN RAMP TEXTURE PATTERN ;k:r A / t z- ° 2" [..._ 7 I _\.- ---..- /--- ^ SLOPE DETAIL r' •+� JOINT �- SITE PAVING 1. PLACE TRUNCATED DOME DETECTABLE WARNING "� 9"R ':. O ] 1 11111111 LFILLER / QR- - - DETAIL 0 0 Q moo GRADE TEXTURE IN LOWER 2' OF THROAT OF RAMP ONLY. 1' •:. WATERSEAL SHOWN N D ETAILUSCOLOR OF TEXTUREING RTO BE w . d 6 - ! SAFETY YEtLOW. tpm OU TCO A- III II Q ! III n III 2. PLACE MATERIAL ON CONCRETE THAT HAS CURED -* 10"— REVISIONS J ! _E +E ('N ii rn�_ — 0 —� FORONNETOR NO-HUB . I I.�.� n • A. ACCORDING TO THE MANUFACTURER'S A RECOMMENDATION. DO NOT APPLY CURING T r Q / 1 �v Q COMPOUNDS TO THE AREAS THAT ARE TO BE 1 O / a i TREATED WITH TRUNCATED DOMES. N co _1 11 d - 5 �. DETECTABLE WARNING TEXTURE TYPICAL HANDICAP PARKING SYMBOL w cn d• ° NTS Z A ,:ii M i4 0 d NTS 0 o Z ACCESSIBLE PARKING SIGN POST A NOTE: USE CITY STANDARD CC STANDARD CAST IRON GRATE 11-N ACCESSIBLE SIGN AND FIRE LANE w A 45' VERTICAL BEND SIGN REQUIREMENTS FOR NUMBER > 1111111111111111 _._. SEE PLANS FOR INVERT OF SIGNS, SIZE, SIGN'S CONTEXT& w STAMP 24"'g OR 24"0 ELEVATIONS DESIGN. ONLY USE SIGN DETAILS 6' - 3- ?AP Li WHEN CITY STANDARD SIGNS ARE 4' SECTION NOT AVAILABLE, OR NOT REQUIRED �` tN 0. SIGN POST DETAIL Ary�' Q s 50 SPECIFICATIONS NTS ��MIMI > ,'r ;1 �1_— ,, 0.5 . . O 1r - FLARE SLOPES 10% FOR LANDINGS 4' OR WIDER AND _~ 00, 0- - .+ ! 1:12 ,a,./ y°• . ~p ' o1. ALL WELDED STEEL CONSTRUCTION. OPENING ON BOTTOM OF WATERSEAL 0 0 , ri o ti 4C. N TO BE GREATER OR EQUAL TO AREA » 1 12" R " 1 1 2" R 1:12 FOR LANDINGS BETWEEN 3' AND 4' WIDE. 0 5 - '�~- • �s y r z . 0 2. 10 GAUGE STEEL MINIMUM THICKNESS. 5 IN OUTLET PIPE. 8 \ � 18 / SEE RAMP TEXTURE DETAIL W P KI g Co 3. 2" THICK HEAVY DUTY CAST IRON STANDARD DEPTHS 30", 36", 42", 48" IVAN-ACCESSIBLEI DETECTABLE WARNING os/a°r� CV GRATE. .,- 0 MANUFACTURER DOES NOT RECOMMEND f . �e 4. . PARALLEL SIDEWALK 4' WIDE RAMP DETAIL 4. COATED INSIDE AND OUT WITH 6. LOADING CATCH BASINS WITHOUT PROPER6,, SIGN BACKGROUND: BLUE SIGN 124 d.: �ss�ii�sr DATE: 5-06-2011 ASPHALTIC PAINT. SUPPORT UNDER GRATE FRAME. `D : •1ir�rr 00s` NTS 0 7. LEGEND: WHITE "� sss ,�ti., • / BLDG. �� .•• r r/ 0 SUBMITTAL 4 . : -3-_:ire DATE: PLAN VIEW STANDARD LYNCH CATCH BASIN PARKING WITH D.M.V. .,%. & LU NOT TO SCALE N DISABLED PERMIT ONLY 9/16 SEE RAMP TEXTURE DETAIL 7' Q 0 VIOLATORS SUBJECT TO 9/16 TOWING UNDER ` 9/16 BID DATE: ORS 811.620 AND FINE 9/16 DETECTABLE WARNINGlir Z iiiIIONINNI UP TO $300 UNDER -- 99%16 .=` 4v, O CKE NO.: ORS 811.615 9/16 PERPENDICULAR 7' WIDE SIDEWALK RAMP DETAIL KITTRED t1* E '-4 EERS, LLC U) ARCH. NO.: 1075 6.; �. �` NTS 6975 SW SANDBURG ST., SUITE 310 LU SCALE: m °O SIGN BACKGROUND: BLUE SIGN PORTLAND, OR 97223 SHEET z `~' LEGEND: WHITE Z TEL: (503) 620-7209 0 C -J I I I HANDICAP PARKING SIGN FAX: (503) 620-4065 0 NTS _ 41 1 c, EU 71 PLAN o.MI ; � Ni U Q � ' 1�M •C U PROPERTY LINE OR �o 1 Y UTILITY EASEMENT \ 3/4" SQUARE C4 7 i ‘ A A B B a V NON-SHRINK GROUT 0C8 ��e ❑ ❑ ❑❑ ■ _ C Ln STANDARD CAST IRON �� - FRAME AND COVER r N ❑ DP `1 © ❑ s c TII'j, . 'ii:. : 7— DAANHOLEEACGUBL d 0 ❑ vlE BFO.ODO E NS:I. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE in LLI FINISH GRADE--// RADE 1. I a < o •ti- CONNECTIONS TO 8" AND 10" MAINS SHALL BE WITH FACTORY W . - , FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVE]. C o8 o _ 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING -rt--•--•- 9 7/8" tn :WATERTIGHT PIPE PLUG A. PVC ASTM-3034, ASTM-C-900 _ z ' ;c. • • •-'•,, WITH STOPS B. CONCRETE ASTM C-14, CL2 2X4 - - 10 I ` V a ., •r. C. DUCTILE IRON CLASS-50 STORM ONLY L I I ( I g'• ::•.. . D. A-2000 PVC ASTM 949 MMIIIM {\ II / .. �-PROVIDE 3/4"-0 FOR A E. PVC RIB MEETING ASTM D 1784 12•• 6" SECTION B—B CLIENT O -=, �� 2" MIN. CLEARANCE _- .. :- •=`..: : F. CPP MEETING AASHTO M252 MINIMUM OF 6" AROUND 3. ALL PIPE SHALL BE COLOR COOED: i 7 I` __ •�� ' : : '1 -GREEN FOR SANITARY SIDE SEWERS • l � CLEANOUT T 1 � � , ( T 8" ��f -WHITE FOR STORM SIDE PIPELINES MIN 03 /MSI N. 1� 36" 1-+--•---9" • 1 HEIGHT: TOTAL LENGTH OF 2X4 GROUND a ✓� 18" ICZ � :`• 12 HEIGHT a LDT : AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC--y SECTION A—A Ni0 1" MIN. OVERLAP M N 2X4 MARKINGS TO FACE STREET TAPE to I� 3B" LOTS W 't +"--- OLOR CODE SURFACE ��<C�\�\-Yg '4O iI \! I L._J I 0 , _11 . ��__` GREEN SANITARY) z X > (\J `-. ..\. (WHITE-STORM) NOTES: -"" Q Z CO y LABEL MAGNETIC TAPE WITH BLACK LETTERING y z 1. Y4' ALLEN HEAD BOLTS CO Q (.0 _ .. -•�' GROUND SANITARY: "CAUTION SEWER BURIED BELOW." 1" LONG RECESSED. \ ` ST017M: "CAUTION STORM DRAIN BUR!£p l9ELOW." 2 ALL PERMANENT CLEANOUTS O ro •:•• y.,;; _ - Pi ACE 16" ABOVE TOP OF PIPE AND AGAfNST 2X4. ta- TO HAVE BOLT DOWN COVERS_ ri Q J r S GRAY t ` , . _ 1-- 3. MATERIAL HALL BE A O . , `• " - CAST IRON. ASTM A-48, Y 0 LO tiii, • CLASS 30, 8. _ J PROJECT -.' PLUG }- 101100 y e 8 B. Fo/ •1451F U Z (� . le CONCRETE ENCASED \ tlIllplolr!lrr .° V1 = Lai C4 0.. ., BOTTOM OF WYE ,� o •••°‘° " I w3/4 -0 FOR PLASTIC PIPE 3/h -0 c° 41111A °O� a°$ • •• MINIMUM SLOPE FOR 3/4 -D PIPE ZONE a W °a o 4.�/ • . ogi90 F PIPE - 0.010 MATERIAL AS SPECIFIED / W l' - Z 000 a • °;b •- :_ • 4" PIPE = OA20 VW `�. - SUPPORT TEE WITH DETAIL re = Iz NOTE: �'�� BEDDING GRAVES, 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE MINIMUM 2'0" WIDE ELEVATION 6 1- O L 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING B" PIPE, D , D C] MAINLINE GREATER THAN B" SHALL HAVE A 8" STANDPIPE. ' ce NN7 va STANDARD CLEANOUT SIDE SEWER/SIDE STORM PIPELINE CLEANOUT FRAME 8c COVER @ c, ,... R. D EiMiiiiiiMii DRAWING TITLE x-11 .2' TYP — H h." 0.25' TYP. CAPACITY IN A B C D E F NOTE Z GALLONS 1. STRUCTURAL CALCULATIONS AVAILABLE UPON REQUEST. I0 --\ L._ _I I rz, N N 750 3f-10" 4f-11 51-4 3f--10N 3'-6' 3/-8" 100 4'-4" 5'-3" 5 -11 p 41-3" 4 -1 N 4 -2 2. MATERIAL SPECIFICATIONS: , A. CONCRETE PORTLAND CEMENT TYPE II 1 .5 TYP. IL 0.75' TYP. 1250 5'-0" 5'-11" 5'-11" 4'-3" 3'-�11 " 4'-10" MINIMUM COMPRESSIVE STRENGTH 3000 P.S.I. AT 28 DAYS. CLASS "B" CLASS "A" 1500 -o -11N 6'-11" -3" -11 41-10" B. REINFORCING BAR INTERMEDIATE GRADE ASTM A615 — I Wiz 0 C. REINFORCING WELDED WIRE MESH ASTM A185 f r 7' GREAT I[yIF.t3 'TOR SIZING PER U.P.C.. APPENDIX NHN 3. PRECAST UNIT COATED INSIDE WITH AN APPROVED PROTECTIVE COATING. — (/% 0) MOUND EXCESS NATIVE MATERIAL NUMBER OF MEALS X WA ETEFLOW X RETENTION X STORAGE = INTERCEPTOR SIZE 4. ALL DIMENSIONS + OR - NOT TO BE USED FOR CONSTRUCTION f z 0 Lu~ SURFACE RESTORATION PURPOSES UNLESS CERTIFIED. O AS SPECIFIED OVER TRENCH TO ALLOW PER PEAK HOUR RATE TIME FACTOR (LIQUID CAPACITY) 0 ♦ ♦ 0 FOR SETTLEMENT 5. PRECAST UNIT TO BE PLACED ON NATURAL SOIL OR APPROVED COMPACTED FILL. v 11001111,1111r .,_ ,r �� 200 X 2 X 1.5 X 1.5 = 900 GALLONS ��>r__ �� 6. STANDARD GROUND WATER SEAL-BUTYL ROPE MASTIC OR CEMENT MORTAR./. -I LETTERS TO ME PAINTED r1{rte {{ �� ` INSTALL 1 000 GALLON GREASE INTERCEPTOR WITH 2 COATS TRAFFIC WHITE, REVISIONS '�° � �° ° �'°R � {{ � {{� �- � 7. INSTALL TRAFFIC WEIGHT MANHOLE COVER & FRAME. `Q�c°o° .do a ` o. , 10{{��{1�� (SEE SPEC.) {PAINT INTERIOR OF LETTERS ALSO} [t - - - , 12" NATIVE TOP SOIL T ' \ ° p ° IF TOP 501E EXISTED _r— N 95% COMPACTION AASHTO 90% COMPACTION PRIOR TO EXCAVATION I ENTER ONLY STRIPING CV 1-180 (ASTM D-1557) 7.------'\ ''' :WITHIN 48" OF SURFACE i i �1 NTS Z UNDISTURBEDEARTH . a a AT1VE UNDISTURBEDEARTH �.QTE iL'� '� 1��.• ' $ .r�, 0 cn / \ E : 3/4"COMO ACRD HED MATERIAL �� SHAPE OF INTERCEPTOR MAY • . f 4.9 5CE �� YARY LIGHTLY BY MANUFACTURER. -L_ _ ____ -J ROCK �— a IINTERCEPTO C.K.E.PT� EDHH W A ,/ q PLAN VIEW L J W / q STAMP .� a u o n C Os e ,, D30 . f 30 GAS TIGHT MANHOLE 1.5' TYP. �`� .�,n., -4 .... v..:,4„.11> 24" 24" COVER AND FRAME � `V- GINEfR `'VP fa v1 �. itt .it � _ _ LETTERS TO ME PAINTED SOLID O C� 7�2,4411/441-1�� • o L I, ., o.. ti .. I2;:K WITH 2 COATS TRAFFIC WHITE. /o �'`- " `o; • �'oa`a , ' o°un ,o a ° p 5EE NOTE n I %� ! �--- 0 5' TYP. (PAINT INTERIOR OF LETTERS AL_50} OH. y 44 I 3/4 -0 CRUSHED a .a "- 4 °e - • - ,. 1/2 PIPE O.D. I I _I d CC ti ROCK ° °'.v a _ d � CC qp #0,, 0 PIPE ZONE ° ° -- PLUS fi • o • _ rt . OUTLET 1 1 © l�° K�� iimimmi 4• ;o. �1 I INLET __.. --... , Y RENEWAL os/30 U A 0 0 80 8080p ° .0 so pop �pO �0 ° o ° HO mo ° o 3/4"-0 008 0 0 o a ,.,.,_086,00 0 m ' Z DATE: 5-os-2Q11 PIPE ° ° ° ° ° ° 0 1 I I 1 L' 5.55 BEDDING 0 0°off° 00 :,6)000 0 0 0 0 0 08 0 00 — C7 O BLDG. `��$o a80o o ° o 0 0020 0�8 08 r , SUBMITTAL V °p°, . 80 °°� ° 0 ° ° °o.8e $° �� - w .� EXIT ONLY STRIPING 0 DATE: i�.�%..��.! �� ,W o.. . NTS CI) 2 "NiigittakAkkagatTRENCH 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 8" 1 REQUIRED, TRENCH D r M 3 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 8" AND LARGER AND SHALPLACED PRIOR OL BE SPECIFIED EPLAC PLACEMENT END VIEW _LONGITUDINALSECTION PARATELY L.L.J BID DATE: OF BEDDING MATERIAL - z 1.111.11111111 SCALE: KITTRE �i E EERS, LLC 0 CKE NO.: GREASE INTERCEPTOR T 4' ARCH. NO.: 1075 TENCH BACKFILL w iiiDETAILS 6975 SW SANDBURG ST., SUITE 310 SCALE: ET z PORTLAND, OR 97223 Z Z TEL: (503) 620-7209 0 0 112 _i FAX: (503) 620-4065 0 x . Cc C C V E0 MAY BE USED SHORT TERM S5Si• - o `0' It r 1 to V Y W/ UTILITY WORK AND W/ _ "'•-` r ANGLE FILTER FABRIC PHASING QF I EVELOPMENT \� T.I.F==='7.t=ari., FENCE TO ASSURE SOIL IS TRAPPED y ==- c �'. J '� 1 ' REBAR FOR BAG REMOVAL ttiiura„ ;I isi,n�ii1�,�;: U ss 1 - It+I[ai+'S,I, „�,4'Ira' 1t,,,1 " iqk� II -il,Ik1iIl,k,ll; V #' cn l FLOW .:'tii`ijii ' ::::iir =`'�'. ., .1111/. 711�l�,Illjiil• � c T UAW' '�i 'Walla.*..,11; ,�[ ' .____-- i 111 ir1 11 - Id{,:11ini'lii- . y • \ �� 111Iial-I'1 I Itaiia411' CATCH BASIN GRATE Ili€� IP 41 �,,rl1plti Raiff S C ,Ir;,ttl1111 ril,>ti+t'I;t��; ,� -1111fii Iil+ +lt!!I'�71111f1�:�' V O N \ I �wnt �,Illlfl�/l/n ,::: ::. .n.uiul. j�lll11111. �lrll!11I�I l�l I,... . i I' Q h li?ll,:■!li? 11 TI{I'1�1)Illfl r `�-=�r.�==j'� \ vi N ■ 1 111,�t11 U' rat Jlitt!} 1:.iairiima_MKiliti: ' a O INTERLOCKED �` ` I ( :. •;.. ._=_=_-__-4,_ --- „ „ ! 1 4 ! 1 fij • .%.!P ="�:ir:i'"I !lae li 1 E� /l� z 2 x 2 POSTS _ _ PLAN VIEW E W CATCH BASI • ',1"• r y / _�'� rr:-1:.:,::�;� _-W�:_ v, PL _�_ w,..- o Qw AND ATTACH �� ,� - - �__ .:; . Ce 0 NTS , 4 / ��`�`�f%'+`'`� ; �� .' •SII 60" AREA DRAIN W 0o '` / (/,, /' EXPANSION RESTRAINT W 4, c``'„a .. .. : \\'.� 'w �,r,' ,,��;; "` CATCH BASIN � N� USE STITCHED LOOPSN./Y.> : ' �' o • a :f > . \ �� A, t; = i.l V -a. 3 minimum OVER 2"x 2" POSTS h.. /.. •� ; j ' !'"'@'+'s',��;:, NOTES: '� , ;. Y I ;�,i,.�,....; from toe slope. f r ▪ r a 1. BURY BOTTOM OF FILTER FABRIC 6" _ . ;, X� X ' ,•�,' FLOW IIII l !�/�,' v� / T III IIlf!Illll'• CLIENT Q ' ! VERTICALLY BELOW FINISHED GRADE. . ii ifilliwria I _ ':.. . - >/ a . s !Wain,' I �° 2. 2"x 2" FIR, PINE OR STEEL . . .=.:: _r _._ cv o FENCE POSTS. STORM PIPE ' 'i:i::waj.i :.�..:; - - iii'��iiiiiI IC ii FLOW ..ulr. • 1 I. ' DITCH 8DT70Ai : 1111L III!"ill 0) a Ir;flllli;��, ` I `� 3. POSTS TO BE INSTALLED flN I UPHILL SIDE OF SLOPE. +P. C ISIOM �-: a . ,' *. ntlti,ltli, - r-- - ) ! `� /� 4. COMPACT BOTH SIDES O1- FILTER FABRIC '; �' l,liil+,11.,. C� TRENCH. '*. s - +. b f AQ a ' 1_I '1ll'Ill It11111 W ' t 5. PANELS MUST BE PLACED . . .` . } ACCORDING TO SPACING ON I 7'� ' : ' -• �. . P. aiult1111t1'sl: O J � 'r�.��lltr�l�fn'li, � J PROFILE DETAIL NO.94a 2"X2"X%" RUBBER BLOCKS PLAN VIEW 1III[ti1,:11 U DITCH INLET !P ll,,.n ,,1'11!11itl! z x Z C\I ''hHniil tl� NTS /4:1131:.1..: - 00 POLYPROPLENS ::-;: m O CD 4 FILTER SACK (WOVEN) overlap 9 CD J I ' +I r A •` , ,} . . . .err 6" of bogs. NOTES: __ O ' � '0 • ..f' '`` .$` •r y' 444:".''a FILTER FABRIC MATERIAL .,� `� � �� . �� . „��,�ry �,� 1. ADDITIONAL MEASURES MUST BE tip -,4$6:°- ;:):b,.. r,.,,,,I 36" WIDE ROLLS CONSIDERED DEPENDING ON SOIL 'N "� .y f .- -; • r?'.•� <...0 .• •.. WOVEN POLYPROPLENE SACK 0_ In d . Scf �'•; 4... : ' ,•{r 4.5'.�;r;.�"�.y . TYPES. ". i * 2. BIO-FILTER BAGS SHOULD BE PROJECT t I J / 41. STAKED WHERE APPLICABLE USING w (2) 1"x2"WOODEN STAKES OR (i) -‹ e S _ I I I I NOTE: APPROVED EQUAL PER BAG. t LI 6'MAXIMUM SPACING U FOR FURTHER INFORMATION FOR FURTHER INFORMATION • ON DESIGN CRITERIA SEE 1 . RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION = O CHAPTER 4- OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO•-BAGS TO ON DESIGN CRITERIA SEE W 0 FRONT VIEW SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU. MUST CHAPTER 4 OF CLEAN WATERSEW U AND SEDIMENT CONTROL AND SEDIMENT CONTROLANDRVICES EROSION PREVENTION NTSHAVE 4 BAGS AND THEY SHALL BE � � � Z PLANNING AND DESIGN MANUAL. FABRIC INLET SACKS TO BE DETERMINED SEDIMENT CONTROL ,� Z -- BY MANUFACTURER. PLANNING AND DESIGN MANUAL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. - 0 U 0 w U 0- W W H Ic • § Q O 1 S (I) a Q 4.' SEDIMENT FENCE CATCHBASIN INLET PROTECTION B10 - BAG INLET PROTECTION u � ,Mix W r 0 Z DRAWING TITLE • R£HAY g..ACE INTOFt CROUND 0 ('18 MINIMUM LENCIH) ARROW TO ME PAINTED SOLID 6" WITH 2 COATS WHITE BEADED Iftla REFLECTIVE PAINT. ♦� • 1/2" HOLE F€ R R1=BAR 4Iiii0lOI,1 v ROW 1 5' MIN. 6" LLW IZ r Iftel CONCRETE WALK- 2" 3/4"(--) CRUSHED ROCK 1 i ... f" 'I 5' II. 2.0' � 0w SEE NOTE 5 -I -2% SLOPE 1, 0 0 ROAD f: ��QQ �' -a s * ' �`�i��Q��!A oc4f47r(t& . \ \, IMIMMINEMB STERILIZE AND COMPACT SUBGRADE 2. REVISIONS SIDEWALK AWAY FROM CURBn �' 0.3' N A ROW 5' MIN. " z 10 1 O.fi 2.0' O A CONCRETE WALK - 2" 3/4"(-) CRUSHED ROCK LETTERS TO ME PAINTED SOLID co A CURB JOINT - 2% SLOPE RECAST' CONCRETE E3UM ,"3ER ---�1 .2' TYPI-�- --1- t 0.5' WITH 2 COATS TRAFFIC WHITE. W y MDT TO SCALE (PAINT INTERIOR OF LETTERS ALSO) I .- ROAD c.;:. : e A ti r -/ '% -a...' (e'T v v v.,','!'! -g '1/4' SEE NOTE 5 i W STAMP STERILIZE AND COMPACT SUBGRADE 5• _Zab it 0.75' TYP. evke� PRa � NOTES SIDEWALK ADJACENT TO CURB ) AI m.., 111V7 Q `� 53,750 ,� *i 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 psi u'-6 � 1 .5' TYP. 7' b �/� - I o �_ AT 28 DAYS. SURFACE OF 1_1. R -u-- ' 4)0 ti ��PAVEMENT �� J a_ �S ' 2 ' QAC, 2. PANELS TO BE 5 FEET LONG. f •. ' P. K tiff 6" • W r w,u oa/�a/11 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROCHES, UTILITY 1 ; • • `•�:. V VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT EXCEED 45 FEET. - ' ' - \.2:_tio y 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT SAME TIME AS THE M1N. 3000 P.S.I. ' • •.. • 5.55' �' LETTERS TO ME PAINTED SOLID Z DATE: 5-06-2011 CURB, THE JOINT BETWEEN THEM SHALL BEA TROWELED JOINT WITH A MINIMUM 1/2" CONCRETE AT • ;• f WITH 2 COATS TRAFFIC WHITE. O RADIUS. 28 DAYS : ... ••; -\\- - (PAINT INTERIOR OF LETTERS ALSO) SUBMITTAL 0 DATE: 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB lw 9* wl L1.1 IS USED, OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE MINIMUM THICKNESS OF 4 INCHES. NtOTES: m 0 \\-. 1. EXPANSION JOINTS SHALL BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB. BID DATE: 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" MATERIAL SHALL BE PRE-MOLDED, NON-EXTRUDING, WITH A MIN. THICKNESS OF 1/2". i LETTERS TO ME PAINTED SOLID Z DIA. PLASTIC PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. 2. CONTRACTION JOINTS SHALL BE A MINIMUM OF 2" DEEP & SPACED A MAXIMUM OFf , WITH 2 COATS TRAFFIC WHITE. 15 FT. APART. hi- 0.25 TYP. (PAINT INTERIOR OF LETTERS ALSO) 0 CKE No.: CONCRETE 3. BASE ROCK - 1-1/2" MINUS, COMPACTED TO 95% AASHTO T-180 - SHALL BE TO ll KITTRE E �, ' EERS, LLC ARCH. NO.: 1075 SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. CC SIDEWALK DETAIL DRIVE THRU ONLY STRIPING w SCALE: ,;; 4. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 psi 6975 SW SANDBURG ST., SUITE 310 z �AT 28 DAYS. NTS PORTLAND, OR 97223 z SHEET L___JFAX:((03) 620-7209 0 y 620-4065 01 / 3 6 " VERTICAL CURB 33" '8 ,-8 C CE X I •C CC N E 0 110 2 4 p U C C. 5 (DM (311- C M O o N L 4, Lon 1 N 13 In 2N z 0 wU +, j U �V U, W C H C V O L G. CV Q N 0, Q1 C.01 0 W M drr O O = O LIJ , 12 ww r� - 12 O CLIENT Q 0 0) CC - O GENERAL NOTES 0 L� B ,� J o0 © I) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR(800) 548-4667; SCARBOROUGH, ME (877) 907-8676; U LINTHICUM, MD (866) 740-3318. z X > N 2) FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. -""' O Z 00 PERMANENT POOL 3) STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. OUTLET STUD (7{ CO co(SEE NOTES 445) 4"0 OPENING r ELEVATION 4) STORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (if 0 (n I _10„ -, -_ _-----_ APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED DY ENGINEER AND PROVIDED BY CONTRACTOR. J l.n WEIR WALL-1 6" } 5) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET � 0 -=-1 O • • a_ . . • OVERLAP I'-511/4" STUB 15 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB I5 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN Y In BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 4 .r d 4 ',N. 1 2 6) FORM-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO DE • ,i ..: 4 1 ( tr . I 1 • VARIES PROVIDED BY CONTRACTOR. PROJECT 6° \ --.., -. II' . 31-3 5I8" 3'-3 5/811MAX. 7) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE A ��- _ INFORMATION. Qor;, I'II s of ,, A 5„ ® a Q , '�%� �%/ � ,` %� a 411 1 S i OZ — 2-CARTRIDGE DEEP CATCHBASIN = e `4 • e (TYP) STORM FI LTER DATA N = Q STRUCTURE ID WQCB021 w ga ( U II 1 WATER QUALITY FLOW RATE (cfs) 0.055CF5 W k .. .• . 4 .. INLET STUB d SCUM BAFFLE�; " /.'.L OUTLET STUB 2' (OPTIONAL) PEAK FLOW RATE (< 1 ,8 cfs) 0,58CFS W Z Z • i . 4. G 7.6c ° (SEE NOTES 445) -INSIDE (SEE NOTES 4* 5) RETURN PERIOD OF PEAK FLOW (yrs) 25YEAR W U Q 0 CARTRIDGE FLOW RATE (1 5 OR 7.5 qpm) 7.5 IZ � G 2"m OUTLET PIPE REINFORCING BARS 2'-0 112" MEDIA TYPE (CSF, PERLITE, ZPG) PERLITE W t— (SEE NOTE 6) FROM UNDERDRAIN /1OUTSIDE RIM ELEVATION 382.72 Q 0 INLET STUB 1 _ Q PIPE DATA: I.E. DIAMETER (OPTIONAL)(SEE NOTES 445) 1 2-CARTRIDGE CATCHBASIN - SECTION VIEW lB INLET STUB 380.90 10" a NI NI II OUTLET STUB 379.42 10" N Q ~ 2-CARTRIDGE CATCHBASIN - PLAN VIEW CONFIGURATION O 0 OUTLET I IIIMIIIIIMI 100 DRAWING TITLE I N LI=T SLOPED LID NO LIFTING EYE SOLID COVER NO INLET GRATE ACCESS COVER ! (TYP OF 4) NOTES/SPECIAL REQUIREMENTS: 1 2 1/2" 6„ , 11411 4"0 INLET GRATE—\ ACCESS COVER L OPENING CONCRETE COLLAR I■■i _-- " a N. OUTLET STUD �ij ji�j (SEE NOTE 6) �� g : a " J (SEE NOTES 45) f � J . • • G aP / PERMANENTk i s--t��--.�4T*— `; /4/1/ "—POOL ELEVATION ' wlwwwwwwww ►�ww�wwwi1 rr��,1ik..� ♦��wwwwww� wwww�wrwwwwwwwww�ww�1 ♦��•�� 2'-4" Pall Z ftli rift. �� • �. a ��.�♦�♦•��♦♦.:•! e i N STORMFILTER �•-� I � •••• •••••• a 'O : `-�, L i / I� CARTRIDGE (TYP) I '6„ ll JJ � �w �•••1 INSIDE RIM IiI�t!■11 E I 1 sum (SEE NOTE 2) . 1I1�IIII� I ►wwwww4.www • 0 O W CARTRIDGE (TYP) a �wwiwwwiw• iii ' • ♦♦AA 1 ♦wwwww�wwww� I V v� ❑ CLEANOUTNI\ SUPPORT A . I I I I I I I I I I I !>�w�w•w•-�w w t.•41; e ACCESS PLUG --- _.— _.—.—._ ON WEIR WALL N_UNDERDRAIN .; .0 . • - a ! _ 2, 4„ I 3 811 MANIFOLD 2-CARTRIDGE CATCHBASIN - SECTION VIEW0 REVISIONS INSIDE INSIDE /� 2' 4" 41 6'-3/4" INSIDE RIM INSIDE RIM T i OUTSIDE THE STORMWATEK MANAGEMENT THE STORMWATER MANAGEMENT = 0-4 3/4" A ^'THE 5TORMWATER MANAGEMENT `V 2-CARTRIDGE CATCHBASIN - SECTION VIEW A stormFllter® 5tormFllter® OUTSIDE RIM StormPllter® C\I 1 U.S. PATENT No. 5,322,629, U.5. PATENT No. 5,322,629, U.S. PATENT No. 5,322,629. No. 5,707,527, No. 6,027,639 No. 5.707,527,No. 6,027,639 2-CARTRIDGE CATCHBASIN - TOP VIEW 0 No. 5,707,527, No. 6,027,639 Z A No. 6,649,045, No. 5,624.576. No. 6,649,045.No. 5,624,576, No. 6,649,048, No. 5,624,576, AND OTHER U.S. AND FOREIGN AND OTHER U.5.AND FOREIGN AND OTHER U.5. AND FOREIGN ©2006 CONTECH Stormwater Solutions PATENTS PENDING ©2006 CONTECH Stormwater Solutions PATENTS PENDING ©2006 CONTECH Stormwater Solutions PATENTS PENDING ci)h A aikaiirriewar DEEP STEEL CATCHBASIN STORMFILTER DRAWING A IIS AV® DEEP STEEL CATCHBASIN STORMFILTER DRAWING A IUVTCIn /,V® DEEP STEEL CATCHBASIN STORMFILTER DRAWING W A egv��~ ��'? PLAN AND SECTION VIEWS ��vikv E '^ SECTION VIEWS 2 �.��.�� • ��"7 TOP VIEW, NOTES AND DATA 3 STORMWATERSTORMWATER STORMWATER SOLUTIONS., STANDARD DETAIL - 2 CARTRIDGE UNIT 1/3 SOLUTiONS,� STANDARD DETAIL - 2 CARTRIDGE UNIT2/3 SOLUTIONS STANDARD DETAIL - 2 CARTRIDGE UNIT S W� STAMP -,$-?,ou contechstormwater.com DATE:11!01105 I SCALE:NONE I FILE NAME:CBSF2-SDX-DTE I DRAWN:MJW I CHECKED:ARG contechstormwater.com DATE:11!01105 I SCALE:NONE I FILE NAME:CBSF2-SDX-DTE I DRAWN:MJW I CHECKED:ARG contechstor .mwater.tom DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF2-SDX-DTE I DRAWN:MJW I CHECKED:ARG On 001 tiEfip A/ O C7 53,750,1 ;+ Cr O . �. ` CL / ,Vey . , o E .i.°cc...s ! 2 .e�V Ill PKV\ SAL 06/30/11 U Z DATE: 5-06-2011 O BLDG. 0SUBMITTAL 0 W DATE: '^ Q C 00 BID DATE: Z KITTRE D E EERS, LLC r0 CKE NO.: V�J ARCH. NO.: 1075 LI] 6975 SW SANDBURG ST., SUITE 310 UJ SCALE: Z PORTLAND, OR 97223 z SHEET Z La TEL: (503) 620-7209 O C114 _. L.. FAX: (503) 620-4065 0 E PLANT LEGEND i --`- — EX. 6` HEDGE TO REMAIN �' j� � t*� ., PHOTINIA FRAZERII �/ / l SYM. # BOTANICAL COMMON SIZE Ga�0 ,'�WT1E7 l �.� ��la } Ul 4 1 F�� ofi �1, 1 U mow• �. ' 0's'', j' �t ^' '` l ' ARB 3AGER RUBRUM "BOWHALL" COLUMNAR RED MAPLE 2 IN GAL , . — �i� ens-, ` �- I ---s � <<> c�L,: G � 4/n � �� y� B55 46 SUXUS 5 "SUFFRUTIG05A" DWARF ENGLISH BOXWOOD 12 IN 15 IN t c,' i; �11 N r/t- :,`n, ' ; .° , GD24 635 GOTONEASTER DAMMERII BEARBERRY GOTONEASTER 4 IN 12" O.G. _ „`z`_ ig\ O �'°R\/,- ` • ,r<- ` GML �i GROGOSMIA M. "1.UGEFER" GROGOSMIA 1 GAL 1 '= 2 2 ` - V-r. GOG I GHAMAEGYPARIS OBTUSA "GRACILIS" SLENDER HINOKI CYPRESS 6 FT - 5, FT -,- �,l ` r' GD24ti ,f �t,'� � If o EGV 45 ERICA GARNER "VIVELLIF SPRING HEATHER I GAL s, ; ll' HH 27 HOSTA HONEYBELLS FRAGRANT HO5TA I GAL (OIC ��z r \j if �t 1 ICG 21 ILEX GRENATA GONVEXA CONVEX JAPANESE HOLLY 12 IN 15 IN '+ A�• NDH /t" � u % , `. NDH 34 NANDINA DOMESTfCA 'HARBOUR DWARF' HARBOUR NANDINA 2 GAL o° ° •a �I },,� ; . , ' \ , ;,„' OD 7 OSMANTHUS DELAVAYI DELAVAY OSMANTHUS 2 GAL °° �y f s r �` ,-. rl PGG 5 PYRUS GALI_ERYANA "CAPITAL” COLUMNAR FLOWERING FEAR 2 IN GAL 0 lip pr •, k yr ,4 l Sru ra�fi s :, u ; E '' VV V \`' ,DTQ r K RP a RHODODENDRON "P.J.M." P.J.M. RHODY 2 GAL ti at %` e .0 :�. 4 rr , q.-;•'!" �• E '� - ' TOEG 30 THUJA O. "EMERALD GREEN" EMERALD GREEN ARBORVITAE 4 FT - 5 FT 4n.a `---)c,,,;,,.',.'71. ,0,(6, : ,• rt$'-'w,••_ ', TPF 5 THUJA PLIGATA "FA5TIGIATA" HOGAN COLOMNAR CEDAR 6 FT - a FT o d N'kILI � � r'' — , HICyfLANDSCAPE OPAQEJE WALLBUFFER AND b 'suc> - uL " [BUFFER COMBINATION D-3 ;y,rc e 4 .� 20 SEE A-I r Z; LANDSCAPE NARRATIVE 1 ARB — \. � 1 1r 7 sZ+ ' �' \ SOIL CONDITIONS: PLANT MATERIALS AND TREES WERE SELECTED TO GROW IN EXISTING TOPSOIL CLIENT ,:'4i''''' 18. 45.060 Re-vegetation 1 ‘,..%•.\.)0 A. When re-vegetation is required. Where natural vegetation hos been removed through �dr ,{ ' `,` grading in areas not affected by the landscaping requirements and that are not to be 1111111,411111\2 40 1'' occupied by structures, such areas are to be replanted as set Forth in this section to prevent 0) '.., r` .! erosion after construction activities are completed. � �, B. Preparation For re-vegetation. Topsoil removed from the surface in preparation for eroding IP' 7 _ �.] I �°�`-ti�"cp ,,r.. % and construction is to be stored on or near the sites and protected from erosion while 0Ce GJi \ _ asst. _ _ grading operations are underway; and �' `' I. Such storage ma not be located where It Would cause suffocation of root systems of trees LU / • 9 y S3 N \\. ,�s �` ' intended to be preserved; and . _.I '‹ : Yr r.s� f 2 -111:1111 �20Z rF��. ,v r , 2. After completion of such grading, the topsoil Is to be restored to exposed cut and fill __ 0 \ 4' rr i embankments or building pads to provide a suitable base for seeding and planting. IU v- > gt �� \� .-_- ALL LANDSCAPE AREAS SHALL BE PLANTED AND HAVE 2 INCHES OF MULCH TO PREVENT EROSION OF SOIL Z ?G Z COo r f/ , I 1 c. qp I _ v�pp ` ` .Fw Q Q N r I __I_-.I ilii €NX X X X X X XO I i ` OoX €)0 N e `� \ ',1-,....!,,v,-, - m C.:- \ ,,-•,:v: f•' * • / * ci,-Z- - .:,,,43,," .oph• . ,, • .0 4> • •• COG Scni co :,,>::,,e,,t,,.. `� CL in Z #o 0 r PROJECT aCL C°�kT4:t'''I'' ,',.-Vi ' /--. • tit. i 0 , . . ,,, ., 7 �I, ;I � 5] / r • T '41'C:.• 04 1 • `•,5„b:.,lixjA, lat. •- ' .347 GML ' t ' ,(.;5 -,,,f5, i� :' -- - 1 ® o "`fir )bO ' W : . . .,; k )t,•__..\'•- [,,,, \ `� `C � '�j.l =.. ::..11„.4.r)i)161.;::,,,:e:_,,4;;ti.„.671.6,Ri:,.... � ' / VelfE gtji . �1 r �FrfliL! ct 1�' � 1 .', • .3 it9cf } , 1 a W U� z EGV ] e + QOa_ > Wb � 4"` �� fillii • LAWN • ff -' • ! Z Z%\°, rHH .i r � REDCEDARS (TYP.) p in_U O• 1� �,. \ (TYP.) a ry 1 r 7 " 7` `i�� + THUJA PLIGATA I!"-I6" - - ' UQC�oc4i • 3 � cc )ct LL.1.. flt�,}) 1 t . fE ./ �y5 s,j,.�;Ls7 2 4 w F- CyO • .+ , f=1t1 �L7'`�•n;1 rl! C �k�"° � p -.. 1. `11cliff) 1X Q, O �� • � ��./0 �� f`4, 640,-.:;;„400,: • `av c EX. TREE TO REMAIN �, ' ' * : < .„, X �: _ 4 Y: lit": \ 1U (/) rrar�e !-- t� • '• � xt1) .. � t� ,, ' / I ..�� Lo , V Z --- 04,4AAP 10 . .. . ::(e.;3010 . . ...Ilk . • ii.•••••••• 1 -I 1 , A 1 •••••••••••••••• , .....„,,.. '7 . ,r:t , 11111111111111 �, �b'_ • 1 ii "••••• e t l',: DRAWING VILE • (..-a C''0 .• /'• •• r Gni'' • ' • •r . t lir" Z 5-7 r',r J —I0 M1 • aha I :1,5,.:'-7,.., • C r Z ' 7- , .ww ,,,7,,,,, ,,,,.70_:,:i.,\:,,,,(!tet,,,._, 1 iJ TOES_...--- TPF 1111111 (.1.11/13 5 ----"'\2 0% / \ => '4,q \ . ." ~Y \-....".I 1 vaD , �� REVISIONS 40 '\ dr:. :1110"44\... ‘ w``d G G G G G G i ,�` ' /� \ 4,,,..7 64. w . _-- _.) ,„ ,, , „ \ -T;;- 0 ,,,,---- ri.', tar IF 17p •% { /Fes,_, �`,r 1 V V 5=i) .. A , G '1� 111 • , E 7 1� t..' --"" • 000.1 \ ,L . \ ,-. ,0, • STAMP ATTENTION:Oregon law requires you to follow rules adopted by the • Oregon Utility Notification Center.Those rules are set forth in OAR 952 -001-0010 through OAR 952-001-0090.You may obtain copies of the r' Darrell Mulch N rules by calling the center.(Note:the telephone number for the Oregon '?'' Utility Notification Center is(503)232-1987). ' A_,,, OREGON �C), 10-18-93 �,` �4pE NI mummmommi 1 DATE: 11-01-2010 BLDG. � SUBMITTAL `J V is 1 DATE: O 1 3 0 5 10 0 BID DATE: TPA SCALE IN FEET CKE NO.: 193--TBA ARCH. NO.: 1 1075 Ili PLANTING PLAN SCALE: AS SHOWN ''�'� SHEET a ik JL'..1 Scale: 1" = 10,_0„ '1:a� , 1..... 1 Nimmummio 1.gli IRRIGATION LEGEND •C E NA g g IE d.8 t 11, . __- . ______ _ 1-1/4" C -- EX. 6' HEDGE TO REMAIN b CLASS 200 PVC MAINLINE PIPE C Lu - f / / ,/ (R '1. 11 1 1 l I„ 200u) CLASS PVC LATERAL PIPE e to ' '11, 4 . •• .. . i , + 4-, 6 lill !r /`. SCHEDULE 40 PVC PIPE SLEEVE UNDER ALL HARD SURFACES AND �f' % THROUGH WALLS. PLACE SLEEVES WHERE NECESSARY AND/OR WHERE ) .0 1 I 6„ PS SHOWN ON PLAN. USE PIPE OF SUFFICIENT SIZE TO ACCOMMODATE L H • BELL ENDS AND ANY CONTROL WIRES TWGOAT NEED TO O THROU3H Q 0 yI. ♦i - -- SLEEVE. C0❑RDINATE WITH GENERAL R. EPq V.III ' / + / } IRAINBIRD ESP-Lxl CONTROLLER. W I. j 1 1 X x (VALVE AND CONTROLLER NUMBER OVER GPM) Y E>aco LLI ' 1\ X �rLI 4a O USE PRS-B OPTION ON SPRAY ZONES WITH P.S.1. C 8 01, 111111 . . �h 04. w il / EXGEEDINCx 10 AT P.O.C. W Olt ', I00-PEB aD-30 G.P.M. EP �j \ ,,\--, ,AL © GATE VALVE "ISOLATION VALVE" CLIENT a • N- •4. Q %%44' ' -I- ''.., 0 QUICK COUPLING VALVE \- f 01.41N GONBRAGO DOUBLE CHECK 3/4" 0 ct \ \ AP . ' W O. \ 14/0 1 1 / H 1--- J .0\ 0 \\ ir 0 Tr c.) \ • I '. r 14 ;, SPRAY HEAD LEGEND z x z co � �� _ + O jl. RAINBIRD 1800-PRS SERIES. 1.8" PER HOUR 0 m co , • J CO r�+ CK i. i / L n 5YMI30i. NOZZLE P51 RADIUS ARG GPM O J (l 1EI .--,-.. GENERAL TO PROVIDE 110 POWER TO CONTROLLER Qe _ \ , \., 2,0, IOF 30 10' MAX. 360 I.S ION EXTERIOR WALL AND CHASE TO OUTSIDE BI=D a 6 ' IOH3010MAX. 180O.�qPo�ECT ®\01 - --1 FOR LOW VOLTAGE WIRES13 11 M 1100TH 30 10' MAX. 120 0.52 �- ft---) Q I00 30 10' MAX. QO O.5 o Q ' ® o Ii i 3 - r" ® 121= 30 12' MAX. 360 2.60 N I ► • 15 / 12T0 30 12' MAX. 210 i.�5 z to r.' • ► � o - : ,,' / �. ] I`., ® 12H SO 12' MAX. 180 1.30 Q (n = 0_ * , 4 / / + I \ 12T 30 12' MAX. 120 0.51 Li W U 0 r -all. :1 yi if I 7 \ r ® 120 50 12' MAX. GO 0,65 ;r 10 1' a • 151= 30 15' MAX. 360 3.70 p U d f I 1 �, / ' I5T0 50 15' MAX. 210 2.15 E U Q U J I15H 30 15' MAX, ISO 1.85 ,�, CL W Is,• IST 3D 15' MAX. 120 1.23 cm) , Z 0 1r.-"..."7-17 1 • ` , / 150 30 15' MAX. SID 0.q3Y = (!) • A VAN SO VARIES VARIES VARIES D fo 0 111 C ' a M �-' // ••, m BISEST 50 5' X IS' END 0.65 " (I) ~ `°Is*. BI5GST 30 6' X 2b' CENTER i.2�i '- - Z i , ❑ B1555T 30 6' X 2b' SIDE I.201 O ~ \rik gig l do 1- E l!lir * __�__ I k 1 l I* mi voi I. III. - ( % f5 ❑ I550 30 23' X 25' SQUARE 3.13 11.11111111111.1111111 4 f ....i*' ..i.♦..♦ t ■ ISEST 30 4' X 15' END 0.64 DRAWING TITLE (1).... 04 - - .•♦•.•.� ��+�� ► ❑ ISGST 30 4' X 30' CENTER i.21 >�� i� ��O�'D ' 15SST 30 4' X 50' SIDE 1.21 ►��! i�i�i�i�i�ifi� }5 D 115ST 30 q' X IS' SIDE I.75 \ __________-- 4 1402 30 BUBBLER 360 O. z • --I = C 5F 30 5' MAX. 360 .41 f . Z = r �,� iia 5H 30 5' MAX. 180 0.2 �1 -< C < - � Cm ' g 5T 50 5' MAX. 120 0.15Z /. 50 30 5' MAX. cI0 0,1 0 HEAD RISER SCHEDULE Q . 1 � Oppitr41 - C� , •l 0 AREA SPRAY HEADS 1 ------ 1\ LAWNS 4" (1504)-PRS (C �1/ _,----<-1 SHRUBS 6" (ISOS)-PRS \ '.. --- �� ' ' fRRIGATION HEAD NOTES �.Q1REVISIONS .%1°W\ 1 aq� I I USE SIDE INLETS ON b" AND 12' SPRAY HEAD RISERS. _ �� , G G r2. USEBOTTOMINLETSONSAMTYPESPRAYHEADS. 1 1 .yo V ' 3. RADII ARE LISTED FOR INFORMATION ONLY, USE 5' A SPRAYS INSTEAD OF 10' WHERE APPROPRIATE, n ♦� , SPACE HEADS AS SHOWN ON DRAWINGS. / \ so:k --,11t ____ _____ ........_ .....___ <,\ \\,,, //1;, ,,,,,,, � ., 0 0 0 •0 0 0 0 0 � so Er L, \ ot MIIMINMIIIIIIIIIIIII STAMP TI-IIS PLAN 15 SCHEMATIC. DO NOT BEND MAINLINE PIPE. USE 45° ELBOWS TO MAKE 50° TURNS ON MAINLINE PIPE OVER 2-1/2". PLACE MAINLINE AND ATTENTION:Oregon law requires you to follow rules adopted by the ° ° Oregon Utility Notification Center.Those rules are set forth in OAR 952 SYSTEM COMPONENTS WITHIN PROPERTY LINE. -001-0010 through OAR 952-001-0090.You may obtain copies of the r' Darrell Mulch E'4 SYSTEM COMPONENTS ARE SHOWN OUTSIDE BEDS rules by calling the center.(Note:the telephone number for the Oregon '+'' `J FOR GRAPHIC CLARITY. Utility Notification Center is(503)232-1987). OREGON W r.eds). 10-18-93 ,�d\. PE PAC 1DATE: 11-01-2010 BLDG. SUBMITTAL 10 , 1 DATE: O 3 0 5 101.111.1.1 BID DATE: TBA SCALE IN FEET CKE NO.: 193-TBA ARCH. NO.: 1 1075 SCALE: AS i' ( 1IRRIGATION PLAN Z rd.611!,,,,. SHEET L-2 �,Ya;� Scale: 1" = 10'-0" '"'I'z L-2 _ lo , o..€i La. IRRIGATION NOTES: °'' E. 1,..3g .E v TOP OF SOIL •C wE c v E 8 POP—UP SHRUB HEAD 2' QUICK COUPLER &" ® TURF AREAS 1. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, C �_ N 3 Li m THEREFORE CONTRACTOR MUST MAKE ADJUSTMENTS > o o •Y IN FIELD TO INSURE 100 PERCENT COVERAGE. C "' ' 07 TOP OF SOIL POP-UP SPRAY HEAD W �� ".'. .•: TOP OF SOIL N I 4 • . 2" 2. IRRIGATION SYSTEM TO CONFIRM TO SPECIFICATIONS ' N� �.,. © SHRUB AREAS TOP OF SOIL AND STATE AND LOCAL CODES. 0 \\\j\\�\\\\\/\/�\\\ 7,' >\ .: .."� �\\\/� . _ :•:4 : • , 3. ALL PVC (NON—PRESSURE) PIPE LOCATED UNDER , G3 \\\\>\/�\\��\�\ v/\\ . • - : \ çu + CURB OR WALK �\ fr\\\� //\\\\ � \\, \�\\\, a� CURB OR WALK y •f\•\• •/\• a - PAVED AREAS TO BE SCH 40 PVC PIPE. -G \//\ <17><R/>\'''(<7.›N.. A „.., 4 a //\"/ �\ \\\ /// /\\\\�\\� - `• ° , •a \/\/�\��\� \ /�\/ . 4 OPTIMUMPERFORMANCEALNDSPREVENTROVERDSPRAY • to / • I• '\//\' /\ \ /\ \ \ • CURB OR WALK +-• s/`•\\/�A/7\ �\\/ . ' . • - 1 /\\�/\ <•/\ \.\-' ��\\/N>' • ••. • \/\/�\ \\\\,/,/\/./\/./>\\ .. \\\\\� a ONTO BUILDING. PAVED AREAS, AND ALL SIGNAGE U G \ \`. ,. \ �\ \ \ • i � \ /� a ' . THIS SHALL INCLUDE SELECTING THE BEST DEGREE +-' w — \,\�\\/\\/ \\\;,, \../ \\\\\\•,,, ,,\\ \\,\\\\\�/<t a :. 4 sig\\ \\ \ \\/\\\\� — w v) \\\ \/\ \ ! e \V/ �\ \ �\ \ • e \ \�� \\ OF ARC TO FIT THE EXISTING CONDITIONS. = w to /�\\i;— `i\; \�\\\�\��\��\ �. \//� \' \••`�\CJs - 6 r 5. ALL HEADS TO BE INSTALLED PER SPECIFIED i Ca �., //\\\%\ \ \\\1>/l,' - ;,:e„‘,. \\ \� .. �. a DETAILS AND SPECIFICATIONS. Q E NIPPLE AS REQUIRED SCH. 80 ��'/\\�\ NIPPLE AS REQUIRED SCH. 80 \� �\ \\\\• • % • ` N / ,� <• •.--. . 6. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS PVC TxT 90' ELL PVC TxT 90' ELL \, =\\//\ • FROM APPROPRIATE AGENCIES AS REQUIRED. µ z MARLEX 90' STREET ELL MARLEX 90' STREET ELL IM 7. CONTRACTOR TO PROVIDE AND INSTALL SCH 40 PVC PIPE col r c7 I ,I NIPPLE AS REQUIRED SCH. 80 SLEEVE UNDER PAVED AREAS FOR IRRIGATION MAIN LINE • `�' o � PVC STREET ELL PVC STREET ELL AND CONTROLLER WIRE (MIN. SIZE 2X PIPE DIAMETER). UJ 0, I ]] PVC STREET ELL o z I�Lj� r� LATERAL LINE FITTING Ile - cl LATERAL LINE FITTING 8. FOR RADIUS ADJUSTMENTS GREATER THAN 25% USE iu MARLEX 90' STREET ELL RAINBkRD PCS SCREENS ON RAINBIRD 1806 HEADS. w N 1- a 0 9. CONTRACTOR TO ADJUST IRRIGATION HEADS TO KEEP C_) ' 0 LATERAL LINE FITTING MENU BOARDS DRY. 10. A COMPLETE INSPECTION OF THE LANDSCAPE AND IRRIGATION WILL BE DONE AT COMPLETION OE JOB BY CLIENT THE LANDSCAPE ARCHITECT. A PUNCH LIST WILL BE WRITTEN. cp NOTE: ALL LATERAL LINES SHALL BE BURIED A NOTE: ALL LATERAL LINES SHALL BE BURIED A NOTE: ALL LATERAL LINES SHALL BE BURIED A C) MINIMUM OF 12" DEEP BELOW TOP OF SOIL. MINIMUM OF 12" DEEP BELOW TOP OF SOIL. MINIMUM OF 12" DEEP BELOW TOP OF SOIL. r•••- (VERIFY HEAD LENGTH FOR MIN. PIPE DEPTH) (VERIFY HEAD LENGTH FOR MIN. PIPE DEPTH) (VERIFY HEAD LENGTH FOR MIN. PIPE DEPTH) CT) POP-UP SHRUB HEAD I N.T.S. 12 QUICK COUPLER I N.T.S. 18 POP-UP TURF HEAD I N.T.S. 14 p ,,,,e 00 N W FINISH GRADE (TURF) � `4 �Q0O Q POLES OTREE J / FINISH GRADE (GROUND COVER) 0411, DE--TREEU 1- j ti, �t ,�.a Y ° 0. 0\ CI° �,�b 0 ZxZa0 '� ��""�O Q •a i" \ PREVAILING WIND ^ 0 0 N 2"x4" WOOD HEADER ROUGH 0 ,� •• �.� r ) pQ SAWN REDWOOD OR P.T.D.F. �1 \ tt FOR CURVES USE 2 LAM. 1"x4" �0 •06.. * " �y 4 Cb 411 • Y • J OR 5 LAM. 3/8"x4" RDWD. 0t•o• 4.4.11.#111 -',41 G0e d > O —I (Y) C) _10 =\ \ 4 = 2-2"dia.X10' O" LONG to = NAIL HEADER TO 2"x4" STAKE. s :OOT BALL LODGE POLES DRIVEN TO Y 11 Lo STAKE TO BE 2"x4" REDWOOD �U\j UNDISTURBED SOIL. OR P.T.D.F. © 10'-O" O.C. MAX. r` ��cR00 WATER BASIN 'p / - — PROJECT Z�� , FINISH GRADE / 10 GA. WIRE W/ NEW ›- WHERE WHERE PLAYGROUND OCCURS; \\��/\�\\�' Y/\�\� /\� N GREEN RUBBER HOSE �o Q --- SEE SITE PLAN. PROV. GRAVEL �\/ .4 ;().".%i \. (\\" \ \�\\\\\/ AROUND TREE TRUNK 0 0 �. \ , / - NAIL TO LODGEPOLE c' _ SUMP PER DETAIL 2/A-2.1 \•�\z`:/. \\\\\\\ PLANT TAB �j d Z --- \,\ \\�� ROOT BALL Z O = ,,,,t '\, .._ h �� BACKFILL MIX (n SECTION /may h/ BACKFILL SEE SPEC.'S WATER BASIN La I-1-1, Iffrf r A Z — F 0 -- I — -- , - q \ FINSHED GRADE W 0 < 0 ` A 2X CONT. /\4 .� �i` c J \`\` W s\..\\ \�`\ ��, ,,. PLANT TAB Z 3 O ,/` ce a \\ �1• BACKFILL MIX ;cc rY V} / % SEE SPEC.'S 1"x4" SPLICE BLOCK RDWD. 2"x4" STAKES < Mix OR P.T.D.F. (12" LONG) c '' u v) Q I-_ SPLICE 2 X CONT. • Lul ,- ° Z t • OC , 1-- D PLAN VIEW HEADER DETAILS I N.T.S. 19 SHRUB PLANTING I N.T.S. 15 TREE PLANTING I N.T.S. I 1 DRAWING TITLE "Y" STRAINER & FILTER R.P. BACKFLOW J ASSEMBLY 13" MIN. Q W SHUT-OFF - CONTROL BOX ❑- W _— —_— 6" NIPPLE ❑ iii `m- TaivELL WALL u) cei Z °'-" � • 120V ELECTRICAL IN ■ i CONDUIT BY G.C. Z 4 -J 0 - COMMON WIRE & ... CC I I BRASS UNION CONTROL WIRE II CC ��f 1\--I FINISH GRADE N Cl- CONDUIT BY G.C. TO r EXTEND BELOW FLOOR, i - BRASS NIPPLE OUT PAST SIDEWALK. CJ REVISIONS - FLOOR N " . ,• � 4 • ADAPT TO MAIN LINE Z A • . 0 X12"x12"x12" CONC.�' - AS REQUIRED IWALK WIDTH k Y THRUST BLOCK _ o_ : . .a •.•: .-. MR) a.. . a DIRECT BURIAL WIRE TO REMOTE CONTROL VALVES CC Q W A NOTE: INSTALL PER MANUFACTURERS RECOMMENDATIONS. NOTE: SEE MANUAL FOR MOUNTING INSTRUCTIONS. W ALL ABOVE GRADE PIPE & FITTINGS TO BE BRASS. ALL WIRING TO BE INSTALLED PER CODES. Et 0 ALL CONNECTIONS ON ASSEMBLY TO BE THREADED. BACKFLOW PREVENTER I N.T.S. 16 CONTROL BOX I N.T.S. 12 STAMP 0 NOTE: TAPE AND BUNDLE CONTROL WIRES AT 20" 4W `VC' INTERVALS. PROVIDE EXPANSION COILS AT EACH 0 �`- # 3474 � WIRE CONNECTION IN VALVE BOX BY WRAPPING NEIL Y. LEE 18" OF WIRE AROUND 1/2"o PIPE. CC ROUND PLASTIC BOX & RECTANGULAR VALVE BOX • • COVER. COVER TO BE W .r.,-.) PORTLAND, OREGON MARKED "IRRIGATION GATE" WATERPROOF WIRE * 1" IN TURF AREAS * 1" IN TURF AREAS CONNECTORS. RAINBIRD 0 _ 2" IN SHRUB AREAS 2" IN SHRUB AREAS r SNAPTITE OR EQUAL '1'h 0'%� * /a///////////////�iiiii//////� �i ////ia//////1r/i////57/, Z OI+ / \` /\\'�i/7/\\/ \`\` tr 0 \�\\ \f GATE VALVE %\� ELECTRIC CONTROL VALVE \z\\ \ \%\ W DATE: 4-20-2011 W\/ \\\\ PVC MALE ADAPTER \\/„!/'\\ A THREADED UNION. (/) \\\\ /0• /N/ DURA OR EQUAL < BLDG. \ \/\/ /\ \ SUBMITTAL O \>\// TPRESSURE MAIN LINE \//,// r,�• CO DATE: .. / 1T / PVC SCH. 80 2 MI Z Y •ID UI I. 9 PVC SXS ELL \�`o ilo �I • TO SPRINKLERS 0 F-moil-MI-.i�-M-- .: I --,I1101,__..,.. ORM, a :+�T:�`� 'i�:� ... .. •74: .1' 1 .3_ BID DATE. !il.r��:r��I.��Ir, COMMON BRICK i �. rt PVC SCH. 80 ' 1f 1 141 " COMMON BRICK f. ?f �:f � • (TYP. 2) ;t'-!-"ft-.7.40.1440:4, 1 , .� (TYP. 2) W CKE NO.: 1. ARCH. NO.: 1075 :1::' 4 MIN. 2CU. FT. OF PEA GRAVEL } Z yl i �! COMMON WIRE TO 0 SCALE: AS SHOWN OTHER VALVES ON U SHEET W MAIN LINE FITTING M SAME CONTROLLER rr�� Z /THREADED OULET w MIN. 8" OF PEA GRAVEL V NOTE: FOR GATE VALVES 2" & SMALLER, USE HANDWHEEL. L3 . 0 FOR LARGER THAN 2" SQ. OPERATING NUT. -CONTROL WIRES TO CONTROLLER GATE VALVE 1 N.T.S. 17 CONTROL VALVE I N.T.S. 13 . k --..A\FA \ \ \ *ag -.E. --i, v \ \ \ 1 I C G N V C Nd0'00'd0"W 180.75' — m =Y Y rr^^ W � a + + + a + a + y tIJ © _ \ \ \ t A Y+ Y+Y.Y y w • m \\ i a + ▪ a a • C Wil ..t. ..Y *Y *Y* * * . * * * 4111MH .•'-' 13 ) y a + CO • + + a 1 N + w + i '�' + a © �� Q --Z----'" `� . . ',.+D: w0 ^IOZ +' + ayO • •N.\ 1 \ \ 1 -... .. _ U' ,� yW +f 1r-- X` + a a \\ * o W + © a E • � O i + + ay + QDi y CIO y + + y + + + + + • a a y + i + � � O7 • + + w • • + + . O I^ (7 \ \ \ \ • •a + + w 4 fl .. y + i + i y y U z r \ \ \ \ P + + r c� 1 Y w +*iik� •. + + i O fl � O 1 , 1 y y + + * il.I 1 V a .0 1. 1111/1 DRIVE THRU LANE IS 200 w a y + t ��A, rIN + + 1110 ARBORIST TREE INVENTORY CLIENT co \ \ 1 \ \ 1 FEET LONG STARTING fa a CIa 1 FROM THIS POINT TO LANDSCAPE BUFFER AND 6 O COUNT- REFER TO \ \ \ \ \ 7 THE BEGINNING OF THE CSJ HIGH OPAQUE WALL y + • ARBORIST TREE PLAN 2 PYLON SIGN DRIVE THRU LANE [BUFFER COMBINATION D 3] 4 + + ..*41 + ® REPORT -, • r a a Alt, \ . . ,„ * ,fr*r..,,, 0 '. .•. '� REFER TO DETAIL 6/A10.2 Ct 0 L . . .� o_ .- .. Igiril -. •'," •sir -`~ - -' ,` -\ \ \ \ \ r‘ \ . * 10. 0. / .,.... <1=1 * IS CN W \ \ \ \ \ '� CLE Z2Eli :��--- ' i `� �_ iMI$ i i RACK '' + yiti Z ' 0. i 4:411*_41.,_.,keao�� r� C� m (n °off a A l + W + * + - I* 4 I 1 I,.,... .. • .4k . . \ \ N.� y + + I + + ; \1 • .. . , • < \ ri LC) \ \ \ \ * . .. * . ' ]• 0_. k , . vor \ + + + + ` • .. , • ......._..„r_... . .. • . r.• • • . . 0 \40 i,\ +a ay w y a + \ * * * * wa w+ + PROJECT ROJECT 41) \ \ \ \ \ (P • Ok y wiwai 110 y D. + "4, + + + `lW + + + l0 ® Q\ \ \ \ CIN CP g . 3 N. a + i10 , . .,.6- y a + a + a w • a .. _ I _•-•10..1 + + i + + i + \�` 21 U Z 0 _ �; ! - . y • 1 + a iaw�aØ . . 1 + ` • a + + i i N Lo + + ay `V,,, 2Z i O.\ ° Di Ov -• _. + + I �� 4 4.lr 4. Z � -1-1. ::* •: ..6 / w . ... In Li tj • .Z z D La I- YEttN Z + TYPE 22- 141. -•. D'' m �, + V <Z O , + + 2, 786 S . F. r 2 a o ° • a • Q J NS + •w Q MCe / • 4, i + � M y 11 i CC-386.6 a 2 LJ � � .0 Ly ,r) ... c.f) milii* - •.s • r • y + + + m + NR7°;[ 28F 17R q4' a. i + + '• s \ \ \ \ + + a + + iii U , ` 4 + • , + + � / n DRAWNG TITLE r ��+ P a + + ii \ ' 1 \ 7.4,_ \ \ (._f) CP _ ., .. . ' '• " i • • . ''. . : . ..7. ... 7.--D , : • ctp . . ...• -4,.. • ... - . ... • - •..-. • .• .....w.., , . . . ... ., *42, .. 1. . . ... . , .. . 4.. .. . . 4 . • •.1, l' • . • I' , i ii,• •,N. . *JONI •, • . 1 .41 \ \ \ \ \ - cD • .O y + + y + + aa Or TT • .< -\_.,) � a i + + + + y ya 1?,2-,10- ,1011141111 — \,,,,/ w + + + 1101111 • ' . :� �` o •• W \ \ I \ \ \ ---c--1n + + + i 0 411 \ \ 6j._\ :42 GREASE INTERCEPTOR W/ADAV PAINT STRIPE * a y '\ = o COMPLIANT CONC. TRAFFIC COVER ` * + * y * w + Ea \ --...- --> Z? in o & CAST IRON CLEANOUT COVERS. a) i \ \ \\ a + • + + + ' • n f0 ♦ , . T y i i ay a�1 RE: CIVIL DRAWINGS a • 1. - -- -7, 9} ‘' 11110.amik\ \ .........BILL BOARD SIGN ABOVE _ -\\---- I ------ = 1XII yyw + • .. . 4W y y + + a + vpy: a i + + + i a + + + + + + i + + iii ® Nz REVISIONS \ \ \ \ - - \ G G G \\Ci GG G + + + O• + + 1+ I + + ia + a W + \ \ \ \ \ Oia \ :.. 4 tl .1 + a e elitinb QO Oy +a + a000. yw+ i0OOri i• + + + Y + yCC + i + aaywy IllA \ \ \ 1 \ \ . ay + w . y w + + QDw^ Ath\ \ \ \ S02'41'31"W 201.81' STAMPCnOjiti 111?(: 'L \ \ rz? 0 1 \ \ \ \ \ \ NEIL E zo'-�Ir CC it? ��. , I � 2 , SITE INFORMATION LANDSCAPE INFORMATION PARKING REQUIREMENT 0 9 - �� Z OFO Location: 11433 SW Pacific Hwy, Tigard OR• Site Area (excluding 24' dedication) = 26,536 s.f. Building Area = 2,786 s.f. Z Zone: CG Vehicular Parking calculation = Fast food: 9.911,000 (M) Site Size: 26,536 s.f. (excluding 24' dedication) Perimeter Landscape area = 3,120 s.f. 28 spaces required W SUBMITTAL DATE: 5-11-2011 \ \ \\ \ 1 Building type: 5B Interior Landscape area = 2,011 s.f. 28 spaces provided Building Occupancy: A3 Total Landscape area = 5,131 s.f. Q BLDG. O \ \ \ Building Size: 2,786 s.f. Bicycle Parking calculation = 1 .011,000 m DATE: \ \ BID DATE: TBA \ 15% of 26,536 s.f. = 3,980 s.f. min. landscape required. 3 bicycles spaces required cc Z Proposed total Landscape area exceeds minimum 0 requirements Drive-in restaurants = 200 feet min. stacking 7.:-C \ \ \ \ \ W CKE NO.: 193—TBA ,I 1 ►1--. t Z ARCH. NO.: 1 1075 o \ \ \ a SCALE: AS SHOWN w \ \ Q nIV U SHEET A- i . 0 SITE PLAN \ \ \ 1 1..10._.. SCALE: 1 Ca) N E 3 - � E c., v m E • o cE 7 N S U 1U I- N 2 a C (' - Y EL 1 C 1[7 ..n N y -aW � c = 23 t13 1 c U 7 2L • C .) C N0 �.,,�y �„y,,,�teed Wading ��y, ,y,,� y, .f L 4 rn ID Doors not r to be teed as.a FcW a?ing a!t'�'. a door, t m s to,;:w 4 i.,so i.i4.or equipment: . A /1 2 L yl CL „in.±...,,,,, ...check Software Version 1@� A Envelope Compliance a rt*fr ca .t.n ,pYarrra a arxfan fierle, x arl�r i.31 �,t(SI4G ofOld:;1,c,.ne<- Pr ,O yrs }sbalber mi d hr► -, eitr C C en r fy,and tin rer ar nr of =rr �r�s,Tis Mc 10.The overall natures # �€end for alai�! Omits d vi13from sleeping yrdwelling nit Doors that directly a Ire t it 11 E �n Y Doors used prin , #xrat ty orica r tgxr + t material handing mad per„grrpl doors. Q Q ;ja w _ ci a0 imam in seen rasn Kan � x n not wiaestaiK o E w ro N , �g Li : <-bt It a.:i ra,:a :,n 81h1B1 here a singlecertificate Barg twits.,special ath . nes, 14. [103.2+j %eer'components have suis g a�>f< proposed U-F & 2 (V cr Own Energy Efficiency Specialty Code center-of-OM end I 1.1-err ands r tri ry type at she bunt lase used.T ...../a,d.li ohei be LgrAkns RA iltrirsaipm vOtamtvxmirmyses Off ate. ■ U as maintained on Vie Jobelte and made avellable to ate inspector, SeCtiOrt 1: Project information 1.04icir ki ,be oki,d, larirsr.irtt d.. Section 4: Compliance Statement CLIENT O vci Tye:iy v Conatruction Air I eak ape, ir'l.su on, ComponentrThe ers design represented in this dormice is consistent with oinking plan&speeficatoris ~ wo filar M:Simplified pen 31 Ireg ` Wilding envelope co a 3. [W Ill 1- e:Carl's !merit rig Qi1 9 ar n Cv rrir s and ce kerns its the Meting ares d r.�c ndog rasa comer submit with s won't eppi on. pry a Iters Ito Energy with amiable VOW the r tlit rn matartals ind loeeliOn.Joints arid seams are sealed in the Ems¢Specialty Code rerairernents in COMEetnec4rV+ iiiei 3,11.$end to comply with the rnencletcry requhern es ii'die RequIreinenrts 0) Cot:veiny:dim&te: OwneriAgent DesigneriCortractotr. samemanner or tevied or covered twilit a rticirgure*,aha fioremety MEEN111,Seettng materials spanning OM candtruction nuterials aim for expulsion and centraction tithe ofneleaddatn rr 714..-d S"efe`PaOk Hnitway llan CiPrgewal Akin L w, T"i 97223 WAG LEEP Planning r kir+mer mem b& trice ' �/� ..-_. .. .� 17 l r i o 72033 Lynnwood Nt, 1402 # r �"`1.15.1111111W .. v> lie,IP 0 Portland,OR 97202 (-4, [x.4.1 +j VAr doe and a r of window slid or ngns d assembles ped of the fi - �C�1 L,e.P_ _ pa,4 c1 p - [fie W !!03 27035 -4� baying - tiolernin>ead in�:._,.,:/.., ,.....+�wi}t 1'L11/1$. 4O,or Alm 4t by as ,argent (\J car rre.rn ,end labeled a3ttid orat ld by fir. J 0 J Viten 2; rueraiinformation �' V Site-oirstra *Wines Traci doors*at ere eiessidierstripped sealed in accordaze snit Sechan SCs?r13_ Z x Z Op Stitiling Labor ti or weather dere Ted,Deegan Lar ,r to pair to~ �m ear, i ,ate r A I resit O O N Baiting Type for E rtitet rape RANuh t a I J dft, rSa2-41+j Curtain wall scorchers axing and corrnrieretei eneanm tint' s.d firs won,Inerafrore Oozing and 4rw,,.,......4+0-swed Y • -I 1 Vedicel erg fVirell Area Pr:: t Sentrancedoors end ranching deers anew for dr Ieatape in accordance loth MINI E 263.For metal,wells and 0 J Cr) Building Type storefront 'rg, r'r# trrum pair rant it .s r mire per of ,..1,ra'fa<tree.Fora rch, Q Dried:� l 1 27 a, [ z't'd wires eetrm doors end rewrtaing doors,tee maximal,air ie- r is 1. caps% ofd r1 arra. bwafon n pkwatos >a sere vEntisarra:ate to idealised*star NA I rut appir.:thubt}- SettiGil 3: Requirements Clieckest (t+ t pm 1 i +1 50.1dm r;rttrrivi envelope milia fon.An R-takre iderditicardcri mart is applied(by r er)to eV&04609,rasa!,f2 PROJECT inches or greater in aid*.Akeriately„the ri �� 'f,<r,, w : I anuf a Rf it aktt mf< 1: ( �! and 0 Insulator oN _ill t .�E ., ,.,.: 7, {x.1,21 mrit l f rn.in n aro iridled t the rr � , grS R �e it r � ' Z 0 uPart • Z - COMPOOliiftt r.. Canny Cont. Fropor $ 2ria. [ t la lio l� The trate rs (R-tee of iii hc terdetermined i►. ,A, ,i„ssth-*he LiS- 0m Area or VrerR-Val1 v FTc 4-vielti arVie. ix rvr`•,;�arac#x tl� _, TM _. 0., In xtda tri,Al el, Wit w > U i,� t � � + 1�as?st tae��In,�.,,..,+ai6:,�.:;with rr�nss(sa�i�16 in instructor*end Perineter N l.,_t the international itsg Vie. m Z -LT_ •g- ExtorterWel l 1:V -Framed, Its"rs.c. 27.136 " 'r 0.0 +1.067 d.[r Lilt].[;5t 4.41 Ouitscriy Rhrand exhaust evenings Star and element.shaft trends a d otter cold=*intakes and evheast apiteiriM 0 0 0 1 s Sime€Preens with Thermal EnaalcDotrbie Pane with 406 -- --- 0.330 (Imo tragi 10 0.*Witting mope be equipped elan not it 3s fligin a CIEOZ 1 0.4010A21381, damper Via a rr a mum wU < W Lcite-E,fir,$liGC 0.40,FBF 0. leakage rat cf4 cirti per r� lE 1.0 arm when 1 n accordance MICA gyp. r end vent. IJJ I- ix re Z 3 O Cowl:I e WWI,� 26 - 0.1ft 's d aas shall he tie if tieing as rr 'aliy divingl ima,!]sulking operation arid rto a&required try The ix Roof 1:Ado Roof atith Wood 278030..0 0.0 0.034 0. smoke o re Q N Leeman eptinsistattiahair tiewiwee KIM ase teem battler MA if naltatalKir xw 03 RAWL RAWk.Uta-,l ns;gree grist fried OM Y,end ore nor rade resp r6:rrtrnf . it Q 0 qk MCe In lire kneeing requiternerls, reference i$sh011110 in[i.`*'denotes trsat r»Cr r O in tSe Vetlfiert r piiik u 11. [sfd2.4.61 trading dolt•,,: i,..a i, ,::.Cargo riaora And lowing Axis doors ere equipped with weedier meals ti restrict irthitrailtel Vofien < I- Q I- . VOlid errs peeked Ira the doorway, .- 0 - FerieSiTatiOn Product�' exam it rata pie.;sags Cr/n sr,ue><:�r,aa,roam leoltf NA Irrc€�r O CC ' I' 1. pilatm t!tfattors et tenestratert manta a tarrtdows,*Oa and;skykgertsj are determined in accardanoc web WPC 100 ay an ilii i2.(602.4.7+[Recessed lighting i3 st„. b, anair+s in lie balding erermel erweinpa ere weld to limit ar learaga between Vii,Independent t lam.anti Jaded and certified by tra tnent ctttrer or are+shed Lolog the commercial stze cotoitimed and ancceidikoned epar ,.rel receased ketimeree are farated and Worded misting ASTM E 261 Al remeeed cat:wry'+fallse;a Wad vr'* 1.5 of the 2039 ASHRAE PiarKftioctr.Of Fa r'd ls„Table fio4 and'stili irocktde the kr ineirea ere seated wilh a gaticat cr elit between Ire noueng and interior veal or eking covering. DRAWING TIT Li- einem l l- eine s r?a pie.The teroperaty lel abed ter this•.I, , ,,,.1. products anuaas not be removed mar to le n. imam 0/108rearspepayettipt taNepia4Val UM te,kiMIler.14 s 04a.11 ftot wicoigie!, irCepticrur t� r u 13.[ 4.6+f tholes.Doom that conditioned a from tither with art ail D Fite-built s credit* at l a~; " r-dying'glazing >specie!roofings,sp s .gas*its, bra of the vestibule equesped, wrap tenor.Vales we designed so interior and exterior&ors to rust operate center-of-glass overall Ll-factor„ant center--cafes bravery type of atte buit Oasis used:These les that be sientitaneckesty. rnetirreined on the Oblate and made avaitableIn the!nape r- EVegekriS: W LU 0 Prbiect raw mls Jr. ilgeht exeston Report date 04,r17t11 Pmfact Title:Carr's Jr. Tom,Oaf Report tisate: NOM 1 Project Title Jr. road,rXecicn Report tea:X1'17111 Data fiierrpenwr � I. � Pacsrritiork14f176-nowt KVIIKEASgerd �. Page t 3 Cama Unarm:IW: L 10.5-Tar ICIPA4t3 rd OCE gfwYk -mac P 2 el 3 Date fierrta ,n a C: 'encs ar ld inw� .. k\1075-Tigard mg t# en° -x Pare 303 0 0 Q LU w E. z Z 2 Lu Lu 0 0 r N REVISIONS N Z A o A V) ct p w > p w o_ Q O STAMP o c`��' Ve cc Q? # 3474 NEIL Y. EE C--). w YTJ P <O" r EGpN U o OF 0Lu '� DATE: 4-20-2011 V) BLDG. SUBMITTAL l2 CO DATE: O Z o 0 cn BID DATE: CC w CKE NO.: Z ARCH. NO.: 1075 Ci O SCALE: AS SHOWN W A1 . 1 1 0)k . T M 2 2 Q c R N § g 2 i .2 i NC > C 6 C Loin 8 m W 17 CD4 m 1 NATE: � L r2 a) € o ALL DIMENSIONS ARE TO FACE OF STUDS OR POST UNLESS ' OTHERWISE NOTED Q . E - Q � N _ , �W grn w o C U Z LUQ I tx s N a' N N lit.,_O O CLIENT Q LJ LiN- LI- Q 69'-104" I- a) CC 0 36'-62" 1 44'Tom' 1' 1'-4 ' /—3'-94" / 6'-42" 3.-974' UJJ 0 J ti T l' UN— j ,' 21'-92" / ��N y ricV SIN 3 / 4'-64"._ / 1'4)2. Z >< Z 0? , .. \ J i4-- 2-4 y .I r ` FACE OF STUD J 2 Ym (!) � FACE OF STUD , ---4'-qt" l' = 34 � ` rIN Y 0_ i J I O v .,- --4''4 iz71.) 2x6 STUD WALL cD in 3-4' 1�. 2 /�- 1.-0" b�'ID Et7 PROJECT )- y �N 3..-1/ I 1, l, 2x6 STUD WALL— '. o �'-' • Z 111) ® z .. ., T-1 I 1 W ix I; (Ir r_ 2x4 STUD WALL r Ef w U w a w c ., 13'-34" 1 ! ' "' W o Q c� rn \ 0_ IX W I""' I.L — 2x6 STUD WALL C° 3" ® Y Ix O • 1 = M � — (3) 2x6 STUD �-3'-42'—�' U M Q �!e I I .. w - Z .41.-8"/ /1'-8"/ I I ,-v ED �—4 84" Nac f 1' 8"7' 1' in2x4 STUD WALL — '� O ~ 119 DRAWING TITLE 1 N y yr [ '2'-8"—/ M y lALIGN 'n I (5 4.-7-43"- -/ � I %[ oi v 1.. I ! Z Z • IN ' / 10.-14 I I v t ). `. '. EP EN a CC 31 = 2x4 SUFFIT WALL N SIN 11 LL ri t <n I1 —iv- N.- z, op - i 5'_62" i 3'-72. —iia—ripsI I�� I :1 -11'-i 0-4"..le- 1 CV REVISIONS N 2x4 STEEL STUD WALL e 1 .g l' 2x4 LOW STUD WALL 2'-11 1, ` Z %% 'IN �,. 6.-1-14" r4N 1 'T O Q .*....-1-:,.„....4..,,,... / 111" 'in 2'-1,2"—1 in of �` , 4 2x6 STUD WALL ‘( cc A `- is I . � 61 w `''cam 2x8 STUD WALL 1• > Q N - -,04.- c�� UJ f 5-8" tr 5'-92" tr 5'-8" / Eo U 0 w FACE OF STUD NI ,` J, gg N N 3 FACE OF STUD IMMEMMENEM y \ �~ STAMP E9 o . I- Ji 0 CC 4 ! 34714 4A 3'-82" 4'_O2" / 4'-14,._1 / . E t �i i7L NEIL Y / 11'-104" / r.. ,n • . . GON ;� • O 0 ,' 29'-112" / / 9'4" / j Z 9 ' OF 04 0 / 72'-94" r� IJJ DATE: 5-11-2011 CI a CO BLDG. V) V) SUBMITTAL OO DATE: O O w Li.) Z 2 0 0 CO BID DATE: CC LU CKE NO.: Z ARCH. NO.: 1075 0 SCALE: AS SHOWN M U SHEET 0 J0 L7_ IA2FRAMING PLAN SCALE: 2 r 1/4"=1'-0" C N 3 N '4 ci, 1) REFER TO "K" DRAWINGS FOR KITCHEN AND SEATING EQUIPMENT. 'CE v N E 8 =i Ankc 9 A_8 2) REFER TO STRUCTURAL DRAWINGS FOR ALL POSTS INDICATED IN 2 o a N 8 FRAMING WALLS AND FOR LOCATION OF ALL SHEAR PANELS. r: c 2/A-5 8'-4" 3) ALL EXTERIOR WALLS AND CEILING SPACES TO RECEIVE THERMAL W R INSULATION. INTERIOR WALLS AROUND RESTROOMS AND RESTROOM VEST. C 5 LINE OF SOFFIT ABOVE TO RECEIVE SOUND INSULATION. RE: SPEC.'S MI m 0 8Q'w o lir LINE OF AWNING ABOVE 4) FOR LOCATION OF FLOOR SINKS AND FLOOR DRAINS SEE SHEET P-3.2. c NOTE: (-5--- ;r A4 Q - 5) ALL FRAMING DIMENSIONS ARE TO ROUGH FRAMING, AND DQ NOT INCLUDE � � � REFER TO 3,12,15, _ ANY FINISH MATERIALS UNLESS OTHERWISE NOTED. SEE SHEET A-2.0 FOR FRAMING PLAN. }' 'y24/A- 11 FOR H/C t 7 la Ark DIMENSIONS !N 1 -Y fi) ALL EXTERIOR WALLS SHALL BE OF 2x6 STUDS. U lQ TOILET STALLSIIAt3v. 1:11- ALLINTERIOR WALLS SHALL BE OF2x4 STUDS UNLESS OTHERWISE NOTEDi. N Q\ \ F.O.S. r J ` L - OO I - L i O O I AO I 7) APPLY BORIC ACID QN TOP OF THE MUD SILL OR BOTTOM PLATE, r 1) �` ® ® ; PRIOR TO CLOSING ALL WALLS. cn o 8'-1" *M_ n F.E. 0 �,P I 1 7 8) PROVIDE BACKING FOR RESTROOM ACCESSORIES, DOOR STOPS, EXP. g ,r __ p) 4/A-12.1 Io 1 ll �_ I ` �_ 2A:1 OB:C �; ��` JOINTS, CABINETS, ETC. SEE SHEET A-3.1 FOR LOCATION OF PLYWOOD BACKING. LU o 0 �n....... ._;,10,.) 'r :.. . z a A10 U i II 1;;/A'-11 [ gs\ $`S\ 12 k10. "--,10� w Tn -� II0 tI ¢ �" '� 3'" 1J" �' MEN i B 9) INSTALL OCCUPANT LOAD SIGN PER 18/A-11 o CREW 2 O J U I 109 5'-O" 4'-6" 105 I 10) PROVIDE MASTIC OR APPROVED SEALANT UNDER ALL EXT. PLATES - 11 8 A-1 1•. ° 7M 11) XX REFER A-13 FOR INTERIOR FINISH SCHEDULE.O CLIENT I I TYP. 11 l-: N W.C. 19A 1 4'-8" • 33A 17 33A 23 (A10j........ ._ .:.�0 12} OX REFER A-13 FOR WINDOW SCHEDULE. Q i r rr. ¢ 7X�i VESTIBULE -4111 A c 104 y i 13) O REFER A-13 FOR DOOR SCHEDULE. I - A3 `r' _ �� ' REFER TO "K" DWG.'S Et co ---- $ -1" -- $ FOR SEATING, b_JLKH AL. 0 r- 19C/A-11 :I 1 I i SCULLERY WALLS &: 'TRASH STANDS O 110 3 -0 H/C SYMBOLS ON wds wf o NOTES 1 OFFICE 1B W.C. _ I ' E " RESTF,DOM DOORS NOT . G.C. TO INSTALL TILE N W r Z 107 3;A 12/D / A10 I • 4 -6 0 SEE DETAIL 20,A-1:5 BASE ON AL ITEMS AS l J / ` W.C- ' WOMEN '_.r- � 2 ► SHOWN ON;:DRAWINGS, CD J - I ,a I 1 $,S. 106 �� 0 - I '•� L I 1 1 ,O-, 7/A-11 I z Z 0�0 m c..., \ 1� T X N 1 11:. gs`O n 1T1rP• °' $`S`p, SIM. B 0 0 CV[ j7-4 © 5/A-12/A 1 I f r 12 2 CO!m CIS L_� J J-15/A-12 © DINING A-8 OM up FRP OVER 5/8" GYPSUM BOARD --1 I 1xe , .Fad III!. C} f C-. _i — .___. --r�--� 1�_ I n ,,, O , , 1 \1 »" I - 1 i '� ill I lt2J I I� SILICON SEAL EA. SIDE AFTER •� 0 in 1 I - 4 E-2 1 I 'n I TYP. -- • ` I INSTALLATION OF JAMB n I I ;Ni . __.____ H.5E. © © © F.E.J 11 A0 r REFER TO SHEET K-"i I PROJECT \- ] Q 0 ` Q A10 CLASS K. A10 a FOR FLOOR TILE PATTERN >-• 6 CLASS K. �. L. © `" o Q L ELECT. PANELS — — — — — MOPr` 20 GA. S.S. JAMB r , o N SEE "E" DWGS. RECESSI=D ANSUL PULLS SINK y_" . I I EXTEND TO TILE FLOOR iii ..1�'_$J ,� _ _ 0 Z - 3'-0" -411111 '? _ SHEET 171 O ` REQ' F' TO 11 ® �'-3" 4/A-12 r. IA,T 4x4 COLUMN, SEE STRUCTURAL. vi �; I 14/A-11 FDF' URDEF, .,uUN Ery 1 1 _ S.S. BASE ( . , " •-i* g-7 A 'clr3 FE - - REF tK I U "K" DWG.'S .i.1 1 L 9'-2" �1 - I -y Z Z A10 FOR EQUIPMENT I k w L- - - .- Q U O ai- - - - - - - \ (-- Zt SERVING S ORDER = y� - - - - z a0 Z v ,l 0 11 na C W U LaJ 0 �,, _ 103 I 101 I 2X4 FRAMING, 16" O.C. \, ,�, I- 1IX KITCHEN v, I I 1 c.l �, co Z rm •t ; cv 113 n � -STEEL STUD WALL a Q Y 1 AIR SPACE S.S. BASE �' I 1 . � 3 �,, , ,: f•� � � 10/A-11 , r• I � Q M I� m I 11 00 NOT INSTALL TILE IN THIS AREA: UNTIL'::: _� a M cn I I !",aTALLATION OF DRINK STATION CABINET {Q� Z I I c 26 33A wIktil T I- COOLER I __ - I ( l 3� 3j,�� k - ( 33A � BY KEC. ONCE INSTALLED, COVE BASE 114 I I 2>;� STEEL STUD WALL- ,1 Kw°/ �o "1 TOE KICK OF CABINET EXPOSED SIDES. �� I o� I_ - - - - -i- .� - - - F.E. ,�I -` - !xi- - -� 2A:10B:C 1 SCALE: =h \ l PARTIAL ISI HT v�A1 I 1/A-11 F A-9 KITCHEN WALL END CAP 2 DRAWING TITLE nP- `J I o NONE 6'-8" i I--.'S"" 2x8 STUD WALL AN O --- ---- --= -- -- + — I—_—_— -------= — F.E. """.;, 4- _I � I f CLASS K. "' _ "\ "*,`;"„``"`, L •10. . -,.- I ' ABV. co I Si 1. FREEZER _I *•...,, 1 I dO i A I I I LI I - --- — 18f-29-11 1 �, - i r 115 T r, X ./� ' T1'P. TYP. TYP. -1 r),..4 N c?&k.“ - KX >> ?`_, -)0{){ ' . �� 3 10 UNE OF CHAIR RAIL z - I I I 1 AIR SPACE-, •c+a wx�c 6-_;):: ‘,i, 13 10 'z , I J S.S. BASE ••we •••< •4,•••♦♦ °♦♦♦ •♦♦�♦ ♦♦• Alb Al A1(i� I 5/8" GYPSUM BOARD ON I I I I •VV' • *��SS r.:_,:.',.., ••�♦�♦ ' �( 1 _1 I ; I 1 I F•E• ♦�/► ♦♦♦♦♦ ♦♦♦ L I LJ -•♦• •♦•••• • S .-1_w 2X6 STUDS 0 16" Q.C. 0- I- I I CLASS K. ♦♦♦♦♦♦♦•♦ I I I 1,----1 �- .. - . ; - -- --� ;! CC Lil . I : : 61 J I Ci) I ail CD CD F - - - , 0 0 A10 ABV I •10.1 L..= .. 0 . .. ....... I. .. ._ l.L LTJL IJ--> , Q NO TILE BASE TILE BASE L _ — — - ' J F.O.F. UNDER ENTIRE FREEZER AREA _ TILE OVER in SELF LEVELING GYPCRETE 6" CHASE FOR SYRUP PIPE BUNDLE. PROVIDE DRAFT STOP MID SPAN. TYPICAL AT NO TILE BASE AT BACK OF FREEZER ,i . AND REFRIGERATOR. o 0 oI 14" X 14" OPENING UNDER BEVERAGE ALL POP-OUTS. E:), 4/A-5 I : u: - COUNTER FOR EXIT TO THE SOFT DRINKS - SYRUP PIPE BUNDLE . T' " FRAME 45 DEC. TRANSITION :rE N REVISIONS 7" i r " SOLID 11'-0" a• Z 3 o N ID CCA W L FLOOR PLAN I SCALE: " 7 CHAIR RAIL CORNER SCALE: " 3 a_ A 1/4 =1-0 3 =1 -0 STAMP }' INSET FROM 2x6 EXTERIOR WALL .' 3"-O" SQUARE / / 0 INT. FIN. OVER 5/e' CABINET, ALL SIDES 5/8" PLYWOOD SHEATHING " 5/8' WATER - RESISTANCE '-''i TO 4" ABOVE TILE LEVEL ' — COVE BASE TILE GYPSUM BOARD INSTALLAl1QN�PERYPSUM BOD. NSTALL MANUFACTURERS SPECIFICATIONS 7 Y 2X2 SCREWED AND I �� ~ N L E I PGLUED LYWOOD /‘ CEMENT BOARD ; — "QUARRY TILE" & COVE BASE FINISH WALL (SEE SCHEDULE) 1:1- 2x6 BACKING FINISH frp WITF1 J-MOLD ON TQ � � SENERSHIELD, SENERSHIELD-R :°: WITH CONCRETE CURB • • :: TOP OR QUARRY TILE • • r 'i ooN , OR SECONDARY MOISTUREtri EXTERIOR OF BUILDING r `A 2x4 SCREWED AND 5 PROTECTION BARRIER ` K.E.C. TO FURN. do G.C. 5/B' PERMABASE BACKING TYP. 9 !:t U �-COVE BASE TILETi) TO INSTALL S.S. 7" BAR FILLER BOX PROVIDED BY OWNER KITCHEN do RESTROOMS WALLS) `., z OF O GLUED TO r 1 SIDE & 5/5 SPLASHGUARD 12" ABOVE FLOOR LEVEL PLYWOOD m 1 SENERGY LAMINA: :~- & INSTALLED BY G.C. IN A "' q - SENERGY BASE COAT POCKET 0 66" TO CENTER A.F.F. ELECTRICAL CONDUIT SOUND INSULATION k; - SENERGY REINFORCING MESH - r Y 48'X48"X14" CURRENT •' .. , , 'r ,."< I 4 I PER SPECS. TRANSFORMER CABINETCD - SENERGY FINISH COAT :. • : • : ,a =- .: }. I -^ ) W DATE: 5-11-2011 ,* •._.:.. - Wit- ;,: CLR. SILICONE ALL SIDES "J' METAL TRIM 0 • I r ABOVE • . " :' : • SLOPE FOR POSITIVE DRAINAGE I Ij____- �_ -- _ _ END OF FRP F BLDG. iiiE CASING BEAD :... ._, .: .. -: : :.. '. 1 4" IN 24" TTP 5 , ---- - STUCCO FINISHThC) _.: �. '.: .• a T:.': • s 20 GA. GALVANIZED PLATE BETWEEN STUDY AND S +� • / 2 r I Q SUBMITTAL 0 . .'.•, I 12" HIGH 5/8" W.P. SENERGY CEMENT BOARD • '� •.' �� f DATE: .'.- ; - '- .. •4 :- :+ „ , PLYWOOD :r: , _ ,=, CEMENT BOARD. 8" UP AND 1" ON FLOOR.. STUCCO SYSTEM 1000 } 0 FLASHING :-;-- , - a+:i r. .. •. : ' • .:,,+. ; . - • •. " CLEAR SILICONE Z INTERIOR ELEC. F •- - ,` �: •. 24•x24'x10 MOP �� SEALANT <><> I 1 CD 3 BREAKER PANELS SINK SET IN MORTAR li FOUNDATION ' sLAT1CRfTE 9235 WATERPROOFING MEMBRANE, 8' _ as•-. . : : .. '.- t . .._4-:• 4BED. RE: SPECS. L ,. . — ; . : , a ' " , : e - I _ :. UP ON WALL AND 24 ON FLOOR, BETWEEN BID DATE: ' f•..•.•_. :..' ,�•: •:.• — ;.I , CEMENT BOARD AND TILE. METER ABOVE + CLR. SILICONE ALL SIDES I INSTALLATION PER MANUFACTURERS SPECIFICATIONS CE _� NOTE: _ , •' , CONCRETE PAD 's I ' +:�' ' 1/4" X 2" PERMAAASE BACKING r-• -•• I SLOPE FOR POSITIVE DRAINAGE SLOPE FOR POSITIVE DRAINAGE _ W CKE NO.: 4/E-2 TERMINATE SENERGY CEMENT -` ' •;- - 7;, / _` - � ARCH. NO.: 1075 .'. 1/4 IN 24" TYP. 1 4 IN 24' TYP. Z Ili BOARD STUCCO SYSTEM .. 1 , d J��t► -! 0 SCALE: AS SHOWN a ' SHEET MINIMUM 8" ABOVE GRADE. " :;.: U VL TILE OVER THIN SET MORTAR TILE OVER THIN SET MORTAR SEALANT - GE SILPRUF SCS 2000 r Z '� .- - : _ ::DRY PAD FOR SLOPE DRAINAGE DRY PAD FOR SLOPE DRAINAGE 0 LJ L SCALE: SCALE: SCALE: SCALE: SCALE: A3 . 0 CURRENT TRANSFORMER CABINET-DETAIL - " 8 CURB DETAIL 7 MOP SINK w 6i CO2 FILLER BOX 'j TILE BASE IN KITCHEN / RESTROOMS " 4 1/2- 1-0 N.T.S. 3 =1 -0 3"=1'-0" 3 =1 -0 FILE NAME: J V O 0 o _ — J — r _I I 1 . I m II I _ I — .. I I Z L —�k J I i �i N - - -I Z] I n ...] I A11111 ' ;I W i iln i 1(...-CNI —— I —Ji: -t rn• IIt rrt co ..y.I 71 3 J jj b O I z p * ;, I ry arrow ofa. -10 0 1 ✓ i? 10'-0" I, a-V/Z Z3 1 . k 4 o m i I r I III 1 I 1— — _ L «..------- —.r- 13 t- _ — - — — - x n — I N) n Neli In — _ D a .I N r� J ' =—__ -0 1 I -411a1111111.- lin1_ i / , _ ,.,-r, , 111 • _______ 0 I 11 L \ I. / / I N i �-p/z /i f/ 7PPP". � \ ,:/ HI t-11, 1 —I 4 L_ L____4_ Jjbbbli. i . •• _ I, f 1 1 r� L'2-V/2 I . IIT—y/� I ` ' �. I I I u' n I I I I m I I i 3.-1n- ..... is . . .... I— . r . ® W r .•I / r r 0 i rn ® 3/A-3.1 z r zi z n NqM .no�o I I I m Z � IR. L _1r g c �' K I J O § Fn C _- ® N co M 6z z j M r * � L. L L __I 0 D I I L J ii D o Ilar I 71 I'3 clleN KWKG CONVERSION BASED ON CKE PROTOTYPE VERSION 22-14 cn n 0 Cn v m a in o ' v n m o miID Sys • ifs D N N D D PLYWOOD o KwK�, INC z n Zo L E E KA Architecture and Planning - D �� , �, P.O. BOX 1012 n o -- 0> m r �� w BACKING ® CARL KARCHER ENTERPRISES. INC. 2006 ■ s, io Built I * (� � O O O � ;� 1'4 y m WILLSONVILLE, OR 97070 Creating Positive Impressions in the Environment RESTAURANT CONVERSION 503.644.4222 tel • Q vA� § ; �' `� PLAN 11433 SW PACIFIC HIGHWAY 503-682-8474 1402 SE CORA ST 6 fax succeed@leekai coc8om24emaa o GON , "y TIGARD, OREGON PORTLAND,OREGON 97202 www.leekainc.com web UNIT #:. cmCI, -Ti CY E V N' E Ciey c= c E 8 L e g C 1. ALL EXTERIOR NAILING SHALL BE GALVANIZED FINISH NAILS . W S S t {{ DRIVEN FLUSH WITH SURFACE ON ALL WOOD TRIM Sc SIDING WHERE OCCURS. Ci? 5 0 ca m D 2. ALL EXTERIOR TRIM SHALL BE AS CALLED OUT IN SPECIFICATIONS. g m N BUILDING SIGNAGE m -c 3. ADDRESS NUMBERS TO BE INSTALLED BY G.C. VLFREFER TO SIGNAGE SHEETS © • c ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET A-9 U c LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH N o A MINIMUM STROKE WIDTH OF 0.5 INCH. " in in CONTACT FIRE DEPARTMENT TO VERIFY LOCATION. V _ 0' ..4) 22'-6" 22'-6" 1- 7 o_ 4. RE: A-13 (EXTERIOR FINISH SCHEDULE) FOR ALL COLORS TOP OF TOWER P, ! I TOP OF TOWER0- Q •& FINISH MATERIALS. X _ 20'-2" w 0 N o .0 TOP OF DRIVE I, : : 1/ ' G • d o THROUGH PARAPET � c• O Ill a jAi 18 -6 ¢uate�. a . . I c`c W 5 IV TOP OF PAREPET . ' :. . .: ` -. In,� : TYP ( 5A ,A15.-0" IIV BOTTOM OF HIGHER SOFFIT • . CLIENT FACE OF STUCCOi Co : g is /fi� <// / ' / .. , . • • . Fi':?,F•,.a 'f, •''J, /IFF iF .%/ •'•'''::4'..::.':`:::U:'.,,f% ��f � fl,....n Ce • 0 GENERAL NOTES SCALE: ,109'_6" . ?ts F.el:fi4 ��• - CN Ili 3BQTTQM OF LOWER SOFFIT, I� : . .. 9'-0" -I 12" BAND (FACE OF STUCCO) 16 TOP OF WINDOW Q -J & AWNING. I I U N- > 0�0 :. �: 10. : Z Z ,� S � OaN i // ED r}) CO EXTERIOR 2x6 STUD WALL ---I , 5A z .2-035. -- ...� � �- 5A C7 W vJ '. Y • J .,_ _., .. , 5I6"EXTERIOR PLYWOOD SHEATHING I O J O J ?''''' '';r1- 3.- :, 'r[. "o. Y� '-,`,�. ..x-�.: ..�;.,C_ __ --c.:�� ':S w'h•-: .,Y•s•..i• L,«v .}"rte'__.i:r:'i•s s.;.+�.:.v,` }r +�+r..v_. y .,-,,-.-.,,,,N.,,,,,..4,...,..,.....,,, ryYi w ...,_r yr�::iN "••..,• : ffiti.tt�� .Z-$ -YA,'}:. .r.rl-fi..:,:!t •:G:C nit h iii r' >.. 01 SENERSHIELD,SENERSHIELD"Rv _ :+rte.. iv.; >y, Sf"?4,';'-';;;-4;7-7.-7:•;'--"S ;4.%> 114):$4,"4.0.,' �. s ih•r•1_ .+k•. �. rti• aa,� u:= �_.mli ....,..:,i-4,0,,z,...,.,..,,,,,.,.1-5-4.;.•,r41-., ..: _ .�. ';�:�„�s. �r : �.,�,�.,�. t :.�..1-_. w�::�'•�f.�,4 i.Y:.i.EG.•.a,�*,:•`.��, ti•`.�t ` .-c'•� ... ..-tK .._`n�. f� • iv .., .,.4•.�. '! Ll.� S Sf t�'S.-..r VA . m :1 x x' lc'jT,-c-�, •r ci:^.. 'r;�..S.•.�,�:�-'. ,.��ar.,...y. ..-a OR SECONDARY MOISTURE PROTECTION o-hi'-` r: '�.. .r .'.`C+; ,,5,_,, 1 am". �1ti :rig 'z.'t; 3"L I� Z > .;4.t _ 'i f r <<• ?t 4 L"A' llts, E ON -y4•f'4`�... =':. "`+,.�._.:� .,"•;.. i:'-,•;rr�'�,�.?�+< u:�; s;+A7 'c�z ..>� ;.3�� .i7;;:r).�.,r.t k_ sii. -: i�;.. �?., ti- .� �.-. . � '.t, .�� .--E� .u:l .r+'.'1:+'x.•.Y'{-.,w•.:n•y?. .s..;�.:3;� r....T.�-�.;. �'i �' i, ti-rw`'r` :•� 1.� _�� --:S� - BARRiER ��++ C .` .: s'. ..3.i-..�, `� t.,�.*�..�_�.. 'i.. .s. .�:•ses':. µ_. _ ..,>� x..hT .r: t r- 6A .A-'w =.: VA "?ice` 6Av -6A ':.wy. .:a.n;i'.•�•rZ:tia •.t-t �y»; 3�tSi r?: r_: rl1. .,tNIr,• ..rrk ..l 1;.71•k .; ,:ti;Ge ',x_;:.4= %.-.K.g x>!-I TZ- , v '�: �ti:: � ' :J:.:'�41.tr;,..�x.�•:y,. ;;%:'•rR.�:k..,.a.��t,y. .< ' ..:�.°- '4:�•� y^•-z-Z�'s:7c�b}•h...ltr;�';;•'; 6A �`��':;,.'.�.•-:-'`,_��'.;r�:i�.•r Yt iy?wv_�> J• �� / PROSECT :c`•�. i' �.yit �. v'�r-, air � �:; _v-,- - • .'- 4 xK w�;�>r �. .,.:-r• a .-:a ff: `1' �' s..: ti p ' ,r. «! .+,. •T:e•�r ,►ar=_��'. .rc..y,,;;"C•1. Y' �'.eln':'= • :7" ::s, t w�c '• r' .,-fa.{:i'' ti�Si�„s-'Sr•vr4- .�i;.en-4. n s1.-N,.,•,..r_�.- ` *,arty°'•'• a s:�,.., t--4�-::-L.rt•:.u+.... ..”-t..c� ri� ;< :" -s•'.. ` ww d' 'r w_!s.;�•P.,nehtndti� 1,-.,-,... ,- '_.�*C.- '��-.-;� it•k.'4�} �Y',A.1.JS..-.�_r.'fin';..*p^is�"s;.sX''ti'%�'`-r-�'�'..:>�::w.{e_,s r.., ..,'S tir '.1�':c:�sa.ri-x•s•..-� mss.,'.,Y•3yzr:nti;...:A.?c"-_�.ti:•�r,'S'a _ :s<. �rt.- :s�� x-. a: ^4. ,„ .� ` .;� cs =r- rr, rtti rw. rt .�", y , .r. wc.�' ••- +S, TRIM ACCESSORY �.-Q„ _ _s.a;r'!•:.._.:.,.:.•.'.t_��. .�....xar,.x.._ '1,... _.... •_ti..,..�!�., ,:-,'..r".i�:l. _..r�^F.,*.y,. �...�:... 4 ,s..,a�. ..s...v1.�c?r�•.. ��.._r..,...-i'!'l�i.rt`?rt?�i�:...`>.+,�t�.ks:-:x s_.a,r'�rv.•:*..>!i.' '�_..4-S.ir v:r'.::r,+'�: uzi a AN 7 TOP OF SLAB 0 c N 9:2). ® 10 11 Nil ? O10. -10 -10 -10 -101/7to,..... BUILDING ADDRESSC1.5±,....2 N wV CEMENT BOARD --- NOTE: SEE DETAILS FOR FINISHES SEE NOTE #3 13/A-4 a a OF ALL DOOR & WINDOW TRIM. ix z V O i - / F SENERGY LAMINA: '-�A w 0 Q L0 A -SENERGY BASE COAT �. ' - Z W -SENERGY REINFORCING MESH - W HCe -SENERGY FINISH COAT . _ ce V Z `$ Q ‘-- ' 1 * Ne p 0 NOTE W M REFER TO CEMENT-BOARD STUCCO 1000 TRIM < Q If) Q ACCESSORIES PRODUCT BULLETIN 1023352 FOR PROPER (J) Z TRIM ACCESSORY ATTACHMENT O ,r r- Z SENERGY CEMENT BOARD STUCCO SYSTEM 1000 I SCALE: SCALE: MOMMINOM CONTROL JOINT N.T.S 4 SOUTH ELEVATION 1�4„=1,_a" 1 DRAWING TITLE SEE A- 11 FOR LOCATION OF RESTROOM ACCESSORIES CE Z J I LI w Q w It- 7 \ / • \ W J Z I 0 Q FINISH -1y' 0-- 22'-6" 22.-6" TOP OF TOWER I I I I I TOP OF TOWER Cr - rI • ` ,� `� , - „ ', ` l € 0 WALL MOUNTED . .' r 5A 20'-2,. r 1 1 z' -4" LIGHT FIXTURE I I ,, I. 0' 0'-4" I TOP OF DRIVE UP TOW. CM REVISIONS 11'-4 o„ 18�-6r I: - ' ' N / _ 9 Y TOP OF PARAPET L. !, I �; I. , ) I Z f _ _ : - • - o cp x E E Ln cc Q • - ,A . . .r- 56 I 5A LLJ 0_ Q • 2 STAMP �'k:_ K..4_,.9.•=,,,,-.....: i. 4 r:' s-•. - -q��. i`-11 y.�� :.+h- .:y..y.-r.v.• t. 4 _ .:.:. .... . :..... i � I > n ,.... y ..: Sr.•r ,,,,,,r4...77 .3.- •:i.sl+•+''7' ?a.T. ..1+ T".,.`�;..�f 'ri'.::» -d•�cr?'� ..>S. T:•r.�. �' fibifl. .a, .�E - Y �/`�) 1.-\ t•; _ _ti= -•4". :e.. L _ .e .sw �' .. •�'r 'T.. :ii-1-•:-ti _•_.. - ,. "- -�`Y_ .i+,..c'`� V 9 6 �`SY 1:{.'4,Y• ..i-r+ 1�`'S' - S_ •-:h'1 y. .f •rh di '.t` -i:s w�:l" 1 `:. '-•e , :. � : .: � � �,: �ti - ti� _ - - ... - _. .. ��: • ,`„-- .. r_i.. _ _ :.:'-,5.'�.�:i;��er>�-�... .'sr::r.a. 'L�+.�'°._ �a�?�-4e° 4``,�:�:..wn'.-a1c�.� f ,(� ..-Yr. �1��':.:sM4 '?5�:•�ro ..,w .err :��` YBOTTOM OF LOWER SOFFIT, - 9.-0" `� t • 56 9 12" BAND (FACE OF STUCCO) • : {.. # 3474 :- TOP OF WINDOW & AWNING. :. .. ~ �Cn NEIL ,� 10. . 8 . it...--_1.... a.. 10 • EQ. 4 . .. . �: 1 w T�p0 /.- �N Q. f -10 - O „ A-14.1Ark LL „ I �- \ Z OP - „ 3)- 6 _4 6 L._ BA i f I .yy Q Jt . ,....:// , l..rti • ..:=v..-."-'r,',R�.. .•-•-•-•- .-s �..;i-:w ...r>-r `.J,.!+e S,.'r! �6'ie _ _._ tiV.l:n s-i._ ,Y: - ..::),7.,.'- w41--+'� •y+a- O \ 7,:i?,.,:-.9'..:Z.:-17... .•a.. - -- _ I �-. _ J <.. :•.a.�,Sl�,:,Nt.�',...�-... ..t..:�L. :.?� ,.ttti 1;.c- _�'w+;•• '-a •.•l._ ;a_:�;.,`i.� _ ;h vst. :r �. ...-..d•: y.r 'r: .r tiY>k"•`,.�:i'n;'si-:ti'!;:;�_ . ..slice' t4 yrs, >s -. 1^K <i x. ., • , -- :ra : -:•':?. <rY•,,,,,,,,,,,.....H....:4,,.,' ,..1. ,;: _v:i•r'� ;-%%.r''s'�:?inrt x•�•. i,z:G;r,:�...ro �.'.+er, r :'.�.?-;r +,,'i:nerrr'Y�� .;�: ."�;4- �.c -•,�`.. _i,;_ *` / I� I�/- • ♦ s L� r!---y>r� -yam ti :ar_-'::._.v_y .��rr• -�. 1.: •;•..._.vr •a,�.,. tom. ? i:: ,•"4• r'i. 1.S."-1....._ <r`_�i•-._.7...:„,,,,,;....,0,,,,,,....41.3,....,21..` �: r�.. - ,. r� t ,!7 ▪ c.•.+ Ir •ry...1.'.e AT•e.<._ �.G•.'�• '` ,:A- �, t..rj�;y. _ •.R;S- - ` �i ` -� _ � 'sic i ./'�' :•�`,�� ...i�i`.rt`.'`?�^:^�- :�s. `-�,S7 y2F�+:IµaM1S.F'.� ��. sn:i.•.h•is.x' a� .,c,�• ` wJ•, •� :-,t:� `i:�'`•�'+• Y _�.: �r ,-.sef y-:^t'. 1� _2` -!^.'� �+•• t +.5..`.. £'�'' moi:-7 •,w. .r:,-C••� 1 ,,1� .. - `s' .--r _ x.w x>+ r '' .r., u= ;�,' _' � .cr tx: sir ... _ys ,r_ r *;x � ❑ `.tM:S:•t`1'-..,-4,---,,,• e..i.`:.. 'p!� - � �.� • .� � ? a.h'�:•\�f•_�J.45.:• -'4,.1i�a Wl ``��_ JM1. �• 1 -©, -n,�> .r. � a-.._1 _rz�•��>•"`'4�t�i; =.:s: a.;•...fi. _1 •; k�" r: - s`. .i' :..`::'r I / \ O ti :' ✓ . cert ;ir 5, �r .>'a 'r':. .... � .- i e,.."-Z-.;<+-'+:: y }'f', e... a. i .: � • I / r - r+t� �_.. xl 5-2-201 1 ?: ▪,,ri. r 1 �M1 :.4 �. ,;.:. . may �:. a,:� Vfin+Yr , .%s.ti'�^:"- a`�.a?. S'. a.;l > �.' DATE' 4 .Fl`" 441' Sn4. .`�+.' 'x •r\i 1:may,;-. �•.^e.._.: co r C"1 i',' ....1.....1.,:.7.,,, a.r. rx'.'.+,y. .. M -.>, "r >.t, c�.:-:•'1;r � Y:'il'� - .+ t: �' ;:t• ::rN.�.,^• 'F;�c=" ....a T:+,�.K-...,. . _..n T.. `•s•��(\/-�/' ��SJ] T�J ti ?i'i4 y1r:-}!A". ,f,u _--di5-. .. : .h,•�'.fi �~Y1 :f '.4:5 rt1' `''-° 4-,---T'r%, �:lyr�:•:=dti :' .g... 1, L V 0w M : _ a i�:` y *. :`af• T. S Sok?Y,. r r h ?T . _t4 io 0'-O" _ r+�.:. 1�=ta �iti1i-r .+A-, ti'- s '. ' �i•�Sti.•%..iw_"L-Le.i:.=s=C:::�x •i._. J . �r-v`Y� +r? � -.. .r..w�_�..:.,'4:.v_titti ..'� ,,4- Cf^' 41 / 1/4 , TOP OF SLAB J I I ` Q SUBMITTAL 0 5 0 CLR I DATE: • �, I z 107 `4 er!•::. 4 10 TYP. 4Ask 13 -10 •-10 10.1 '-10 -10 Z FINISHcL J- 1 0 0 N U / BID DATE: CE L 1 \ / W CKE NO.: �! ` ARCH. NO.: 1075 ----/ I I M Q SCALE: AS SHOWN La m I I 0 SHEET Q Z _, YJ - SCALE: 4 . 0 MENS #1051 WOMENS #106 RESTROOMS 1/2„_11_od 5 NORTH ELEVATION 1/4"=r-0" 2 Q) C m L E 3 C Q) N CO 6 E NN s C `': c ,r. 0,,! E8 C ¢ a o 8 c LINE OF AWNING SOFFIT LIGHT LIGHTING FIXTURES _� - c6 o SPEAKERS BY OWNER G.C. RE: ELEVATIONS RE: ELEC. DRAWINGS . . y 13 TO COORDINATE INSTALLATION ]r LLI FLUOR. STRIP LIGHTING A-8 1. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSP. "0 ' 2 CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A C 3 SOFFIT , D . ELEC. DRAWINGS 5/B" GYP. BD. CEILING ON 2x6 CAPACITY OF 100 % OF THE LIGHTING FIXTURE WEIGHT ACTING IN ^v CC Ps CEILING JOISTS c' 16" O.C. SCHEDULED FINISH ILLUMINATED "EXIT" SIGNS- TVP. ANY DIRECTION No.12 GA. HANGERS SHALL BE ATTACHED TO THEN i' g i SEMI-GLOSS RE: 4/A-13 RE: ELEC. DRAWINGS GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 4-, _ - EQ. EQ. Ca `• c v VENT SCREEN 2. LIGHTING FIXTURE WEIGHING LESS THAN 56 LBS. SHALL HAVE, IN Q) ` o SPEAKERS BY OWNER G.C. TYPICAL AT EXTERIOR ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO No.12 GA. .(7) TO COORDINATE INSTALLATION '/ SOFFITS. RE: SPEC.'S HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE L N I I I PAINT TO MATCH (2) ROWS OF FLUORESCENT LIGHT FIXTURES ABOVE. THESE WIRES MAY BE SLACK. U EXTERIOR FINISH w/ COVERS, SEE SECTIONS. - a / C� 3. LIGHTING FIXTURES 56 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY Q N 6" RECESSED LIGHTS \ ti_ :1' I / i _ T FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. N F t 4. PENDANT-HUNG LIGHTING FTURES SHALL BE SUPPORTED DIRECTLYo ,I 2'-6"g LINE OF AWNING ALTERNATE SUPPORT WITHOUT USING THE CEILJNG SUSPENSION SYSTEM w o - _el I I II I FOR DIRECT SUPPORT. 0 z JA w .„. / [EXIT _ _ O O ? 1 0" Ua- ' ' ., acID \i? 1 Rte:S I f,00 1 EXHAUST ---� N I RE: MECH. DRAWIN3S .,•,\0/ 0 0 I 0 0 CLIENT CREW 2, 3„ 0- \ �� ti w : .::: . . . 109 , N O 10'-O" MEN _..... 3'-O"� C" - O ® --------------------------1 PENDANT LIGHTS 105 - 0 9 ca RE: ELEC. DRAWINGS LIGHT FIXTURE NOTES rz , I.I. I I VERIFY LAYOUT OF TABLES Q 0-J 1 I I ON K-7 FLOOR PLAN AND X 0 CENTER PENDANTS OVER TABLES W <<, 'I ?VEST I I N EIV,>gTERS- _X NOTES J SCULLERY iv 0 .N 2'-2" 104 I I WE: MI_.H. Div. S ti 110 0 0 X Q ,` \` • AND PANEL FRONTS SHALL BE SPRAY 0 I1, u„ ¢l 1. LOUVERS, PAINTED TO MATCH ADJACENT SURFACES, INCLUDING Z x z 00 FACTORY FINISHED ITEMS. NO BRUSH PAINTING OF �' 9'-0" / ''us WOMEN • -� LOAD OC !SICUPANT '}---D )F'ATIV THESE ITEMS WILL BE PERMITTED. 0 O ° - — 106 S_:RFFFi CO co / 2. ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH • I I \ 0 0 2.-2" , wG 0 O" _ _ �� ONE COAT OF SEALER AND FOLLOWED BY TWO COATS O J co 11 I (�` A-8 SEMI-GLOSS ENAMEL WITH STIPPLED FINISH. C I ( 2'-6" 4'-1" f, 2'-3" 3'-0" ( ) in RE: 5PEC5. OFFICE r. 9rYD" ,I 1O__O V - _ (2) ROWS OF FLUORESCENT LIGHT FIXTURES 3. FOR DETAILS NOT CALLED OUT ON REFLECTED CEILING 107ii .•••• _ w/ COVERS, SEE SECTIONS. PLAN, SEE INTERIOR ROOM ELEVATIONS. PROJECT Iisl 1 (lt€1 __ �� 4. REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS Q —— I --,--_ DECOF,AT;'VL ® = 2x4 ACOUST. -- ------ '� I I I e \ �iCREE_N OF ALL CEILING HEIGHTS. o 113 = N • 18 � TILE CEILING ON I I IXX 5. PROVIDE EXPANSION SCREEDS IN EXTERIOR SOFFIT AS SHOWN. Li Z 0 T-BAR SYST. - •`'' 0 SIM. 12 I I I.Q. EQ. irr) _I • ? O — A-6 /1I r7 • DINING 0 6. CEILING HEIGHTS SHOWN ARE FROM FINISHED CEILING vi to = A-6 I : �_ N ROOM SURFACE TO FINISH TILE FLOOR. w U ' 10 0 Iir 1••- . w l 1 1>< _ , plc:,-( f_ 102 7. LOCATE ALL LIGHTS AND CEILING REGISTERS SYMMETRICALLY Z �j I " °' o CENTERED OVER DOORS, WINDOWS OR BAYS OF CEILING %' a 0 0 FLY FAN I; I DESIGN AS INDICATED. w U Q 0 RE: MECH. DRAWINGS LJ /0,'\ I:w.` . -•--DECORATIVE d W SEE EQUIPMENT DET ILS LINE OF MENU SCREEN 8. REFER TO MECH. DRAWINGS FOR ALL REGISTERS AND DIFFUSERS. SHEET K-4 FOR DETAILED BOARD (N:I.(;.). 5L E 0 / Cm) 0 z ? oHOED LAYOJT : :Tc '[N _ +t: )CATIC N 9'-O" I ce a`� r,i iu� — _ �� o 9. REFER TO ELEC. DRAWINGS FOR ALL LIGHTING FIXTURES. Y N _• N. I SERVING o I I I ORDER p 1r 113 X0 1 10. REF. 4/A-13 FOR CEILING MATERIAL. „ 103 ] "' 101 -�~� aMQI- 12 ~-Q 0 I ,` SPEAKERS BY OWNER G.C. WI- 0 z - SIM. I �� TO COORDINATE INSTALLATION O r O SOFFIT VENT HOOD TYPE 3. LOCATION 1'-10" 4 �� ~ FLUOR. STRIP GENERAL NOTES DRAWING TITLE ' RF' MECH. DRAW NGS 1 4) r 8'-5" �, - LIGHTING UNDER AWNING COOLER I 'I ii. I RE: ELEC. DRAWINGS i 14 ) .� I ^' I I SOFFIT LIGHT 12 GA. VERTICAL HANGER WIRE `� I I I I I I RE: ELEC. DRAWINGS AT 4'-0" 0.C. EACH WAY (TVP.) `�,,, '� o m PRE-FAB COOLER/FREEZER - - -- <''' '''':' .." --/. X " I 3 TURNS MIN. IN CEILING, KEEP ATTIC SPACE wU LINE OF AWNING / 3" 2' 4" 2'-4" 2'-7" I r 1 PROVIDE RIGID VERTICAL TVP. CLEAR OVER COOLER & FREEZER - T `+, L .. - - , A-9 COMPRES510N STRUT AT 12'-0" O.C. ❑ :,. �� 1 \ 2 EACH WAY OF 3/4" E.M.T. CONDUIT. W r� N4.., .,... 5�HE LED FINISHVAP � r- - FIRST POINTS TO START WITHIN 455• f 1GP V ., Cr) - FREEZER ® C� RE: 4 A-13 -0" FROM EACH WALL. 5 / ��CrIk9s03 �� U Z Z , J , '�'I o I s I s 12 GA. 45 DEG. SPLAY WIRE �, �ER.�3 o sok' III J ..:..::: i 9'-0" I • 00 \ KD BRACING IN PLANE OF MAIN 4 �, 4 W4J Gt 4 lbs• J L u a_ �'i + , - — 1 O RUNNER. ALL WIRES ATTACHED �' �_ G��y 4 ` Li_ r , ,h I I i :�_ ICROSS RUNNER LU �J 1 • ® ®, � TO MAIN RUNNER. 4 DIRECTIONS 2 ` Sp AT 2'-D" O.C. �I �Ei DRIVE THFOUGH � II II \II � � C�Cf �' F, MAINCC RUNNER (HD)�� Z�C IA3 / C 2 -01:1-- --�- REFRIGERATION LINE �PWp EQ. EQ. 4'-2" i.,./ 4.-2" I ! TO ICE DISPENSER AT 4'-0' O.C. 2x2 SMOOTH AND 5/8" GYP. BD. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN THE WALL LIGHT, SEE ELEC. 18 I I SOFFITS 2'x ' ACO TI ON \ \ 2007 O.S.S.C., SECTION 803.9.1.1, ASTM C 635 & ASTM C 636 r DRAWINGS WASHABLE CEILING RE: SECTIONS 2 ACOUSTICTILEHVAC REGISTERS ASCE 7 02, CISCA, AND NWCB FTI 401 TILE. RE: SPEC.'S I I "T" BAR GRID. RE: SPEC.'S RE: MECH. DRAWINGS TO N REVISIONS I ALIGN GRID WITH TRUSS VERIFY ACTUAL LOCATION HANGERS SHALL BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH N J AS MUCH AS POSSIBLE. © 17 OF HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 3/8" BOLTS TO z Q FLY FAN A-g RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF RE: MECH. DRAWINGS THE HANGER. 0 Q OVER OPENABLE WINDOW NNDINING ROOM FLUOR. METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY-IN PANEL CEIUNGS SHALL (n LINE OF AWNING7 LIGHT FIXTURES. / BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODE. Q 2 © RE: ELEC. DRAWINGS CC A-9 VERTICAL WIRES TO START MAX. 8" FROM EDGES ON MAIN AND CROSS WIRES. VERTICAL UJ (2) ROWS OF FLOURESCENT LIGHT FIXTURES \0 STRUT TO BE MAX. 12" 0.C. > A w/ COVERS, SEE SECTIONS. ""'TM 111 SCA LE CL A REFLECTED CEILING PLAN3 1/4"=1'-0" 5 SUSPENDED CEILING DETAIL STAMP 3" OR 6" 0 2 X BLKG. AT TOP AND 0 SIMPSON A-35 ® 48" O.C. BICE) ON JURIS ACTION f 12" TRUSS BOTTOM CHORD LEVEL0 ,,�.��jj) I / MIN. MAX. RE: STRUCT. DRAWINGS �` "" • r – — —JL - '-' N CC ti� ► 3474 A 4/ ►-- (L iti NEIL r. \ \ 1.+. :71 1 I . _44...7\++ 1 2x4 ® 16" 0.C. BOTTOM TRUSS 1 HOOD SUSPENDED WITH METAL - INTERIOR FINISH Y • • '� SIMPSON H-2.5 RODS FROM STRUCTURE ABOVE 1 RE: INT. ELEVATIONS 7 1 1 0 �9 �ty o • Z OF p� �� SHEET METAL CLOSURE i. 1 FINISH CEILING - • }� I 2x6 STUD WALL 0 Cl 1' . •. . ,• _ - - - 1____ __J1 LLI DATE: 5-11-2011 • r____, 1 HR. RATED ACOUSTICAL �` I �, V BLDG. 1 \ \ 1 "x2" POPLAR ,i • CEILING & GRID LINE OF MENU BOARD Q pABE ITTAL O I I ISI- (N.I.C.) m 1 Q \ DUCT W/ 3M DUCT WRAP #15A S/S HEAD BY K.E.C. C Z © RE: MECH. DWG. SIM. DET. 3/K-6 Q 0 SOFFIT LIGHT (2} LAYERS OF 5/B" FINISH CEILINGEll RE: ELEC. DRAWINGS o TYPE "X" GYP. BD. (TVP.) r (n BID DATE: ORDER -. 4 SIDES OF SHAFT HOOD. RE: MECH. DWG.'S °OCC 3 , PAINTED GYPSUM BOARD Lz Q 101 cc, ¢ W CKE NO.: SERVING . 103 I Li-1 " 16" ARCH. NO.: 1075 cm v) 4'-7 3/4 •" / MAX el 0 SCALE: AS SHOWN L;; - S/S FLASHING BY KEC UNDER HOODS V SHEET z (OCCURS STUD WRYER ONLY) (D J SCALE: I SCALE: SCALE: A6 . O ORDER COUNTER SOFFIT 1 1/2"=1'-0" 7 SHAFT 6 HEAD 4 r`- 1 C N N 2 d 3 PROMOTIONAL TIE-DOWNS C T O 4 o 8 ROOF SYSTEM. SEE N 2 SECURE TO SOLID BLOCKING > o a '� PRE-FINISHED METAL CANOPY, PROVIDED 1 SPECIFICATIONS a _ W A-8 3c INSTALLED BY. 4'-O" / CDX SHEATHING T.O. TOWER CO m 1 ELEV. 22'-6" R-30 INSULATION ai NP PREFlNISHED METAL COPING, TYP. N TYP. -- --- _= Mk ak /1 ' II ,v.,L ', 1,i t t h.t l � it t ' ik * Vt riL IL xr i CO C T.Q. PARAPET A-10.1 4 TANKLESS WATER HEATER I I T.O. PARAPET °_ DIV. 18`-6" (x2) 4" INTAKE 4, 18'-6' 0 _J _� I il �. _ _lam _ _ _ - _ _ _ Sra — s E RD ORD O O O RD ORDI N 0 N �° O� O — —i i � O O ( o — Q a, o \v, I �_� ti \ `�'ti o w GR1CK5 "`�-''� y�o �yt�' 3'-0" CRI; �'° IJ.3 �' a CRACK .I kE? �. U Z E7 • ET Q� ,,,,,(.9. d g.6 2 / _ PROMOTIONAL TIE-DOWNS ■Ua /� RESTROOM SECU'2E TO SOLID BLOCKING rm. EXHAUST FAN �, � a 1W. MANUFACTURED ROOF TRUSS CLIENT Q 04" VTR I Alli » CEJ 1� 0 I (`` 3" VTR - ROOFING, SEE SPECIFICATIONS (3) 37'-7" ,' 16'-52" - TYP. ROOF CONSTRUCTION SCALE: 1 OC /' N.T.S. 0 AC-1 HVAC UNIT, SEE AC-2 HVAC UNIT, SEE / 5'-0» =:� W MECHANICAL DRAWINGS ( I MECHANICAL DRAWINGS MECH. SET-BACK ...I Ate' `, 0 r- > /St. cp A-7 \ 1 L1Y x �r, v \ 1 1 x 1 Mof A-7 / Q,2 Y STUCCO o/LATH dt PAPER Z X Z CPIYP. !'.a / \ . / \ HVAC UNIT m \ 1 1 / I L\. \\1 / \\ j \\1 i// \\1 ♦ ., O Q CMV AI _---moi /,r� — —__1 1L__—._i AMAtik y a VC/ v.i 2' VTR ° \ I f \ L i '1j 2 .�" --I CO _ _ , �, 18I-7" RIDGE LINE i _ii1- `�' 's J' ® A-7 ;'7 PLYWOOD ONLY AS REQUIRED O "'� O OGo fes, o TYP. BY STRUCTURAL DWG.'S a. > LC) N TYP. n L 1. t 1 TYP. BROILER HOOD NI o 0 6 ".' 24 GA. G.I. "Z' BAR. PROJECT T.O. PARAPET 2 EXHAUST FAN i m GAS STUB-UP BY A-7 m GAS STUB-UP BY i'y, c ATTACHED TO PARAPET WALL a- A-7 PLUMBER (TYP.) PLUMBER (TYP.) 1. WITH GALVANIZED NAILS `� 11' 11• 24 GA G.I. ' 0) N. = - Z" BAR ci ZC? lJ to Io z p = 29'-9" N.I V• k _ — _I O. TOWER ROOFING, SEE ROOF PLAN w cc e // ElEV. 22'-6" --� SPECIFICATIONS ' w U 21'-4" d > — i' � 4" FIBER CANT STRIP Z o O • 7- GRIDDLE HOOD MAKE-UP AIR UNIT -- 1- 0- EXHAUST FAN I TRUSS �w U W 12'-10" EF-3 -_' w 1- �' ��'�\ r ► 1 5 Z 0 I/ice'ill 6 llr t11 FRYER HOOD CIO KMD-850 KM-515M _ _ M m » \�\ tel ��` / EXHAUST FAN ® a+ fa wo M Q 1,_ C r LIS.TR. _ SLOPE to d' - MECHSSET-BACK r ° 1/2=1'-O" 1 .1<-7 Ce � D -.,�11 A-9 • \tom%!IJ (G,'•..\% 2' ELEC. OUTLET FOR �� .../1• ter � .-_:gl N SERVICING. RE: "E" DWGS. IIII1 _ I-,-= i a 1 a LL-_JJ*NNE LL=_JJ U 6 "'�' "��' _~ _I CANT STRIP @ WALL BASE 2 ' °' NV PLYWOOD CRICKET `-J I a0 = Y '- �r o� ,- » i 14-� DRAWING TITLE 3"=1'-0" , " �a CRAChrr 1, 3'-0" ,r I_ 2 6 I A' 3'-0" — d' �'Llis 7 � : WP t1 o !------N l cioe � _ 4 t.01,E,��cP ,, 2'-6'`/ ACKET � 'I I RD ORD I o RDS ORD —PRE-FINISHED BMETAL CANOPY, PROVIDED Y. z N,,, ........ ,... \ ,,..,. ),,,,, I • , k . . Q.._ 0 II ,s , _.,. Crl crs 1---- U21 T.O. PARAPET T.O. PARAPET T.O. PARAPET ZQ 13 galk LEV E . 18'-6' T.O. TOWER ELEV. 22'-6" ( _") ELEV. 22' 6LLA-10.1 W — — — — — . 22'-6' -2 O Q w au CI TYP. TYP. TYP. O PRE-FINISHED METAL CANOPY, PROVIDED A-9 & INSTALLED BY. CC GENERAL ROOF NOTES 1. FOR ADDITIONAL INFORMATION AND EXACT LOCATIONS OF ALL 7. ALL EXHAUST FANS AND AIR CONDITIONING EQUIPMENT DESIGNATIONS ARE TAKEN FROM AIR CONDITIONING EQUIPMENT PLATFORMS, PADS AND ROOF PENETRATIONS OR OPENINGS. RE: MECHANICAL DRAWINGS. MECH. DRAWINGS 8. ALL SHEET METAL COVERS ON EQUIPMENT PLATFORMS AND ALL COPING METAL, SHALL BE '.1- 2. FOR ALL STRUCTURAL FRAMING MEMBERS, SIZES, AND ADDITIONAL INFORMATION. RE: OF 24 GA. G.I. SHEET METAL WITH ALL SEAMS CAULKED INCLUDING CORNERS. ALL SHEET T" STMT. DRAWINGS METAL SHALL BE SHOP PRIMED USING (1) COAT OF "RUST-OLEUM' GALVINOL.EUM, 3203 I t 1 3 3. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS OF THE ROOFING SYSTEM, AND THE UNDER COAT CLEAR BLUE TINT. SEE SHEET METAL SPECIFICATIONS. N REVISIONS NU UNDERLAYMENT. 9. ROOF EQUIPMENT MUST NOT BE VISIBLE FROM STREET. CV Q 4. COORDINATE EXACT LOCATION OF DECK OPENINGS W/ EQUIPMENT MANUFACTURER - SEE 10. ALL VENT PIPES TO BE FLUSH WITH TOP OF PARAPET. MEP DRAWINGS. PROVIDE 2 - 2x8 BLOCKING AROUND OPENINGS. CONTRACTOR SHALL 11. PROVIDE (4) 1/2' EYE BOLTS AFTER COMPLETION OF PARAPET AS SHOWN (TYPICAL AT Z COORDINATE FRAME SIZE WTIH EQUIPMENT DETAILS. EYE BOLTS). 0 5. ANY PROJECTION THROUGH ROOF MUST HAVE A ROOF JACK AND COUNTER FLASHING HOT 12, COORDINATE ALL ROOF OPENINGS W/HVAC CONTRACTOR. PROVIDE CONTINUOUS SHIMS TO A MOPPED INTO ROOFING. THIS INCLUDES ALL CONDUITS, PIPES, STRUCTURAL ELEMENTS, PVC LEVEL. LINES, ETC. SURFACE APPLICATIONS OF ROOF JACKS WILL NOT BE PERMITTED. 13. MIN. ROOF SLOPE SHALL BE 1/4' PER 1'-0". /1 6. ALL EQUIPMENT PLATFORMS SHAD. BE BUILT LEVEL. ir L.1 LU ALTERNATE BID: SINGLE PLY PVC MEMBRANE ROOF PER SPECS. 0 > A «0t1+ LU SCALE: CI"" A ROOF PLAN 1/4"=1'-0" �' 3 .STAMP 1 O 3j4"x1 1/4" WIDE GASKETING RECTANGULAR 1� �1 FOR CURB FRAME AND ALL PENETRATION CC '�� # 3474 ,A DUCT SUPPORT SURFACES FACTORY CURB ...... , / 11 W , NEI LEE t LEVELED BY G.C. W 1f'MIN. 1/2" PER FT. SLOPE PIPE, DUCT, CONDUIT, OR VENT OREGONA/C UNIT BASE 3 8"x6" LONG SCREWS AT EACH N r 20" / 6"/4 20" -_ (u.O.N.) �,A + p�GORIER OF AjC UNIT. r..--- _i__, ��• F -I r -7T -I �' �' Z OF 0$ UNIT BASE RAILS \ \ / SHAPED 2x O 16" O.C. G.I. ROOF JACK HOTI I I MOP INTO BUILT-UP ROOFINGtwii , WOOD NAILER \ I I \ / I iM- // Ip L_,�' • \ X ROOFING ON 0 r. 1 COUNTER FLASHING oII I g:„� ,_ • , \ firi*..[I\NOOF1HGEET PLYWOOD DECK G.I. COUNTER W DATE: 5-11-2011 S`> -SS / \ I I / \ I m FLASHING. SEAL w/MASTIC (� j t Z ,...,,,,,,,./..” ✓/ 4x CANT STRIP \ / \ ti - oLoc. I ( I •- --BACK-CUT PLYWOOD 45 " SUBMITTAL 1 1/2"0x4" LAG SCREWS AT ,,_+._....———-� �-———-� AT THIS POINT oATE: -tiff � \ 24 O.C. EA. SIDE. INTO 4x4 L ' --ROOFING ON BLOCK BELOW; MIN. 2 PER SIDE -( -1�! f ,. , - PLYWOOD DECK 4x4 BLOCKING w/SIMPSON U447 I 3 - I HANGER EACH END TO TRUSSES L_ - 1 --_ BID DATE: A/C DUCTWORK TO FLASH 80 5j8" I.D. - -VI-- -111- - 1- "1t- - -- OVER CURB TOP L i CURB I . I LU CKE NO.: > ARCH. NO.: 1075 NOTE: PITCH CURBS TO NOTE: PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE SAME FASTENING PATTERN AS THE SLOPE OF ROOF FIELD MEMBRANE, MAX. 18-INCHES ON CENTER, AND NO LESS THAN ONE FASTENER PER SIDE 0 SCALE: AS SHOWN w SECTION VIEW ! PLAN VIEW AC 9 Z N.T.S. N.T.S. 1 �`"� SHEET L., 0 SCALE: SCALE: SCALE: I SCALE: A7O ROOF CURB DETAIL NONE 8 RECTANGULAR PENETRATION N.T.S. 7 CRICKET N.T.S. 6 ROOF JACK 3»=1'-O~ 5 a 1 a 1 p)#, .... T.)411 c C 0 N N co �r / a c E •C " •NV-N pEp 8 2- N tl t+C6 "`Y 00YQI LL Lf. i C 5 d tri W " N a a 0 - : N) V 2 - Q E N O a h 22'-6' ',4-..2 O TOP OF PARAPET TOWER V TOP OF PARAPET BEYOND FL y 44 Wo c o . W W co , a it J ■ v .-a • • It 1 13 .• - - • - O. \r- --. - - • • • - } . - CLIENT O I I - 2w 0 I I TOP OF DRIVE UP PARAPET TOWER - -:<: :: 41' - • 0 I J \ I PREF9NISHEO METAL PANED ( �- r- -� 13 (V .... j • It Al O. N""' w J �__.. _ . --.�,..--_r 18-6 18'-6" • ( 1,„...- �3 18-6 , :... :: ........... .„......,..,,,,. ........... .....-,.,......,....-.... .. ...........,..,....,,,..,,,,,,,,,...:,...,..,,,,,.,.,., ,,...,..,,,,...-.,........,.,,.,,...:.,...., ... Q TOP OF PARAPET BEYOND:; IA10. TOP OF PARAPET a? ";� r `>4. EXTERIOR FUNISH TOP OF PARAPET I ': - - - • ./ �..... RE SHEET A-13 I I I l.. Z X Z :-..,.........._______________________..--- . ' . I I I ' j I m a EX) REGUI ET I - •- I I PREFlNISHED METAL PANELS 0 J + PREFINISHED METAL PANELS : I �j LQ NOTE: _ (( EXTERIOR FINISH 1 FOR FRAMING DETAILS & NOTES EXTERIOR FINISH RE SHEET A-13 PROJECT REFER TO STRUCTURAL DWG'S. RE: SHEET A-13 - - r wy SEE STRUCTURAL NOTES. - - 'b I <a Q CANT. STRIP i f • NOTE: 1 FOR FRAMING DETAILS & NOTES ® o ROOFING -- FOR.FRAMING DETAILS &.NOTES I REFER TO STRUCTURAL DWG'5. N = RE SPECS. ,,:r''. • REFER TO STRUCTURAL DWG'S. 4x6 BLOCKING AT AWNING CONNECTIONS, TYP. � 0• Z C7 CIRCKET - - - : .: ' ,• 4x6 BLOCKING AT AWNING CONNECTItHNS, TYP... - PLACE SIMPSON A35 O EA. END. TOP & BOTTOM. z BLOCKING TO BE FULL PLACE SIMPSON AN O EA END, TOP & BOTTOM. ;i ROOFING = - - -' LENGTH OF AWNWG, SEE SEE STRUCTURAL NOTES. 1 \ SEE STRUCTURAL NOTES. RE: SPECS• . l" w En N ROOFING STRUCTURAL DWG.S RE SPE S. KET a CIRCKETC _ J `,, _ � ��3' p U O BLOCKING TO BE FULL - • 12` LENGTH OF AWNING• , SEE ` ` -- 12' W 0 CL W t LIGHTFIXTURES INSIDE AWNING NTNG, SEE 3" 12' STRUCTURAL DWG.$ `' -, 1/2 _ .- - s Z n= - STRUCTURAL DWG.S 2w (2) ROWS OF LENGTH OF AW F- .. ori 1 cm..), V / l �1 ce Q fJ ,► (2 ROWS OF LIGHT FIXTURES INSIDE AWNING orzi N "� ~ • STEEL TUBE SLEEVE WITH END CAP 2 ROWS OF UGHT FIXTURES INSIDE AtWING ,.... RE: ELEC. DRAWINGS L,_I .- Z R-38 INSULATION a R-38 INSULATION • :',::' 1 AND #10 WOOD SCREW INTO WALL RE: ELEC. DRAWINGS MANUFACTURED WOOD TRUSS `>.;::;� BY AWNING MANUFACTURER - r�RE: STRUCT. DRAWINGS � _ ; ' : R-38 INSULATION 1111 1 DRAWING TITLE STEEL TUBE SLEEVE WTTF! END CAP -1:14s.---- MANUFACTURED WOOD TRUSS MANUFACTURED WOOD TRUSS 17. 1. :"...,- § STEEL TUBE SLEEVE WITH END CAP `� RE: STRUCT. DRAWINGS-� AND #10 WOOD SCREW INTO WALL ' BY AWNING MANUFACTURER UFCACTURER 0 WALL BY AWNING MANUFACTURER - - STEEL ` RE: STRICT. DRAWINGS 11'-0" y... , _ 1BOTTOM OF TRUSSs------l'•:1''IL BOTTOM OF TRUSS ; . o . `- ` L �. o z_ i Z TOP OF STUCCO BAND -7,--i" r 5 FINISH CEILING -" 9.-6" ')) .' FINISH CEILING—� J c RE: 3/A-6 ( \ (-1.-5's 5 BOTTOM OF STUCCO BAND BOTTOM OF STUCCO BAND �) BOTTOM OF STUCCO BAND 15 / ` RE: 3/A-6 IL) , c I %= I A10.1 15 i I FlNISH CEILING o •10.1 i I a �W,J I A10.1 I ' I RE: VA-6 o : 8'-9' 8'-9' _rlCO .b � TOP OF DRIVE-THROUGH WINDOW' 4 TOP OF WINDOW ft.. TOP OF WINDOW4. \ ,�,,,,_ ......................._...,...... r___ � °+ .,� :� l 4x6 BLOCKING FOR AWNING �"""� S STUCCO SYSTEM, SEE FINISH / 4x6 BLOCKING FOR AWNING STUCCO SYSTEM, SEE FINISH ,y- A PLACE SIMPSON A35 O EA. END, TOP & BOTTOM. A10 SCHEDULE SCHEDULE SEE FINISH /r PLACE SIMPSON A35 O EA. END, TOP & BOTTOM. SCHEDULE /r SEE STRUCTURAL NOTES. HEADER PER STRUCTURAL / SEE STRUCTURAL NOTES. // 3 8 i--,� I 4 A10 • A10 T f 1 5/8' GYP. BOARD FROM TOP OF ` ,,.''' A10.1 C\I REVISIONS CURB TO 6' ABOVE CEILING, SEE Ir FINISH SCHEDULE FOR WALL /./. [ .00" - N . \ FINISH 5/8' GYP. BOARD FROM TOP OF • CURB TO 6' ABOVE CEILING, SEE A - •- FINISH SCHEDULE FOR WALL ANODIZED ALUMINUM WINDOW -- --- - ANODIZED ALUMINUM WINDOW ��` FINISH (n cc SYSTEM W/ 1' TEMPERED, SYSTEM WI 1' TEMPERED, INSULATED GLASS • INSULATED GLASS W DINING 19 • DINING 19 DINING L1.1 102 _1Q 6. .. 102 - 0102/ • r , i -w-..„ // 11 11 `� ,� 11 �, \ / ^.� O STAMP f \z/ .-'' -10 -10 _-.;�� /' 10 l� �ayf ~ � C't ' 3,_3i �.' • r ._3w O ti # 3474 311 ; BOTTOM OF DRIVE-THROUGH WINDOW 3,_3. % BOTTOM OF WINDOW 1 - / (� NEIL E \:NAI 1 BOTTOM OF WINDOW ■ f I 1 F (� /� /J/� 4 A10.1 •`'•/ =1-,`P•"IL,•,:".0:FGON 10.1. -' ::-: 10.1 ::::.,..:: 1-:-.::;:-: .5 2X6FRAMING �' O • 2 X 6 FRAMING 7 ? X 6 FRAMING ' 1 1 , A10.1 -�� - , /`1: ' A10.1 y��,` / a. �'' �F �� 0 SEE FINISH SCHEDULE FOR / ' ,.�,�.; \ %'`! ` SEE FINISH SCHEDULE FOR �-. FLOOR AND BASE FINISH / BOOR AND BASE FINISH '�r ,r SEE FINISH SCHEDULE FOR W DATE: 5-2-2011 ': / 1 Q `r, 10 `�. r \ FLOOR AND BASE FINISH (0 .,` / ___ww:,a/,` \ ■■�rMl: BLDG. I Y N ' A10.1 �. , ; �■■�.:L � �r A10.1 -�' r Q SUBMITTAL O I 03 SLAB a _ ,. y a DATE. AB _ _ ELEV. 0 O F— _ - - ELEV. C-0" ELEV. 0 0 a � ,.� TOP OF TOP SL �. 2 r TOP OF SLAB 0� .�' GRADE VARIES '' f 3 "4 a : O ' ` " '� GRADE VARIES ✓� • i �, CO ' BID DATE: Cc ■ 1 LII CKE NO.: Z ARCH. NO.: 1075 p SCALE: AS SHOWN Ili Q 0 SHEET A8 Z0 Wi SCALE - SCALE: SCALE: • Q WALL SECTION @ DRIVE UP 3/4»_1_O. 3 WALL SECTION 3l4,_1_ON 2 WALL SECTION 3/4~=1-0" 1 r 1 r f _ N CD m E "C C vN Y Eo 8 C0 CDN 0.- coV C'7(-j-- fl .0 In,ndm W N CZm in L �. C .3 v o_ E N A10.1 a) 22'-6" Q E. w 22'-6' TOP OF TOWER _- 0 \ o I -!\, 1 0 CA CA w TOP OF TOWER BEYONDI L'''' '' � o Es NQ. ►7 i f EXTERIOR FINISH "' CLIENT RE: SHEET A-13 0 ROOFINC 0 RE: SPECS. 0) Et - 12" 112- 0 10.1 - ' .....i.:::.,‘,.:;,.....:,,,,..---,... I! 1 Alnik PARAPET BEYOND METAL PANEL _ 18 6 PREFINISHED r 18'-6' 1^ O TOP OF PARAPET r > O O C\I • PREFINISHED METAL PANELS ).1 (;.: ;1>- ` ---� SELF- O J O — — — 4_,,,, .. CLOSING HA CH -- L(7 SIN, EXTERIOR FINISH RE SHEET A-13 • • PROJECT aikSLOPE .,,,. }- '.NI_ .' II FOR FRAMING DETAILS & NOTES Q NOTE: REFER TO STRUCTURAL DWG'S. o FOR FRAMING DETAILS dt NOTES ® 0 0 REFER TO STRUCTURAL DWG'S.� m � N = 15'-0 FOIL FACE R-38 CANT. STRIP d Z 0 ROOFING ) iv FACE STUCCO SOFFIT • INSULATION. RE SPECS. Allik ROOFING z _ RE SPECS. ► WALL STUDS ATTACH TO ROOF / RE SPECS. vi 1 ) CIRCKET 12- II ) PER STRUCTURAL /�.. CRICKET r'�'„ LI O \\3.1....,...............----�, *"'"`�tBLOCKING PER STRUCTURAL,..se# .1. r- °""'° W Z E=Z 12 112" Z T., O ;. : ,: - :.. ROWS OFFI R INSIDE a _ :: Y. .: .. :... ... : :. :. LIGHT XTU ES 5 E AWNING r Y 2 .� ? tn� aM R-38 INSUtATKItt Ce +' v t- M Q !- 2x6 WOOD STUDS 9 12" 0/C FACTORED WOOD TRUSS / /-MANUFACTURED WOOD TRUSS N U W/ R-19 KRAFT FACED / RE: STRICT. DRAWINGS Q II ,-1-- D Li � Z FIBERGLASS INSULATION TO / .___ 12" ABOVE ROOF DECKING STEEL TUBE SLEEVE WITH END CAP f AND X10 W001) SCREW INTO WALL :i "c DRAWING TITLE BY AWNING MANUFACTURER — - [:, .:1 1:' . 4113010-Oa , _ _ _____ : _____a. TTOM OF TRUSS . . � ' - I CD it I �i - "' FRP OVER PLYWOOD • - '' ff. ".__.._,.,.,_.,,.,,_:.........:...:...:.:::.....: " �+ d FINISH RE:CEIUNG ; 70PBOFTafINOBM6TUCCQ BAND • - o - I E SUSPENDED CEILING Q 4,.... " TOP OF WINDOW 1 cJ • - • .....• CO 80 \ S� _ `� A10.1 , r STUCCO SYSTEM, SEE FINISH A10.1 .. 5/8' GYP. BOARD FROM S'-9` TO 6" 4x6 BLOCKING FOR AWNING SCHEDULE _ ABOVE CEILING, SEE FINISH SCHEDULE FOR PLACE SIMPSON O EA. END, I r TOP & BOTTOM. SEE STRUCTURAL NOTES. ' WALL FlNISH, HEADER (3) 2"X12' W/X�"X11 f ---j‘ i • REVISIONS •- - FLITCH Q, SEE STRUCTURAL DWG.S ZN - - ANODIZED ALUMINUM ENTRY ' • SYSTEM W/ TRANSOM, 1" 0 Q - TEMPERED, INSULATED GLASS c• c� W • m > DINING oW • 102 0 a. L, m f- ANODIZED ALUMINUM ENTRY a - / SYSTEM DOOR W/ STAMP 1" r� • TEMPERED, INSULATED GLASS # 3474 zt) NEIL Y. if,* KITCHEN / FREEZER , „...3 • 113 115 - W t �� 2 X 6 FRAMING _ -r,-1 )- ea`•' ND, ��R:GON 7 • r' r.d . 0,) Z F '+ 14 r- SEE FINISH SCHEDULE FOR FLOOR O AT FREEZER: TILE OVER }" ' / A10.1 • SELF-LEVELING GYPCRETE ` - .• AND BASE FINISH Q ■ f 1 p +/" �+,� W DATE: 5-2-2011 ��` At0.1 _ w BLDG. u ,`N� 4 _ SUBMITTAL r 0' 0 • 1 TOP OF SLABATE. - -- ELEV. 0-0 ' C T� OF SLAB COm a Z 3 CD BID DATE: CC II I W CKE NO.: Z ARCH. NO.: 1075 • CI O SCALE: AS SHOWN M z W SHEET z 0 A9 . 0 J WALL SECTION 3/4 soul:x.-. ir_ WALL SECTION 3 SCALE: 1 ■ I i II C II Vii� a .0 O 4 N E 8 °Co i O C_ CO — •NCol 2'..T A C LaN 1..L. LU T1 rt+ i C -7 "FF ^W' CD N L C ; C cu 0 m 0 U L 3'-10' 15 Ca. Q ` o N n ( 10.1 22' 6" N a 5., -1:7-, .' I TOP OF TOWER _ o � I :..I...._. - � w J • 5 N ir 1 i; CLIENT Q EXTERIOR FINISH/In N.. RE: SHEET A-i 3 Q ROOFING C) RE: SPECS. Ct / / 1/2" _ " t2 T- d" PETER NISHED — A PARAPET BEYOND O J ~ METAL PANEL U > d" . - ZXZ00 °1 / O O N 11:/[117 ,�} 000U) � i a o --- '10.1 a. 1.0 24"x24" SELF- CLOSING HATCH ■ i • • PROJECT SLOPE o 0:( ii, FOR FRAMING DETAILS do NOTES `-1 L p c REFER TO STRUCTURAL DWG'S. �`""" `� = 4ai® BLOCKING AT AWNING CONNECTIONS, Ti?. z Z 2 CANT. STRIP—„ PLACE MPSON A35 O EA END, TOP do BO oM.Or , — FOIL FACE R_30 ROOFING—\ ilt ....i. ,-:. ...... Sy ,--- ., :•"; �.� vi w N = INSULATION. RE: SPECS. RE: SPECS. 9' B• • •FACE OF STUCCO er IT • .. w W U_ WALL STUDS ATTACH TO ROOF CRICKET - �U a PER STRUCTURAL � Z Z 12" --,1-1,-...- 1-11-.7-1-1 ►! BLOCKING TO BE FULL U VCL W1/Z' - _ LENGTH OF AWNING, SEE `+•a,3 W" " � -- STRUCTURAL OWG.5 x Z EXTERIOR FLUORESCENT UGITLa FIXTURE, SEE ELECTRICAL Q r SCHEDULE V ;> CC _ M tL' R-38 INSULATION } (2) ROWS OF UGHT FIXTURES INSIDE AWNING � W r Z RE: ELEC. DRAWINGS CI Ce r F— FLAT 4x6 X 3'-0" BLOCKING 16, If i DRAWING TITLE MANUFACTURED WOOD TRUSS N STEEL TUBE SLEEVE WITH END CAP RE: STRUCT. DRAWINGS I AND 110 WOOD SCREW INTO WALL BY AWNING MANUFACTURER 1,1 110"AIL $' BOTTOM OF TRUSS Y Jam_ io - z I� _ O ta: - (' 9'8" ( " ., I r- r BOTTOM OF STUCCO BAND Al, C) c SUSPENDED CEILING I I ., W ^' I ti I 8'-9• CO �. ,11 -",.04,.'"-" J 15 TOP OF WINDOW _ ti 10.1 ti 2 5/8" GYP. BOARD FROM 8'-9" TO 6" / 10.1 ABOVE CEILING, SEE FINISH SCHEDULE FOR . .. T i i WALL FINISH, HEADER (3) 2'X12' WNW "'q N REVISIONS FLITCH P, SEE STRUCTURAL DWG.S 4� N z' 11 ANODIZED ALUMINUM ENTRY SYSTEM W/ TRANSOM, 1" TEMPERED, INSULATED GLASS cc AW Q0 Lu • DINING 0 102 A i 1 ANODIZED ALUMINUM ENTRY STAMP SYSTEM DOOR W/ 1" TEMPERED, INSULATED GLASS �' ��U'- ARC 3'-0" r 11 0/ �, # 3474 ,,, Cr NEIL o- ` . d1t/ii .- W P• '• 'D, 1B?GmN >,,. OF 0 O SEE FINISH SCHEDULE FOR FLOOR 0. . . 0 f AND BASE FINISHLU DATE: 5-2-2011 CO / NT" „ �+ BLDG- / r .... Ala, SUBMITTAL OO 0'-0' DATE: Yt TOP OF SLAB 0 CO0 0 � BID DATE: CC t 1 ``U CKE NO.: Z ARCH. NO.: 1075 O SCALE: AS SHOWN 0 SHEET W CD W SCALE: A9 . 1 - J CZ WALL SECTION 3/4~=1-a” 1 r 1 . '.: Tal-ap.. wzkiNuuNsvius/iGIEttASSIEMPERED7UEL ALUMINUM VERIFY. "MNItisTRCADRIPZucTuRALSING:LASE:SGYSENERGYSENERGYPLALISSGIYV:8:wEuDoBCALAiR:i w' .SIAF‘yi lium4E64:FLRCNGC:......____iustill%.1LIEJLDwiNETiiMji.E.1:LreAssEAIANTlypww,rioe2x:/84Ick.AAus,Tytai.F.psuillA3cAuERN.TABosruT wos.ALL080.000ARDD , AMW .0 I iE 4.gli E 8 .- C 2 i F...; Pi•g :.. . cu . -.N.- .,. / :-..: I _._ •,- ,• .. . :. C u,til-'4 CO ,-'... .. .. ' ,-!..:'.11. . , ,, ,cAl-,.,''''.E': : . \ '. '- r FRP 0/ 5/8* GYPSUM BOARD & 0- ui 0- 2x6 STUDS ili .-- • ... .. - .. • . I , , , f , . ,•.-'•:: ' iA: -- 4 I , ..._ C li = fel 1.- . ' I HEADER - SEE , s: ,' - ., . SOUND INSULATION C'Q a3 8 „-r... STRUCTURAL •'• :i ' 'i ': --; '' to . L.ii DINING ROOM WALL FINISH( 10 ' 1. ,, ; ': .. 1 'IA PER SPECS. CD .,'' -c . - a INTERIOR FINISH ON 5/8* : I , .: 1-41. .1, I , . . -' :A •:.-_. ,.. ..:. ,• GYPSUM BOARD = 1 •c --. I 5/8- GYP. BOARD - SENERSHIELD, SENERSHIELD-R . RESTROOM ALCOVE WALL FINISH g ) SEE FINISH SCHEDULE ...„ -... - , , . 5/8- PERMABASE BACKING (TYP. 0 0 1 2 I - • ' OR SECONDARY MOISTURE PROTECTION .,. v • KITCHEN & RESTROONS WALLS) CD I o .;•• . . .:•••I BARRIER , -":,.-.:4• /I ,-... L.- ••• ... ,,, ,„ ..:., 1x1 28 ) 1x1 ., •..: - .. . .. , ,. I .. .. ...„.,.... . ,.. . .._ C4 """ . . L. e WIDE WALL FINISH. 29 ) PSI I ANODIZED E TEMPERED POST.,..,,.,,.„ I 64 ft 2x6 PRESSURE TREATED , „ o .-- — ..... . 6 — H.M. FRAME, RE SPECS : L CONTINUOUS 7 -4-.- , , -,,- . ------ ---.... 1 ?„,/,,,,,, *J* METAL TRIM AT END OF FRP 6 ic7;2 , . . LI_ , i to g d ...-- _., . -,.... .„,.... .. 1 .,/ '..,, „,./''. ' : I.....ge........„... CLEAR SILICONE W ItT1 o z 5/8* GYPSUM BOARD EACH SIDE ON 2x STUDS 0 16* 0.C. FUNNING w/ BACKER-ROD - / S) AS REQUIRED --,:;:;-`,- ' . . -• - •-•-''' - ''' . 4'4. 4 -4I i . I 2 CNI Ce G2 ' i 4 - . - . . . - .• ..,— —1 0 0 •s,..lo DOOR RE DOOR I = ULTERIOR WALL FINISH 25 :_.,...:- ...- 1 .. -,:. :-..'.' . .: 5/8 OFFSET FROM SILL PLATE TO CURB FACE : -!. ''• h".- *- . - ". ':....'' MASTIC BED, TYP. SCHEDULE SHEET A-13 I , . 11 1 TILE COVE BASE & FLOORING 0/ N-C) I 1 INTERIOR I 1 • - , • i . - - .., .,..•. THIN-SET MORTAR 0 '''•5 1/2 4• '' ''' .." •.. 1 •. ; : CLIENT I EXTERIOR I '\ SLOPE FOR POSITIVE DRAINAGE 11/4" IN 24* TYP. CY) '! 1 - Ce INTERIOR DOOR JAMB SCALE: 16 CHAIR RAIL SCALE: HEAD 3s=1-0s 0 HEAD SIMILAR 3w=1-0" 1 3"=1-0" 1 1 2 TILE OVER THIN SET MORTAR SEALANT - GE SILPRUF SCS 2000 DRY PAD FOR SLOPE DRAINAGE STUCCO SYSTEM. SEE FINISH CN 1±.11 SCHEDULE - LATICRETE 9235 WATERPROOFING MEMBRANE, 8* x-- -i 44* c.) r... CONTINUOUS CAULK x6 FRAMING. SEE CUEPLIONENTWEit AND AND D24TILON FLOOR. BETWEEN C.) x- > `1- JOINT SENERGY LAM: - OM BOARD INSTALLATION PER MANUFACTURERS SPECIFICATIONS ALIGN STORFRONT CO z X z WfTH EXTERIOR Y. i. - _ 1 4* X 2* PERMABASE BACKING SHEATHING---, .\ ...„, \ ". 2 STRUCTURAL --::SENERGYsDERGYSENERGY FwassiEs4R811FMING:T MESH -ORSaraDC:01111:4YSE=REEIVROTECTION BAAKBER SENERSHIELD, SDIERSHIELD-R, -r R.YAIOOD scow (9 co ) N SEINDIRASH 9 OR SENEWARAP 9 ur 0.c. : Y • --I 7 CASING BEAD— I EXTERIOR > --I co . . . , HEDU- SC LE BOND BREAKER TAPE A18) ;; i ;, r: ,, , 1 . , . - 0 .. . ., . .. „ . . . . . .. . . : • - • . • . „,_._,.. EXTERIOR WALL/TILE BASE Y a. > u, , \. :. EXTERIOR ,, ,, ,, . . . . . , , • - - . . . . , :. .. . • .. ., , . ,, ,-.i • .• , . . . SHEATHING W/ „ ,. . . . , .. .. . ; ,•'. ... .: ;:. ,.'; .' '. / PROJECT . . .. - - ANODIZED ALUMINUM / , .. . \ ''', \- MOISTURE BARRIER : - , . . . , . . ..;,.... .,;,.„. ,,,, ,.,..,... . .„ , .„.... .. --..., 5/8* GYPSUM BOARD ON 2x STOREFRONT 0/ 1* 1 , „,., i... __ , . , „. „,„. .,„.• ,,,,- , , STUDS . 16* 0.C. ›- TEMPERED INSULATED , •:. . ... „. ' • . .... ..... , .. / .1 GLASS . ' - " " - ..f..\- 2x6 FRAMING. SEE . . . . . ,, , .. . . . . „. .. ' e 8 ..... STRUCTURAL 7 MEM TRIM WALL COVERING ON .. .,. .., - '-- ,-, -• , ' / '''''. )i!' ), SYSTEM AT GYPSUM WARD WALLS GYPSUM BOARD z 0 - .. / SEE FINISH SCHEDULE , , ,. . , 7 TIMM . . - = ' •''. .. •.. ..•• . • ' ' 01AR el MOW . , , . V; (7) • • . . ... . . . . . . .. . 0 , Lai Ce 2x6 FRAMING. SEE ____F-L___ • 41s''''''`,---CONTINUOUS CAULK SEALANT M.P.) / . 7 --a-- CHAIR RAIL AND WALL FINISH , .:. :, w La 0 STRUCTURAL . ANT ABOVE AND BELOW TO WRAP tt, ET > I.L. ..7r. ANODIZED ALUMINUM 1-3/4• x 4'CAL MOW . I END OF WALL f '.„., - - STOREFRONT w/ 1* FRAME RE: SPEC.'S ,„, ,. . „ • • I- 0 0 CD --ALIGN STORFRONT W/ 1 INTERIOR I . . . . , ....4„,,, TEMPERED INSULATED "-=,. 'A I EXTERIOR SHEATHING „ V:44.---s m IL Li . GLASS La I- CC ** ,_... ,,'' ... ., -1- cm) 5 z ,z;:• ANODIZED ALUMINUM 5/Er GYP. BOARD - WINDOW SILL( 42 )SSII ....----- . . . -: I --I__ STOREFRONT 0/ 1* SEE FINISH SCHEDULE ....r---.C"--- ^ ' .1 I ____ INTERIOR FINISH OVER a Ix %.,f le • 4x4 STRUCTURAL POST 5/8* GYPSUM BOARD m d 4' 5/8* GYP. BOARD - TEMPERED INSULATED . . . -------- I EXTERIOR! - ' 0 VA Fel < .,.,Pr)cc SEE FINISH SCHEDULE GLASS 2x6 FRAMING. SEE .*;# < l ' , .gor F._ STRUCTURAL 1x2 POPLAR TRIM ( 28 J - u tn Nt ,..,"` - CHAIR RAIL BELOW ,...- Lii ,-, Z k` SCALE: I SCALE: SCALE: SCALE: 1 a 1 CORNER WINDOW JAMB 1 7 JAMB • 1 3 JAMB END WALL 5 TRIM 2 i 1/2-.1-0- i 1/2-.1_0- h 1/2-.1-0-1 9 3"=1-0" 3"=1-Ow DRAWING TITLE , I EXTERIOR I . . : -. ,. .. • .:.„...,..., . INSULATION AT DRYWALL *L.* MTh. (TYP) • • ; ,. „., . • . .. .. . .. . _ . ... _'',-• ....' - EXTERIOR WALLS EXT. FINISH PER I j ..------ ' LAV. SINK I INTERIOR I , ... :..„....,. . ,, . . . , . ..„....„...„,‘ .•,.:.. ELEVATIONS .,.,..„.....„, CONTINUOUS CAULK I ,. .. JOINT CI) STUCCO SYSTEM OVER BLDG. INSULATION I ._ :- ,-. „.......--' . . PAPER & SHEATHING J --'-. :,. . . . ,.,_,..:.,, 11:....ALUMIN5/Irt'iMS:REERKArTRALEQUIRED TO .- . .„..... :/ ". ..,..„....,,,,,..„......, „ _.... -w-t-C ----, 0 \ i •,. / - r , -- ',, .,/ \ i ,:- h , "1 ANODIZED ALUMINUM , h[fin IIIIIII V11/1111M . _. , .• . . .. ............;___ i --'..-.,,..,..:.:.:.::,.../' .... „. •- -7LU 0 STOREFRONT W/ 1* 2-2X6 ' nCKING FOR ALL TEMPERED ...-y w METAL TRIM AT GYPSUM . . , , \ ',' ':,' '. BOARD WALLS • „,, .iirt.- FIXTURES & ACCESSORIES. INSULATED GLASS--\ ._.., •,...., . . SECURED WITH SCREWS. / ' \ N_ . „ ,.. ''...,,' , ',..,; , , •....,,' , . ,-. 1. . , . . . . ; • . . . , : .• • • ' — -., - • .• , , _ : -:, ;• \ ,,.. i •, . wst. . . „, ., METAL FLASHING - DRIP EDGE .. • 1 -.: , , _ • / '- - - , • \ H.M. FRAME A, 1 Ik -------------------4”. . .., _.. i• C\I REVISIONS C\I •.. . . . .' Z A j 2x6 STUDS 0 ir 0.c. _ ... .....---- DOOR 0 A . . . , . ALUMINUM BREAK METAL CD S.ST. TOP FURNISHED BY K.E.C. INSTALLED cc A --.--2.--...-- EXTEND r EA. SIDE OF WINDOW LU OPENING. > - - I EXTERIOR 1 ..DRAWINGS INTERIOR I A „... . U.I CL A I SCALE: CALE: I SCALE: SCALE: LAVATORY BACKING 1 4 1 0 HEADER AT EXTERIOR DOOR 6 DRIVE-UP WINDOW JAMB II 1 3s=1-0s \,, -.4. —. SET Cry: 3s=1-Os 3s=1-0* 1 1/2s=1-0s 3 0 STAMP / - ,0J.1) ARC . 0 L41•, # 3474 • CC , .tli NEIL Y. EE , --. CUDING WINDOW .• • , , RE: SPEC.'S CL 4 DOOR. RE: DOOR '----- ' I.____• • /A./ LL1 . . SCHEDULE SHEET A-13 GLAZING. ' ' •i'• •:•:,..:•;i:•:;..;.••.„,„. Pv-TL-A ilk; C/ON = ,' RE: MOW 1 EXTERIOR I EXTERIOR BACK ODOR SEE DOOR SCHEDULE FOR DOOR : , • -CP- SECNEDULE AND JAMB SPECIFICATION ••• CS* APPLIED STOP - SKEET . . - • , S.ST. TOP FURNISHED BY 0 1:7>i, (S. ...: • • . . . A-13. 1-3/e x 4* ' K.E.C., INSTALLED BY G.C. .S) . . ... , :/// 11E1 ALUMINUM SILL SET IN / ..7'. . ''' ''' Z -c' OF ti'l . ,,, -,:.:;,- ''...'.'.....,•..-- CLEAR . MASTIC, RE: SPEC'S. SEALANT OW) / Al\ -2 LAYERS OF 5/8* . / .,. EXTERIOR PLYWOOD , . i ,.. CD NI 1 . . , '%''''"••.;.,,,,..L1 ; - .; ALUMINUM FRAME - / --`.1 .• .. 1,-0* 111 DATE: 5-2-2011 ...:....r.:. ..-. /' J? BACKER ROD , . Co . ,f :..• '. 131 7---..li /* .„,---,..:, a- BLDG. ' -4 < ro SU B M ITTAL N .. 16 GA SU. FLASHING '., . f f ,", . ' ' EXTERIOR' . BACKGROUND ENAMEL - - . H : : ,. • . .. . •- .: • , ,. • 47.- , CO DATE: ,. . FINISH FLOOR OVER CONC. . . WINDOW FRAME, TYP. ...,. . 1../ SLAB. RE: FINISH SCHEDULE " '-". .,_ • . ..,,...._ ....it - .-1C4 • -7.'•, 0 1-27E4 ) ,. .. .. .__________:----- cAREALHillo0.1:5AND ' •-..„,„,,,..--- .. , ...,. Z (1 :. -....._ .,.--- ., .- • . ,,.,.„,...„.._.11.11.... .'".:. ( 14* )' NOSING °_, ' . • .. • - - - '-,, , - .'...; ',.. WINDOW TM. -.. ,„..,.._,,, • •. \ ----...e. ...... SWEEP STRIP. RE SPEC.'S TRIM w/ EASED ;--, : . •-: ' =' C./) BID DATE: _.- EDGES. ..: ., -•I ,,,,. ,, . : : . .-.-- - , . .. .,..,. „. ... . ,,,.„._ ____ • CLEAR SIUCONE P'------1 INTERIOR FINISH ON 5/8* - ..,-. ,. .., -„„, . „, •••• . . , „. . ,,-,... ' .... . . STU= - '.::- . OARD ,,... ,„„ ,,'' ,,-,... . , ...„......: , .,. . . .1 ,... ,•• • .... .i ............./ I ... . . , .,..„.. ,:i. -..r TRIM CC 1111 11 I %` .., 3 1 THRESHOLD SET IN MASTIC SYSTEM LU CKE NO.: .. \ / RE: SPEC.'S I i ..11 ..i MOUNTEDJ BOXHORIZONTALLY ARCH. NO.: 1075 / -. 1 INSULATION. / ...CV OVER I* PLC. '" 0 - .,. ..„. . SCALE: AS SHOWN ' . 2 x 6 Stud ' - --- ..---- y ' - I ''. A------; ELEVATIONSExLRNPER .--------::::;.: .---'''''' ''''''''''''''''''''''''''''' .1...'" 0 SHEET . .. -:,- ..-'41-....-='...,- INSULATION . _; -- ......,'''''''' -I- L . ,. --:.--;..".--::.- --- 1 ' . ' 6- --- • 7 %. - " .. - *CC ..•-........."'' .' N 0 V.1 ' " •.• ' . • • . . -. . . . - Ld I SCALE: 1 A100 - -4 SCALE: 1 1 5 SCALE: 1 1 1 SCALE: 1 7 SILL KITCHEN DOOR JAMB SILL @ DR1VE-UP WINDOW 4 WINDOW FLASHING DETAIL 1 N.TS. 1 9 STORE FRONT THRESHOLD lica E I cii.‘ .... ctVe /-1/12 SLOPE MIN. REQUIRED /".°.. .00-*- "••••N I EXTERIOR I ALL JOINTS IN PARAPET C.AP Ai pr GLASS 4x POST WITH ALUMN. BREAK METAL at .0 •- - - k)1 . 2, — , › - SHALL. BE STANDING SEAIA / l'-1" / / ri ? c LO LI, 4)12 • \,........... , La" LU \ . „...... ,.,„ ALUM. WINDOW FRAME RE: al W/ CRIMPED OVERLAP I —_,... --- 1-11: : ..-4, ,,, ,,‘ --m: /--".----- ALUMINUM WINDOW FRAME 1:5 1 :2--.1 ..„....,.._ .r-1-1. ; —1..::_...r--- .----SPEC'S • C !! co5 8 ...,.......... ,\r„.,...... 'TERMINATION BAR , \'‘..\. ,, .• CO , ,g a) co . 24 GA. PARAPET CAP, SEE ..„. --- ------ — „ .„......---- FASTENED 0 6" 0/C I 1 •"I iw '%, I -. ...'?.:-. .,, , '''''-. 11. "T FINISH SCHEDULE \I . ,....7•••'7, ,.. :',. i„, '.. •,- '...i.;.-,----.E „-•,.,,:,:-,•'•••,:' L --------.-----SEALANT (TYP.) r.—'41 / .. \',.: '--,--,: .i.. ;:.::„..,,......-.,...,-.1.1.-- --"..-d.. ,..... ...,.„ ,.., ,,-.-..,... :".-:.'.'...•::::/ , : ./ .1,•:,.,,,23..i,..,., CUNCH STRIP "`•••-.., __,....., • • •• ' MOISTURE BARRIER , , , , STUCCO WRAP , , . , . . . . . ..., 450 111 cg — --.... — . . .. . . . • ` . . .6• . . .. , NOTE: CUNCH STRP . . . EXTERIOR GRADE . . . , _ •,_ ... ----- , „„- " - ---:•-„: r- r „„ .• , . . - ' ' , ... ./ SEE DETAIL 8/A-10.1 FOR \ .C.- :, g v 7, --,-- W......; SHEATHING (FIRE RESISTANT PVC. 0 . , . - • . . , . -,, . -„ _ TRANSOM HEAD I a CHAIR RAIL 1 : ..:.....------- ------;..., ,,,•/".,.: .../.,/....:„...../ .4.:-;;:://„:...,,.. ,,. . 2x6 FRAMING „.. • ' . • KITCHEN WHERE REVD.) ,-%.-"7: '- , . ....,.: - ' 2x2 BLOCKING to • ' ' " .' MFG. RECOMMENDED --' . ,...„..: -, a) • ....r.i_ _r*1- ' --- • . • -- :. -.,. cl) • .. . - . . . •• -: . GALVANIZED METAL LATH L/P FINISH OVER 5/8" . . , ' . . . . . , z L...„ -.... - . . _ . . . ..... • GYPSUM BOARD c? o V)1.1-11 • (0 .b... , . . ''' • ' ... , „. : ...._ SCRATCH COAT . F- , ROOFING, CONTINUED ' ' • • - -.. .„- • . • AS REVD H I o) g 6 . c d TO TOP OF PARAPET •.-. .. ' : , -- - : : • . . , .. , , ,,.. - MFG. RECOINAENDED (...)z ,,-, MORTAR - SEE MASH 8" COVE TILE BASE BY G.C. . N .., . . ,, .. . .,..,,, ..;,,::.--, . . . . . ......iaj 11 6-2 . .. SINEW F / w/APPROPRIATE TRIM PIECES .2 ,/,/ ./.'„, 'Id) . , . ., -::-... . . ' • . .. . WI EXTERIOR GRADE _.- --..• •• ., _ , STUCCO SYSTELL - SEE SLIDING GLASS WINDOW sr ....... IN MASTIC. RE: SPEC.'S SHEATHING ,„,i?„: ---:1 // . .:: . , : . .-,.. , .... . . .... .... . .. FINISH SCHEDULE _. -.. • W 1 MOISTURE \ eT,.:*.:-7:7;r'..... "''..'"- x - . , ' • • CLIENT BARRIER TO I/O _... .....f.., . . I r‘*'. •. . • PARAPET - 0 -::: CONTINUOUS FLASHING : N. AS REQUIRED . 4" 3• ---..... / ,, / CM I SCALE: SCALE: SCALE Ce 10 EXTERIOR FINISH DETAIL 7 HEAD @ DRIVE THREW WINDOW ...... 4 WALL ELEV. DETAIL 1 TYPICAL PARAPET COPING: SECTION DETAIL 3"=1-o" 1 3 TYPICAL FOOTING DETAIL N T S N T S 3 -1-0 ......________,:.:.. :i , , / 1.,i . :I, \,,.. .. ...I. DaER..: 3S..CALEi,....0:. loR1 .1 0 , . . , . . . , ,..„,...,..,...,,,,' HEADER - SEE ,,... -.„. ... STRUCTURAL „ „ „ . , . , _ : , .. , . CNI --I INSULATION *VARIABLE CURB HEIGHT EQUALS 6" CURB FACE PLUS A.C. 7" STANDARD . , . . . ... , GRADE -.I ‘1- . „„.. ' ..i'.y..:.,.. PAVING PLUS BASE THICKNESS, SEE GRADING PLAN i .. ,_ .... • -15- -';.''::::•"` EXT. FINISH OVER ......-- •. , .,---- :-., 5/8" GYP. BOARD - . „ . , .. SHEATHING AS — N. 0 N.- ••••, ,t- ... ••••. . (OTHER THAN 7" MAY / ______---(: ' , .,. SHEATHING WHERE OCCURS INCUR ADDITIONAL COSTS) . .., ...,. - . ., . . : •, .... • . •- SEE FINISH SCHEDULE --------,...: ' .- :•••'. : REQUIRED - ••••- ..•-•-..- . .• .. . .. '• ,,.;,„.. ....,. SEE Z X Z CO :\ .1.• ..-.:.: MASTIC ..,...._ -.. ...,„.„..,. . ,. •, , ... -- • „. 16/r PANEL ALUM '%, --.•- " 0 0 CI -,. ..,. - 1X1 . .... . . ... ... ,_ . .„ . 1 -6" i.- Vgax, V4-ur` rig al , . .. . , • 0 ca U) a) .,. -..N...\......f.....„. .,,,„--, ",..... • ,• .,,. .‘ , ., ,... .. ,..,... STRcUcCToUsysTERAL m ... CO ---- CONC. DRIVE-UP — AND LOCK WASHER ' ' ' • „L., • •• SEE FINISH • ---I 1 ® SECURITY DOOR 3 A n I . . , . . . . . . . , • SCHEDULE CONC. CURE FACES & TOPS HEAVY DUTY 1.-J TOP VIEW 3 = ''- 0* 2 . . ,• .r. .. :......,, v:', . .... :, N... . . . . ,' .. : —ALUM. EXTRUDED ± . , . , ,,, . • .... TO BE TROWELD SMOOTH TUBULAR RAILS = .,----fi - .. „ .' 441 . . , . ,, , . . , , . CONTINUOUS ii----- CONTINUOUS CAULK i. — JOINT _ Lc) - - =18 3/8*FOR HEAVY DUTY TUBULAR LADDER :'' ': •d . ----STUCCO SCREED ...,,„ 1 .,._ ,„;• ,, %IMF!= 24-FOR CAGE LADDER CAULK JOINT II- I • .1 . . " 4 ". \ ,.:::,7ai . . . , . • ANODIZED ALUMINUM CONT. SEALANT 2" MIN. .., „,7-1 I • , 11;-/1.-iii/1-ill'''''..."..''. .- , ; „ .., .„ , . ..: ' „, .., , . . . ....- - STOREFRONT W/ 1" PROJ ..... ECT. CD SLOPE RE: CML i ,...: , . . • . , , .„„../ - ._, - • TEMPERED INSULATED )- I + . ::::1 4:C '-.,';:. .... . <1 . -. I - FURRINING w/ BACKER-ROD - : MASS SO . . . - ' < . ., AS REQUIRED \-,_ 'A ca • . • -• s., ..._ 1 N.- . = . 4 ' •: ' i i a.a.4,_...,.,.,. mi i "t1 Pi / \ \ Z 0 .r....00 t). —zi ---. 7 k _ / .,_‘, . - <7. ' • ''\A 4 4 ,, . \._ . , .,-, / , m k\,.,,, u iz. (710 PIANO HINGE L AL14."EXTRUDED vr THICK ALUM] 1 z / N'. \'‘ .. '. • 1/2- RAD. SERRATED TREAD SECURITY DOOR ti CT?HOOK ALUM. —Ir. STAINLESS STEEL • INTERIOR FINISH ON 5/8" . - NI. : . ...., ,,i. . .. HASP ALUM. —mg- -, - , GYPSUM BOARD 1 INTERIOR 1 -----11—":1 I EXTERIOR 4 • TUBULAR ' 4 WIDTH + 3 1/2- CHAIR RAIL BELOW LK z 5. Li, -1 - • LADDER - , .. ....„d 8" BACKER ROD 4 I. 4 A - fk i . . . . / , ,„ gD EL.Lii . . CAULK .------ ---- .: i:- , - / APPUED STOP , L.. 1-3/4"x4" ALUM. Cu) ° 1/4*ALUM. PLATE - W < BUILDING FOUNDATION . YIELDED TO ALUM. ROD M. ---", . , WINDOW FRAME 07HOLIOLK WELDED i,- SEE. STRUCTURAL DWG.'S DOWELS SEE, STRUCTURAL DWG. NOTCH SECURITY , 41;:l 1:::',' , , m ci DOOR AT HASP . ITtAlleA"NIX ".:'1 ' s RE: SPEC.'S .. - FJ 1/2" EXPANSION JOINT . .• • - .•-• / „ / APPLIED STOP DOOR RE: DOOR ----------7.---• 41,) 41( I— PO < 1_ STAINLESS STEEL . - V: . 3/8..?ALUM 2 , • NAST " SCHEDULE SHEET, A-13 0 z SCALE: , atNi-HOOK WELDED -•.,, TO 1,4*THICK ALUM. -:"! '.""-- A .., . ,--/ ,../ DOOR. RE: DOOR , T La v..• 0 Ce ,..... 1.... D DRIVE-THRU CURE3 1 4 64.,,,,,T„D„Rwm____. (L.J...H . PLATE AT END i — , .•' , • ,, . , , . , . , SCHEDULE SHEET A-13 .•. , SCALE: SCALE: a I PAD LOCK 1/4*AUJIA. PLATE 5--- . , • .,, . , „ 8* BY OTHERS WELDED TO ALUM. ROD Li- DOOR JAMB EXTERIOR DOOR HEAD /TRANSOM 2 DRAWING TITLE C5 , , /....-, 3 =1-0" 3 =1-0" A DETAILr0. LI ft V) . . . . , :."in--;•••.. ;-:;:-:.;:,,',1,v ,-..- 1-..',.. --.V:W.-,'.,-:',..':'':-.---,:',--,:--: --.- : UNE OF : (f) Lti . . .• , ,, 2x6 STAGGERED HEAVY DUTY - TUBULAR RAILS i E r . .. . STUDS < CC 3/16" ALUM. STUCCO SYSTEM, SEE FINISH • > < ,..., .,• I2,j- w ALTERNATE I _ ,,,---" - -. , -. SCHEDULE L s 0--i BRACKET „ . . . - -,-:-,: SLOPE TRIM TO REPEL Y Y • .... WATER cn _...1 • . . ' SCALE: ,.• _ ...: ... ,.,, ,... SECURITY DOOR FOR LADDER SCALE: N T S 11 ROOF ACCESS LADDER N T S 8 < 1--- , w 0 FOAM TO BE ADHERED TO PLY li r„" „.' ,• ,-..,,, - - - ,- .•• ,--- ..-- - • •••• , -':::- .,, ..,.„...... --- FURRING WALL VATH MESH AND ADHESIVE PER MANUFACTURERS SPECIFICATION . . 1 ' 2-Vie HOLES MR ' L, ' /4'1 ANCHOR BELTS OW OTHERS) \ ._ • \ . . , -. ',.'-... :''' . R . ,..:,.....1..-.'......._:. . ........„ 0 3/111.ALAJMINUM i WALL BRACKETS AT 1M-Ir MC.MAX. FRAMING - 1--- 7, -,.._ 1 , • -,--k._ . r--1/2" PLY FURRING EFTS BAND SYSTEM, SEE EXTERIOR FINISH DETAIL -_-_4, 0 .........k- LADDER DETAILS 1/2 FLU.SCALE C\I REVISIONS B i a C\I \ . . ..... •. ./..., .. 0 "le . • :- '1/1) •,( :. xxiesx. KHALIL WA=142 AND FLAT WASHER ...„............. ............................ 77, ,iw,,,,,„„.,. .DiARENIvE_...r.1.7130ARup ARD EAABOVE ..:7_1r-L-==. ...7711222102.77._ --... 0 A .. B/0 STUCCO TRIM fk. STAINLESS ___-- ,,,,) ,---Emil vim ,,,1 , . ,, „, ..,.. .,• /.. /•,, ,-, ,- „ „ . „ . , ,•. A ELEV. 9'-I3" STEEL HASP ,., OPEN 1,-) 1 c./) ). '-i'..."1/4 SEE ELEVATIONS ... 7',.., „. \ .../-- • •• ,.., .„ ,,., .., - '-\ CC A .... ,...: .„,. ,,,,,.•1..,..-..,,:.,, „:,.:..„,, ,/.... ',,,.,..,,,..., ....•.,‘AVE OPEN ABOVE ------ W .„../ X ......... „.......... .........„ ......„„„....„. .. : — ......- (.1 ..:::: . • . . . .. . : 5/8" EXTERIOR GRADE 7111" • . : , .., ,. •. / ', • :t.::-':: > A . . „.•. 1 ..:..,„ ..-.i.2.1. - PLYWOOD OVER 2x6 EXTRUDED RUNS 6063-TS ,. . ' 47 ..„..' ./''',,,,.,-', ..'..... ., ..,,.....,, „ . . , , , • STAGGERED STUDS 3/8”? ALUM. RATED -2 EXTRUDED wt... ' UJ , . • a_ A BENT HOOK PLATE 00133-15 . : **(NI ,. ... , N-I EXTRUDED / a i SCALE: ALUMINUM ENAMEL . STUCCO TRIM DETAIL 3"=1-0" 15 / : ......--SAFETY P RAIL"63-15 to , =,-.77-7........... .,..,.,..,.,.. ........ ALUMINUM : • • • • ,, ' Likl‘ . • • • , . . . . .,, . . . . . . .. , , 0 STAMP 5/8" EXIERIOR GRADE CAP ' OPEN OPEN 2 1-- ,- )‘° APC 0 SHEATHING W/ MOISTURE 21 7/8* A3 AN- # 3474 „../...,\ BARRIER TO T/0 PARAPET STUCCO SYSTEM, SEE FINISH 18 3/8* ' CC /-•,_ c•4 SERRATED NEIL Y. E 7-j_ SCHEDULE -----. - GRAB BARS •• , , ••• :, .., Z4'''ST 4// 1.-•" • am '.'1' '' „:..?"...s...:1 1 1/4•"? ALUIC \ I ix) N. © i k.. '•„.' , ,,. ,,,, ..,,, .. .., /, ,„. FRP OVER r PLYWOOD, WITH 404:4:42e" . . ,.... :„ , 1 , . , . • • SERRATED RUNGS \ in cs: .. le" III ::: . , , . . r• • S.S. END CAPS, BOTH SIDES III r_P, . • CHAMFER TO REPEL WATER ....--- s.\ 2. P0• drt E \ (4) / ,: HEADER: 2-2X10 & r PLYWD. 0 v> . ...• .. ,.,,,,.:..... ,,,......„.....,...,. , L ,,,...\ ,: ',,,, ,,:, - FOAM TO BE ADHERED TO PLY 1 i I ".' r TOP OF PARAPET TL TOP OF 200 ,X. •1?) -S,>`.. -:::::';:•-•-lz. • -.."7.:' ...„........--- ' FURRING WALL Will MESH AND 1/8" THICK ALUM. --IP- t LI, I - MIN. RUNG 1 \ . / LE) 1L3 ' z OF 01 ''' ._.- , ------ \-, ---'::::: .•-•-• - •- \ ADHESIVE PER MANUFACTURERS SECURITY DOOR ` ' ./ / 0 ' .... ... I .-:. . '''--.,... - :• , .--, SPECIFICATION -......_.-..- : ....,,,,... .--' • , • 3/-ts• ALUM. 1. '-,,.,....'...........L..... : • % WALL BRACKET '---. - .' 0 a 1 2 du W DATE: 5-2-2011 •- • .,,„„.„. -I - f.: '.-.----1/2" PLY FURRING HEAVY DUTY 1 \ I I !i ifi': i k . . . •,....., ,.. .. , .., - \ -, , , . ., , -,, .., :, . . , . . . . . •40......'. .`,4,"'41.......'' 12.1 . ,•••• -. -„, , •,.„ .,,. •.„.. ,. „--... . . . . .....• ,.. -,. . • . . : ... . . ... . . BLDG. ,...., i .....„.......... • .„/ . TV. ALUMINUM .„,..,'"' . ..•' , . s=i- TUBULAR RAILS ffRRATED cn RUNGS 1 ve? < SUBMITTAL k.11 • ,,,,,, ... . .... . . . a.c. CO DATE: • ''''''':,-.:•:.--.••••:;',""......',.:11111.-',..'..,... -....,•••:.1..:.'''• :.. 51 1 e L- ® EFIS BAND SYSTEM, < g . . • SEE EXTERIOR FINISH DETAIL 8 . , . , ... , .: \ ... • •• . . . „ - 0 .. . , B.O. STUCCO BAND#1-0._ 7 . '. , .. •. . • . . ' .'.-:.„ .' - . .. .: , . : .-.---1/.--. • ••.• ••. ELEV. 9'-6" X 1 (fl BID DATE: SEE ELEVATIONS ,1 0 te . .. .... - , PAD LOCK . ..... . . ••---f 1" BY OTHERS a_ . - W CKE NO.: .. „.,. < ...,.. j -•:!••;‘'. SEE DETAIL , . . . , . . . . - > : . ,..\„...-----„ .,.. __.. , -.....•.:' ':-.7,- 3 ,- .4... ..4.. ARCH. NO.: 1075 5/8" EXTERIOR GRADE i , f ....47.7 Z PLYWOOD OVER 2x6 1 . .., - 4* X 1 3/8* X 3/16* \.•. SCALE: AS SHOWN . , : , .• . . . • , , . -„ .•.• - LI; 2x WOOD STUDS / STAGGERED STUDS LVARIES F FLOOR BRACKET 0 0 SHEET R-1E KRAFT FACED, < (..D z FIBERGLASS INSULATION - LLJ SCALE: SCALE: -- -J SCALE: SCALE: Al 0 . 1 E-- STUCCO TRIM DETAIL 1 6 SECURITY DOOR FOR LADDER 1 2 ROOF ACCESS LADDER 9 MENU BOARD PARTIAL WALL ELEVATION AND SECTION 3 N T S 3 =1-0" N T S 1/2"=1'-O" a i a i _ CZ g z TRIst -ij ' Al36 •S ? RI,(4? 6 E C c i'.1:4 g c 2 6'-0" max. all J, -- • - .=1 , > f:3 2 co cp - itCL, V u5 in In 1 'r Post Centers V 180° INDUSTRIAL C Ili S k HINGES, GALVANIZED (t1 i a3 CI r 1 11 \ / 3. et (MASTER HALCO#15607 OR EQUAL). .• 26'-0" ,• '; (1) L.... ca 6"CMU CORE .FILLEDIWALL,...IN GATES 4'-O"IN WIDTH OR LESS ARE TO " 24'-8" = ! c SEE A-A SECTION HAVE(2)HINGES. GATES GREATER -. 8 . . +.10 THAN 4'-0"ARE TO HAVE(3)HINGES. ,,i,6" 2T-8" 6" 1 -el A 6' HIGH 8" CMU g_)) ENCLOSURE , V-2" 7 L 6'-8" 4, 3'-8" it 6,-8i, 1-? < ., E " Approximate --....,„,„ io , . -,- F., Post (4? X/7/////7////7,/.///////7/ . -• v . r ••-• - v . le -. 6" CONC. CURB 'z i' a) Height io ''':?' • N / / V• • Iv : . v.. 'V • • / ......-• ;-- Co-Mingle e- 0 -0 OPAQUE MTL 90G ,--,-) Trash 08_ ,w Er) 4 4 /, . .- P •• : : i 4. .. SCREEN DOOR Recycling c'6 // i // . . • v. _ LLI 2 0 6 0. r49 // // / 4 ) DROP PIN HOLD 3 -. it. .. -6 • I 16. LEinj C•1 [e , 6"DIA. GALVANIZED STEEL PIPE GATE 0- En /7 ' / - •.i i, OPEN 04ekta 7,'o.N,„ /'1// POST,CONCRETE FILLED 0 , 0 1. ..0.... .;,s.,z, 0 _.7----. .0 E? \ CU ENT C) • N Ground Level ..• -i ‘ f'••• / / 7 / / / 1/4 r*.... ,..-------) (3) --tc? 7 / 7...°'" k•-•-_,,........_ V Ct 0 Z . -.‘--- co . 37/7 ,........ C\I W --I 10" ee iie_ 0 0 CI 0 C C I hole diameter • .....J i WALL ELEVATION SCALE: SCALE: SCALE: 1 1 INDUSTRIAL HINGE DETAIL 2 TRASH ENCLOSURE - PLAN 3/4"=1—0* 1 3 3-=1'—O" 1/8 =1—O" a I PROJECT to < o 0 0 01 r*I";14 d Z 6 I, -: CL w 1114411111 de ce w o • x D Ci ikj 1-- (*) cn •Tt ,,,-• - ,,n, La ,-, z ve.c.) ec ,F- D irkirXI GALVANIZED AND PAINTED ANGLE IRON. a- i PAINT COLOR BY PROJECT ARCHITECT. DRAWING TITLE 1\" GALVENIZED PAN DECK 2x2x1 GALVANIZED AND PAINTED ANGLE IRON. PAINT COLOR BY PROJECT ARCHITECT. LIJ ,t-- CC 2 D ,--- -, \ / \ / ------ V) (i) . < 0 .., 7.= #4 VERT REBAR @ “ , , ' . . Er -J -_ 2x8 Cap Rail 24" O.C. , - I r 1 .". 0 4. Z 1X2 Trim W .: .., N BOND BEAM 6X6 Horizontal Rail COURSE WITH 1/2" X 4 Vertical Boards (2)#4 HORIZONTAL -. . . I BARS 444" - 6X6 Vertical Posts @ 6'-0" O.C. max. It I c„,lil 1, _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ REVISIONS BOND BEAM to 7 C\I I COURSE WITH . .-?. 1 , to z A --- 6" - , (2) #4 HORIZONTAL , *I. Q -0 BARS Ci) -y- CONTINUOUS FOOTING WITH ILu ,: // (2) #4 REBAR UNDER - ,.i - W 1 WALLS : _____ a_ A / \ * / I 1 N I • \ \• : - ,::,.: -,,: ::, 1 I ..... STAMP ' - : ' 0 `: ,i-•,:', : ,,:.:, i 1 , a-- , ee n e, . : ZO 0 AOD ...... , i , ' '4 INDUSTRIAL DROP CC , : : - ., , , . , 0.- . 4? ZO 12" V._ RODS ,. •, :z.- .,..;:.:;_:.,,:„. .,:,,., _ , '1124" CONTINUOUS ,:',,:,, '::--,; ....:_;:,: :,' -: -eNi i:'?". LI • 0. 4 _ ,... . . ....._ Concrete footing diameter 10" and 30" to FOOTING WITH ' ,,,.::: :,_ :: ,.:: ' : -', - CONCRETE ,.37--.:,:7-: : '' :-.: ., ". 'er) ,A_, Ala 36" deep min. In accordance with local / (2) #4 REBAR UNDER FOOTING :<:,,-, .-....: :.-,-7 . :"•-:';' 0 7 conditions, codes, ans standard building WALLS Z IF practices. ,,. . , •,, ,.- ... .1.'N ....1,"'... ,..... ‘ 0 0 . I :, , . , , , • '• U..1 DATE: 5-11-2011 CO 2'-0" < SUBMITTAL 0 d e r co DATE: e 0 Z 0 ........ BID DATE: CC I- I U..1 CKE NO.: > Z ARCH. NO.: 1075 . - 0 SCALE: AS SHOWN Liii . 0 SHEET 40c 0 - LLU - Li..._ SCALE: SCALE: 5 I SCALE: Al 0n2 WALL SECTION 6 TRASH ENCLOSURE - A-A TRASH ENCLOSURE - ELEVATION 4 1/211=1—Os 3/4"—1-0" 3/4"=1—0" . it i _ - a I 1 co 0 ..E. ii,P1 fij - • C 0 cN co 2 i QUILTED S.S. BY KEC / .E. 1 § (..ii:&-Ti E I SHADES CLIPS TO BE SET FOR 2/111.... , FIELD VERIFY WINDOWS WIDTH - FIELD VERIFY WINDOW WIDTH - C i o 1*xi" TRIM all DROP BELOW TOP OF WINDOW SEAL FOR ROWNG SHADE SIZES GRAPHICS FOR ROWNG SHADE SIZE (13 .0 .5 Si 2.g 11 EXIT SIGN SUSPENDED— 1x2 TRIM SHALL FLASH WM-I BOTTOM OW.) 11 A 11.1 OF 5/8" GYPSUM BOARD WINDOW RETURN " Ell EXIT SIGN SUSPENDED 1"x2" TRIM 1"x2" TRIM v. v.:. .4., . FROM CEIUNG IBM lxl" TRIM 1x2 TRIM 9 6 I GRAPHICS (TYP.) 7 9 FROM CEIUNG Ell 1"x1" TRIM Ell Ell Ell / DOORS \ / .. ., . i. ' ,. .. . . . 1111 1"x2" TRIM 9 .. •;% \ C = i RE: SPEC.'S J I i co i co :: .H.... ..H' w1PN mit n :1 'Y t r . \ , / 1 I i i I , j s.onT . .. , 1 1 EXIT P ...1-!. CI 1x1 TRIM . • ' -,...,:\ ---e-r" -,',. i.r":".:1_,Jiml.,„ . -31--, " n- " '55 '' 3,.-' ..? iL,." :• .1.-.•• "7,3. " '::..,, j!:_,.....7L,_iii.,1„.z.,„rt,, Y3 ,---1;I;i 'Ll:' .c.f...:..l..:„..1...:, .' :, 1.;_ • . 3 - ,./ . „. „. . , ..„ / .., „„ „, ...„ .. . . • ----‘....›\.... - . . .. • . .. . , ..,. ., --„,,-.... .• ,-.,. rs....,r.-v,i,,-r“, 'i„l ...;;.a-„.,,'.- g,--.,,'-; .„,..i.g...-.,. ,-,,.....,...;•.•;.,..„,. ij' : r:-Y.''',... "'''''''..Z : s A-10 /,....//.. / ',.„..,/,„..• ., 7..... /...././... I -- ( io ) . . . . , . . , . . • 11 ----- 28 ',..'../.-/....::---C\-...../:/:,X.\...,>-::../.,.1'....:,..'..„,./ . ...,,......,„:, .„., .., 2 1 1- CL •-10 5-10 ' •• x 'rf 3'4 . , ;i. ;',. n' ;1 ..°2:::,... I 20 011 ......* < E '..::..., .. 2289 41:1wTRIM 17,1c), ..., v ....: .v.' !' a'...:„::.,".4 f.:: ,,,I \\ b 1 29 4” W -10 •-10 :: - •-., •,. • I ma 01 — 18 ---- „. ....; ,,. a) .. ...:......../.. '•.<:.•.,.,':,,,::•:.'..'..' ''.\\*I...x..,...............*:1 ' ' .' ' ''' ., .,... ,, ... .i.., ,:4, , ' ,•••••• •-......, • / , , •,,• , , r, .:: CD 0,LSI b I amemomm ... MX < ,: ...?. - , , . :41 \ . • : .... -0) Ei -10 -10 • 0 1 , .” , , n•• •-•,., a• s•••••re " n..'.7 il. 'T 4 , •• „ ., ; ,• - ,, -.•,, ..„..., , . .- - I', ,2L",, L.' :"'-'i Lv- ' 7;11.-;--1--r--, r'....; 7 ' -----:142(1:Y:.:>0<...:':-.1;:„,`..-- 1§). .....: 28 1x2 28 lx2 -..,, =4 ' • t V - " 'i In t • ...•••"--- ';/.1\'-:,-://::-/:::K1,1/1....:, i.._,_.j.i._.„ , - .. ., „ .-, .-...,-,.....-„, ,, .„ g Se • A 5 -7.----1- .i , :,L., ;; --i; ,. -,,..--„: .. , 4---,--i:.- ' ' L I.,.;tr. 3r'4,,.41!: I 1 25 W c/) ..---> 25 ) , 0 . :,, ,,,,i14F. , :. „ ,„ :, ,-1,,.. ,,..k.... f., .. 0 z .,---., , '?., g ,;;- ,. .. L.::-.4,--u----;:-. . I ....--- .. . .?... :. ?'...s _ 4 , . . g . I -i.--;'.---13:--7.--r-..--r, ..... ,,•.- "••••••.... IiiIiil ti• • 111 fi :,. :: _ : • . . ,,,,„, \._._.. C. —"'"1 I I I 1 -T-- —PANIC HARDWARE • 1 , 1 ••-•.1 ii 0 „,o 33A i I 26 j -PANIC HARDWARE Ell KM gel 24 DRINK STATION- • RE: SPEC.'S 1 NOTE: PROVIDE BRAILLERE: SSPIGENCiS •-10 RE: K-1 DWG. -• c. 5 AT EXIT DOOR. I \_.- CLIENT a NOTE: PROVIDE BRAILLE SIGN I --10 h*- AT EXIT DOOR. { 22 1 BRICK VENEER . SEE 14/A-11 )FULL WALL N- ........SW1M 0) I SCALE: SCALE: 1 SCA ELEVATION @ DINING ROOM - 17 ELEVATION @ DINING ROOM 1/4 -0" 9 1/4 ELEVATION g DINING ROOM 1 re 1/4-.1, 0" 1=1' "=1'LE:-0" 0 0.1 1-1-1 CI N. GRAPHICS (TYP.) . GRAPHICS (1YP.) — INSTALL SECURITY GRILL AT 0 t--- 5 v- QUILTED S.S. — -DIAGONAL MENU BOARD - PROVIDE BACKING BEHIND THE Z X z CO QUILTED S.S. BY KEC FINISHES TO — MENU BOARD EACH DRIVE-THRU WINDOW. G.C. TO INSTALL MAXIMUM WRAP JAMBUPPUED BY CKE. RE: SPEC.'S 6* -QUILTED SS. QUILTED S.S. FOR MENU _BO0ARD. all 1"x2" TRIM Ell OCCUPANCY SIGN; 9 . /-L- CATE ALL RECEPTICLE G.C. TO CONTACT CKE FORBY KEC 0 CO U) Cs3 RESTROOM SIGN BOXES ABOVE TRIM LINE. -FRP BY KEC PROVIDED BY OWNER—1 PARTS. r ADA COMPLIANT .,„.--f 11 , ( 20 )- / %.- . QUGILAsLTEDs S.S.. BY KEC RpKEBCy KEC- ,, . •' --v . "") ---.- I .1 t I 1 ,. \ r 1 1x2" . , .: -. f. .. 1 . . BY yQUILKTEEcl) S.BSFY. \ `... Ci ::-I ((';) N / . * . \ .. -1 11 .A4 \\\__,7 c::* :***'4.41,..)(i:..21:: :...*:)::::6:::)*C--:+.+6`.....+?S':: :::, -.:)*(,-:-A.:...+).C..+++?+...:..6.....L+6+15N+6+:)+(\:...": •. .7 OPEN TO I \ / ? ELECTRICAL SWITCHES .- • 1,P - ' - ---1 . . i STEEL STUD WALL 1 10 b . ... .- 1 -. I N ++,.. A,,&,........,•.....+....................4....,MENU BOARD+B. , ...,... III/ ( 20 TOWEL DISP. fp , o • ,...‘,....,. iwim.... .-..............+++++++ ++++,.++++,.., +.++,.... +++ ++...,.... . In PROJECT ,'--..,...,\_\/\/'...,.''.. AI POST WHITE PLEX 103 '' \ / \ to F\---1 lx1 ''k 20 . .. . SOAP DISP. #4,L4.4..• A)\/\ /\ "PIP V ›- SCREEN BY KEC I . . - . . . . „. . .-- . -. • ,. .. •7 ‘ ' ••• mo, 41, -_ „,,,. l-6 eh - ..--- •-1 rLi \ / , , , iti ..,± 1E31 b . . , ,. - HAND SINK ( 20 ) u:, < SERVING COUNTER BY WESTERN - b ' . '...........,'4. -, 4 / i/ b L- _I I ixi so . . . . . . . , . I '/4.-.7.---' /".....•"'",,. , MILLS AND FABRICATORS. ' OPEN TO29 / ID o TYP ---- 2 - ./ - /„/„„....".'•...1 F" COORDINATE WITH ELECTRICIAN . / VESTIBULE -2 / 29 -0,1 g / , . . . . , . , , .. . . .... - ( 3 -,.. A-6 ".."- -.- 1:1) ...L. ci z CD , 2-4- I 1 ' 414 , ,, , . . _ .., 28 —a, K-6 -.. FOR ELECTRICAL CHASES 104 UNE OF = "----... /?.:::<`." '1.„..,--'1 4" W leo Mt OPEN TO a) 9 --_,........ I I- Fr ...../ - 1` I ID • / \ 6 I In a 1 •,, . .. i rill FREEZER UNIT. I ta ct _ `-.------1-211 1-- KITCHEN ...<1...X„T\:.....X.....11:''.-..::,,,,..:•>1.,).c......:..„;/,,", ' -ct) v) s,...4 ' InI is/I cl.. lx2 I TYP. IIIMIIIIIII ."'''' 113 '.:IC) rr: > LT- \ / ..-.I . riiii iv; ..-- , . z _ z , \ / ( 25 ) I. s-,..- . - 26 0 ' .. .. 44•1 z < 0 I . - r 1 . . 11 1 111 1 III 1 i,1 IN I Nert+.6 ' • "cv , ‘*-•.:;' w , \ ,,. b• La l•- Ce -1— • • • 1 ‘1 . all ( 26 ) (33A) dlififillifiltilkfititatatattatitatta Eil ORDER COUNTER RE: 1/A-12 lin / DR WE-THRU WINDOW OPENING TILE BASE -. ' :-- NO TILE BASE -1111,„Nes ce < g" IS ON THE SIDE OPPOSITE 26 Ac (XVI • le / n ci rii) VP TILE TRANSMON TO START THE CASH REGISTERS. SEE WALL TILE BASE -10 TYP. 6" FROM FACE OF ORDER ITEM 68 ON SHEET K-1. TRANSMON • '''' < I.() CC 4.1*,) COUNTER. i. 0 tn NI .dr,- - • La 1-0 2 SCALE: I SCALE: 1 1 4 SCALE: I SCALE: a i ELEVATION @ DINING ROOM ORDER 1 8 ELEVATION @ SERVING AREA 1 1/4...r_o, ELEVATION @ SERVING AREA 1 0 ELEVATION @ SERVING AREA 2 1/4-.1.-0- 1/4-.1,_0- 1/4-.1._0- DRAWING TITLE , . \ \ ACCESSIBILITY NOTES: , / • -.( ( 9 )TYP. \ / , 9 )TYP. -MOUNT FLUSH VALVE ON SIDE OF TOILET WITH ROOM IDENTIFICATION \ / g1 SECTION THRU GRAB BAR LARGEST CLEAR AREA AND NO HIGHER THAN 44* A.F.F. \s SIGN ON STRIKE SIDE \ / -FORCE TO ACTIVATE FLUSH VALVE SHALL BE Cf) TIP. 1x1 IEI . \ OF DOOR RE: 20/A-11 \ / / ALL- - - NOTE: INSTALL PAPER TOWEL DISP. ADA SOAP DISPENCER — — (2) SINK - WALL MOUNTED NO GREATER THAN 5 LBS OF FORCE. CC Z 2a -2 --A-- — ID \ / OPEN TO 28 TYP. lx1 * 1 / ON WALL OPP. SINK. "WASH YOUR HANDS" . KOHLER -K2005 -FAUCET CONTROLS ARE OF THE TYPE THAT DO A 0 0 , DINING RM. ' SIGN. PROVIDED BY NOT REQUIRE TIGHT GRASPING, PINCHING. OR CC TfP. 1:2 28 \ -a) 102 .-4 28 )IYP. 1:2 / OWNER INSTALLED BY G.C. TWISTING OF THE WRIST OR HAVE AN OPENING Ill < In . , - 29 ) I_ ,..a / . - en - , FRAMELESS MIRROR . ( 30A )ONE COURSE OF' BULL NOSE TILE FORCE OF NOT GREATER THAN 5 POUNDS. (RE: SPEC.'S) Ell /,./ co 1 , /' \ / \ III BABY CHANGING STATION- ,, 54" MIN. ., / . .. USE CLIP FASTENERS FOR INSTALLATION \ Z Illi --- ...... , Lu 0 ( 25 ) w• / \ 29 ( 3°A )TUELLC(NI1U0rEETILE OF—•- / .• FISPNII RALSH ETCHED STAINLESS STERN.ELPRWOITvIHDE ..,... . . 1 . 9 )10 , TYP. all / A B / \ El i-1/4- /TO 1-1/2" •. .- PRIVACY SHIELD FOR ALL 1 TILE SEE DET. 4—7 ..I ( 30A i BNuELLCONUoRSsEETIOLEF , —, NOMINAL ENCLOSED STALLS i 02NE COURSE OF . . ( 20A)ONE COURSE OF / , ; 1 2M) x2 BLACK TILE / •\\ - ...I.H %ONE COURSE OF \ •. 2x2 13UkCK TILE i. / .//./ . A - ... . . - - i . — - - 13 COURSE OF ' , 20A , 2x2 BLACK TILE 2- , 24" )2" / , TOILET SEAT ' *I- . - TYR( 9 ) a_ , .if , ..-, , COVER 6" a_ ,- / , .4c -. (. 30 ) WALL TILE BACKING ak ( 30 ) 13 COURSE OF IR 1 ROOM IDENTIFICATION ( 30 )13 C OwUARLSL E T 101_FE 36" ,. TOILET PAPER - \ a< / ,. il • .-: \ •-10 WALL TILE c\ii 1 . Ei SIGN ON STRIKE SIDE -1/ MAX. /.--7-. DISPENSERS - L; r —I REVISIONS OF DOOR RE: 20/A-11 f .--* . 1 t ' \ . . firr2110 . sv . ‘ fr" I3ABY CHANGING STATION , -:.. \ • t E -, , g z A / 28 TYP. 1x2 I "a) 1 1 I ,,.; \i„! ,1/4,z ,8v...1..R. .., , 1 1 r) A 7 29 -— . - , ,-, ( 28 )TfP. 1x2 . . * I. \ ‘" ' '7-- • , ci) , 1 \ MI TOILET PAPER — GRAB BAR cc A 11A 118" EQ. ,1, EQ. 1 30 ' INSeljUHVroi* roVER .)ti A gra in \ * rn 1 29 EV DISPENSER El 3'-0" (REAR) A In / LLJ A-11 In 3.-6" (SIDE) A C \, El TYP* D ,, ( 13 TYP. TYP. TOE SPACE TYP. KNEE SPACE '-/CLR.,. > , • \ ., LLJ • EL A SCALE: SCALE: SCALE: SCALE: ELEVATION @ RESTROOM VESTIBULE 1 9 ELEVATION @ WOMEN'S TOILET 1 / 0 / 14 .i _0 I ELEVATION @ WOMEN'S TOILET 7 ELEVATION @ WOMEN'S TOILET 1 / . s „ 3 r I 14"=1'- " 1 4"=1'-0" 1/4'9=11-0" STAMP (2) SINK - WALL MOUNTED I- 4\.°D ARC' KOHLER -K2005 1 30 )13 COURSEWALi_ OFTILE — 0 'N.. # 3474 -•'. i''...:,-! - MIRROR- (40" TO EDGE OF Cr ... .T.„, NEIL 12/ _ ... . ... . . ,.. ... ...'''''.:. .. .. . -f.".:''''.''.:..;....:,...... - lq . ‘k a _I ( 74 ) 8" 01-6" BABY CHANGING STATION- A.D.A SOAP DISPENCER - "WASH YOUR HANDS" REFLECTIVE SURFACE) FRAMELESS MIRROR USE CLIP. FA.STENERS [30A)ONE2x2 COURSE BLACK OFTILE— a., UJ g: . Pli• ID, reA0k1 cs, rimsH - STAINLESS STEEL WM-I ,, FOR INSTALLATION 1 20A)ONE COURSE OF— 71;2- // SIGN. PROVIDED BY SPIRAL ETCHED PATTERN. PROVIDE 0 '17 ROOM IDENTIF1CATK)N WOMEN .-, 0 . OWNER INSTALLED BY C.C. PRIVACY SHIELD FOR ALL BULLNOSE TILE sal ON WALL AT STRIKE '4) OF 0 SIDE OF DOOR--, I -.15 I BACKGROUND MATENAL: NNEN: 1.-011 CIRCLE rhirl flCrip STALLS .... ...1-4 um. Z FINISH & COLOR: EGGSHELL OR MATTE FINISH. \ • e (30A •ONEBIJLLCONUORS2ETIOLFE CONTRASTING WITH WALL COLOR. MATERIL: 1/4-NICK ACRYUC. I. . . 0 DOOR SIGN 7 ( 9 ) 4:t. ,,, &Am BACKGROUND . \..- .0 SYMBOLS AND CHARACTERS: , r 11 r 11 / ,f , ot MARSH & COLOR: EGGSHELL OR MATTE FINISH. 0 , . CBOLAUCRIS<ETIOLEF \ .... . , ODNTRASTNG WITH BACKGROUND COLOR. ./ A\ I I I I 1 / , , LI] DATE: 5-2-2011 / / '-. II 1 o_ . i *" TOILET SEAT . 1 (r) BLDG. 0 1 ----Ma / PICTORIAL SYMBOL: HEIGHT: 6" MINIMUM INTERNATIONAL SYMBOL OF ACCESSIBILITY: HOW: 5" MINIMUM COLCR: WHITE FIGURE ON BLACK I3ACKGROUND. ROOM IMME: \ 11 \ MEN: EQUILATERAL TRIANGLE WITH 1*-0" SIDES . 0 I ID 'Tc ( 2o . "--- - , L _ J L —J ( 20 ) .., _72," 4,24" , . 3. _ , 1 ri' c., ". Iv : ..• ON ( 20A3 )0 :x1E32 CtiRSETIDE ! LL ' ritrTIg . ....m..„ , < a COVER _1111_1111 111LETSPENPSAPERESR 1 . -0, „ 1_ 4 r ,.......il '— ° BACKING - • < M Z SU BM ITTAL DATE: 0 DOOR b LETTER 'TYPE: SANS-SERIF, UPPERCASE, RAISED 1/32" maul ABOVE BACKGROUND SURFACE. I , , :7 0 0 ' In. /YTI It I p 1 ej * -- • '< / - - \ . IT '`P‘I 6.. :W F-% i ;7 I N. ,' 6 21 •, ,, , .0,_ , , _, , ..., 0 .. . c, z 1 Noz: HEIGHT 5/8" MINIMUM. 2" MAXIMUM. — ---Nivi12, IV I ce _. m In THIS ILLUSTRATES THE P,) 2 1 a i, BID DATE: CRFTEII5A FOR TOILET R0014 LETTER PROPORTIONS: NMI-TO-HEIGHT RATIO OF r-. 1 4 \?, 1 1....k,.2._,.t......, CE It I IDENTIFICATION SIGNS. BETWEEN 35 AND 1:1. AND STROKE %MOTH TO .. . '.\ I. I ' ..- \•• • __c_____ c.i • \ \ RE: SPECIFICATIONS FOR HEIGHT RATIO BETWEEN 1:5 AND 110. / I • LU CKE NO.: SPECIFIC SIGNAGE INFORMATION. UNISEX. 1.-0"0 CIRCLE CLR. 8"ji, - . \ CONTRACTED CAUFORNIA GRADE 2 BRAIU-E: (1/4"THICK) NTH EQUILATERAL ii..1....1.1.....1.1.1 (171-AN En INSULKE WASTE--I 30" , EQ. ,EQ. , Ell / > DOTS 1/10* ON CENTER IN EACH CELL. WIN 2/10" TRIANGLE (1/4"THICK) ., _.._ 111111 1111111 1111111111111111 & HOT WATER ..• • ..; Ell 1/' 18"„1, 11Aii . ARCH. NO.: 1075 SUPERIMPOSED ON THE CIRCLE • .,k-L-ly /, CLR.74 Z SPACE BETWEEN CELLS. DOTS RAISED 1/40" CLR. 1r , MINIMUM ABOVE BACKGROUND SURFACE rep. 26 IYP. KNEE SPACE ' 1 rep TYP. --/ . 0 SCALE: AS SHOWN LI; TOE SPACE • TILE TYPICAL < ROOM IDENTIFICATION SIGN DOOR SYMBOLS NOTE: INSTALL PAPER TOWEL DISP. ALL R.R. WALLS SHEET z ON WALL OPP. SINK. CD .. w -J la: SCALE: I SCALE: SCALE: I SCALE: SCALE: Al 1 . 0 SIGN IDENTIFICATION 20 ELEVATION @ TANKLESS WATER HEATER 1/4"=1.-0k, 1 6 ELEVATION @ MEN'S TOILET 1 1 1 2 ELEVATION @ MEN'S TOILET 8 ELEVATION @ MEN'S TOILET a 1 co¢ E 3 04 co . — WALL MOUNTED MOP RACK '- o i N t o E 8 BY C.K.E., INSTALLED BY G.C. - 2 :_ PROVIDE BACKING F.R.P. OVER 5/8" WATER RESISTANT (151 .5 Q o „ --PAPER TOWEL DISP. Ec i `c L. .s GYP. BD. --HAND SINK I 3'-2' HIGH WALL C ' 'S t SEE 10/A11 FOR DISP. + = / SERVING COUNTER BY WESTERN MILLS — C0 8 FSOAP HOOD DRIVE-THRU WINDOW 36" COUNTER— AND FABRICATORS. a� INFORMATION. COORDINATE WITH ELECTRICIAN FOR s N • a w:.:: DEPOT SAFE— ELECTRICAL CHASES : I\ I f S.S. DRINK COUNTER _1 N o / 24 t 24 .-1 9 ..R 24 v . 1 r / ( t -. / SIM. ,. U -1 28 lo � OPEN TO _ oo ^ a o V r 0 4 Q I F.E. SCULLERY F.E. ? 29 / i o 26 h > N l+ J r -o. a, 110 1 ?-4,- cu ,:»..:. — ... i ( 28 ) k v� o o - 33A L o (� I LJ _ q ' N N E S L W I :. ;�.... 13 0 : • lo •�, PULLS W �' r wily48 gl — SEE 14/A-11 (2, o re `I I r t - y i 'I r r I r r r r r I r r r r r r r r r I r I r tl 1 r r r ,l r r r r r r r r r r r I r r r r r r r r r, ILII I . . I_ 1.1 -'� : .:..r...l....:...... .. ..... _... AM J Ink O ...-.........._..._. .� ■ V a r r r 174V \ 26 .>., ^ I f f CLIENT 0 > 6' CHASE FOR SYRUP PIPE BUNDLE. 0 A4 : -3 MOP" SINK 14" X 14" OPENING UNDER BEVERAGE � �— „ N. � SEE P DWG.'S COUNTER FOR EXIT TO THE SOFT . 0) PROVIDE S.S. SPLASH GUARD DRINKS SYRUP PIPE BUNDLE W ON ADJACENT WALLS. I f,,, ., O KITCHEN sCALE: ORDER COUNTER (PLAN VIEW) %--1/a"=1'- scaLE: W N.T.S. N J d' QUILTED S.S. BY KEC G.C. TO INSTALL MAXIMUM Z 0 0 CN f ft CO o OCCUPANCY SIGN; Y °° ^I 11 1 x2 TRIM 3 PROVIDED BY OWNER Y _' BREAKER PANELS LC) ■ 1 SEE FRAMING PLAN FOR • PROJECT VERTICAL DIMENSION . I 1 1 III. ^ 1 / • . -,..--- ' . •-•..--.., , -s. , .. i.i': -,,.- .,.. •• ,...: N LINE OF DRINK z �? OPEN TO STATION BY K.E.C. r---�- v, wW SERVING c2:6) L_- ---J >ce UTYP.IFRAME A 15 z 5 z ,........,...,.'., .,,..-.-.,..,„.-,-,'„,............ .,1,... i D W LL POLISHED S.S o 5 r :'I': ., ..:.., = 103 ' W 8 <0 OPENING POST WHITE FLEX W Ice - \- SCREEN BY KEC Q N� / / Y p p y M o .` SERVING COUNTER BY WESTERN — 10 3 . ' '' � a ti I „`I MILLS AND FABRICATORS. / d- o ® �� `� `�' rn COORDINATE WITH ELECTRICIAN , . . , , , ..,. :., , , , . . , . .,/ . . .,• , . , . . ..„ „ : . . . : ., . ,. ., .... .. .., . • FOR ELECTRICAL CHASES I .v DRAWING TITLE - - -.. ..A t y.. , , , �I 1,.,,,.:., 25 (- i:;) In r • Cn ac Z N O O IIIIIIIIIIIIIIIIIIIIIIIII1II . ,4 •� TyrI I1I1I JIIIIIIIIIIII ( IIIIII ( IIIlIIIl iri- W 24 13 ORDER COUNTER 26i 1. z w A-1 RE: 1 /A- 12 W • ELECTRIC BREAKER PANELS AT OFFICE 1/2 `4Al: • 5 ORDER COUNTER (ELEVATION) /2 ;E_4" 2 E 1 & REVISIONS N Z A LIGHT CONTACTORS 0 SEE FRAMING PLAN FOR (2) ADJUSTABLE IGSELVES-- O 3/4" HD PARTICLE BD. (n VERTICAL DIMENSIONS COLOR WHITE w ` \ 21 (3) ADJUSTABLE SHELVES-- ( 10 ) > L1 :, 3/4" HD PARTICLE BD. r W 5 , m:;].:.:!':; COLOR. WHITE MUZAK RECEIVER & AMPUFlER_� . . ATM SATELLITE RECENER�., ;;;:,,:.€:,,:, ::. UPS KEY BOX �` 1 - N r :.... ° : �I--PRINTER I B I \ O LIGHTING TIMER O STAMP R - — CCN MONITOR & VCR_ R I CPU MONITOR 14» THERMOSTATS CPU P 1'.........., "'� �, F... COUNTER TOP ~0 `, • FAX MACHINE .:..:....! �-- COUNTERTOP 3474 � 2CC 0 NEIL • FILE CABINETS----k-7----______...L_ 14 20 ,, ... A-1 "� j \a-til SIM. 0_ /l�/ � ' "� �7 .s-. r T . . rrrrrr _ IIrIIIrlrrrrtllrrrlrrrrlrrrrl PORTLA D, ON LABEL EACH ANSUL 4 Y r� �` • kFLNLI .� CJ p s. I PULL WITH RED ELEV. "A" ELEV. "B" t 26 ,TYP. 0 �. � I • ^ PLAQUE ETCHED WITH Z �'� �, 0 ^ (N 1911) HOOD IDENTIFICATION SECURITY STEM—� d- •• (BY FIRE PROTECTION D ELECTRICAL PANELS O 14 r ww COMPANY) � SHELVING & COUNTERTOP � DATE: 5-2-2011 CO OFFICE 21" )( \\ ARE TO BE FURNISHED +" —�` & INSTALLED BY G.C. BLDG. " Q SUBMITTAL 0 1 "� ` o DATE: UGHT SWITCH---"' " `\ °' Z OO . ,� 0 O / 25 : - / BID DATE: _ I n • 10 . CC r- 1 1 ( 1 1 1 I I 1 1 ( 1 1 1 ( 1 1 1 1 1 1 ( 1 1 ( 1 ( I ( Lim ! , z .i. ( 26 ,TYP. W CKENO.: rrrrrrrrr111Illrrrrrrrrrr ELEV. "C" ELEV. "D" Z ARCH. NO.: 1075 O SCALE: AS SHOWN w a 0 SHEET Z 0 W A120 SCALE: SCALE: SCALE: 3 • Satellite Irrigation, Light Contactors & Phone System Panels 1/2"-1,_0" 6 ANSUL PULL LABELS N.T.S. 6 OFFICE - CABINETS & SHELVES BY OWNER 1/4"=1'-O" O 1 1 48j5 '4.z!1-1 C 0 ra co cb r, 0 pm IP L. ; — ''''' > cl 2 a)) °- '''; El C • -) c0 , co g w . r) 2 0 0 a' 0) 0 2 L.. 0. < 1 (NI a CJ h iie• > --.... ie . z 0 1 1 1 03 2 0 61-1 c 8 d —I a (5 F.2 i Er 1 CLIENT 0 r*".. 0 \f 1"`"... 0) r F.R.P. OVER i 20 1/2" PLYWOOD0 ui ., '"' > NI" FINISH OPENING Z X Z C? ( 20 )w/F.R.P. TRIM - BY G.C. 6 , - 0 0 CNI v) 0 CO CO °3 CD -- - d ......,4 ci) 52 CI: i3: E3 a i N.„--- PROJECT 1 1F.R.P. OVER (0 <20 )1/2" PLYWOOD0 e 0 BY G.C. c.463 Z 6 -A- LI . 1 1 :) re• ....... 1 26 ]COVED BASE TILE .. I . - • .i I- I FRAMED, FINISH OPENING SCALE: N.T.S. 24 POS EQUIPMENT TO BE CONCEALED WITH S.S. SHEATHING. TOP SHOULD BE ENCLOSED TO PREVENT SOILING, BOTTOM OPEN FOR VENTILATION. a i MENU BOARD — FIELD VERIFY LOCATION OF POS EQUIPMENT PRIOR TO INSTALLATION OF S.S. ENCLOSURE DRAWING TITLE . SAFE NOTE: F--- \\I I :ggITT°Ag lirZT/ FRONT Y 1 Y 1 I 1 -0— S.S. ENDCAP BY FACE OF S.S. DRINK COUNTER K.E.C. RAIL & SECURED TO FLOOR co L_ _1 I___ I FROM INSIDE w/4 ANCHOR BOLTS Z BY G.C.. ALL VOIDS TO SIDE, AT CC BACK, & TOP TO BE FILLED & 0 0 C4 w .R.P. AS COUNTER SURFACE NOTE: IT IS IMPORTANT THAT THE QUILTED S.S. a F- 18" _...„....„...---POST & SCREEN 1 20 ) F.R.P. TO FINISHED CREATE A/FBUILT INNEEDED E W < TO MATCH ORDER ,b :- PROV. BY KEC ORDER COUNTER BE LAYED OUT YKECC. COUNTER"--\ EXACTLY AS SHOWN TO ASSURE ALL ITEMS NEEDED FIT PROPERLY ----SERVING COUNTER BY WESTERN - - APPEARANCE I-1-1 41 ) \ "N S.S. FIXTURE to CASH REGISTERS MILLS AND FABRICATORS. COORDINATE WITH ELECTRICIAN ( 20 ) F.R.P. AT WING WALL 1.1.11 1" SSM \ $ i BY OWNER FOR ELECTRICAL CHASES .e. .. I K-6 , QUILTED S.S. NJ 2)_c_ In UNDERCOUNTER SAFE BY K.E.C. SEE NOTE ABOVE . 20 1r 1 2 3 I ./1 I\ Ti I\ / 1\ \ .:r 2x4 BULKHEAD lo r r , WALL 0 1r 0.C. -Ar-- . " II ° oasER I l ' ' 1 1 ° DWYER!I " 'I 0 DWYER I I 7 g8 ---'---- ( 20 ) r--i II .11 S.S. FIXTURE. RE: KITCHEN DWG.'S 1-. ci W REVISIONS - A-- ....-- to to I tc4 F.R.P. me ,.... In T COVE TILE BASEin IV z 2A , z 6 -'4P —CASH DRAWERS BY OWNER --of-- S.S. ENDCAP BY ; f K.E.C. `q) 16%16" FRAMED OPENING. 0 A ------ 1 20 — E RDETAIL 24/A-12 CI) • 11E1 F.R.P. FINISH 1 1 1 iti 1 1 1 1 0000000IIIIIIIIIIIIII 1 1 u 1 II H 110 I I 1 .1) il I I I I I 1 CC d L11 26 COVED TILE BASE 2x4 P.T.D.F. SILL , -.- . . *SEE SHEET "E-3" 24 > A (CONDUITS IN WALL) a_ A SCALE: SCALE: SECTION15 ORDER COUNTER (ELEVATION) 1/211=1 -0* 3 • 1 is=r-o. 11 0 STAMP 01) 44)e —S.S. CONTER TOP BY KEC 0 .N.,--' # 3474 .„..) 2'-4" @ ELEV. "A" w/DRAWER 1'-4" 0 ELEV. "D" WITHOUT DRAWER . cp PORT dEON ,--- . .. , S.S. TRIM OVER , ) ". L/P OVER 3/4" PLYWOOD END BY KEC UTILITY CLOSET TPLYWOOD TOP TOP TWO SHELVES AT UTILITY CLOSET SHALL BE 4' 0 F 0.41v (SELF EDGE) \\___ ONLY 16" DEEP TO ALLOW ACCESS. SILICONE TOP & \ 0 1 j / BOTTOM BY KEC 1 30A )7315%1ZEETU / 0 Lu r DATE: 5-2-2011 .. \ . L/P COVERED 2x2 EDGE & DRAWER FACE -el--OWNER PROVIDED CABINET -INST BY KEC 1 20A I ONE COURSE OF---1...1 ) 2x2 BLACK TILE 1 30 )13 COINUARLSLETLI BABY CHANGING STATION____I I i Ir Y lo I 1 -cm CO < Ca co cr Fw3LDG. W BDSUBMITTALDATE: EDGE ATE: 0 CKE NO.: 0 1 . 1x4 CLEAT-BACK & (2) ___,, SIDES SECURE TO STUDS > w/SCREWS 0 16" O.C. Z ARCH. NO.: 1075 0 SCALE: AS SHOWN " M 0 SHEET < Z CD LAO EZ I SCALE: I SCALE: I SCALE: Al 2 . 1 DESK/OFFICE COUNTER 20 SECTION 16 4 r 1/4'1=11-0" 1 1 REMARKS * WINDOWS LAXLS MUST SHOW SUITABLE RATINGS FOR LOCAL COMATE ZONE EXPOSURE C & 80 M.P.H. WINDS. ALL LABELS MUST RE AFFIXED AT THE WINDOW .ro 2 MANUFACTURES' PLANT. LABELS MUST BE VERIFIED DURING ROUGH FRAMING STAGES. *CEILING C = 41 c, co m 3 SIZE DETAILS * USE UO15TOP PREFAB STRIPS AROUND WINDOWS & EXTERIOR DOORS, BITUTHANE FLOOR *WALLS *C E LING _ E N AT PLANTERS & HORIZONTAL PROJECTING BUILDING ELEMENTS. N O . ROOM BASE REMARKS .E S E N0. APPROX. APPROX. TYPE GLASS FRAME C t o WIDTH HEIGHT HEAD JAMB JAMB SILL * ALLREQNON PANIC ENTS PER DWAR WILL1.91C COMPLY 3 WITTH.ACCESSIBIIfi& EGRESS FINISH MATERIALS FINISH MATERIAL HEIGHT FINISH as . o o .2 04'-0" 5'- " 8 10 13 19 * I�10 18 * A ,—, ,� � * CL w "' �' �°' fi FIXED 1 INSULATED ALUM. DUAL GLAZING r` m SERVING, RESTROOMS, SCULLERY, CREW 10 -10 -10 -10 10 -10 C `�� , ROOM AND KITCHEN WALLS AND CEILINGS m E o a TO HAVE SMOOTH AND WASHABLE FINISH. N O 5'-3" " FIXEDALUM. 8-10 100 13-10 110 * DUAL GLAZING N o m .r 5 -6 1" INSULATED o m m J J 0 * USE MOISTURE RESISTANT GYPSUM BOARD AT ALL D .c �� 8 10 13 11 Li) mw = >- ¢ WET AREAS AND BEHIND ALL TILE WALLS U c" [ (; ) 5'-6" 5'-6" FIXED 1" INSULATED ALUM. * DUAL GLAZING Q o �, -10 10 -10 -10 ct o _ wo 0 D 1- v o 8 10 13 11 ¢ cn cfl W ov w w ¢ a w an * TILE MUST BE APPLIED OVER CEMENT PLASTER L O 1'-6" 5'-6" FIXED FLOAT ALUM. _10 -10 -10 -10 * DUAL GLAZING �n v i- w, m o 0m w o O p om 0 o� z BACKING AT SURFACES SUBJECT TO WATER L a ¢ a- JQ o SPLASH. (SHOWERS, TUBS, AND COMMERCIAL F. (3 ctRESTROOMS, ETC.} w w j U O j Y D x U w w D 00 a0 00 v N .ILI w Z z >-: o? z O 1n on w 0 w * x x x < ::: I- I- w ,_. m 0 O `. aL tl J W 0 D a fir, ¢ } o m w o >- 0 d- * CEILING MAY BE EXPOSED IF DIRECTED ON CEILING PLAN p 10 10 10 2 r o' } a 1- Q w a' °a ca `� cn o 0 w CN CN CN O W w 0 4'-0" 2'-4" FIXED ALUM. rr ce m m w w - - - - 1" TEMPERED _10 -10 -10 -10 * DUAL GLAZING �� o m �_ n a >- zo N z w cn o x x x PAINT TO BLACK OUT AREA ABOVE IF APPLICABLE � o PROVIDE MANUAL SLIDING WINDOW SEE SPECS. ¢ ¢ w z m r m o } o cn m o0 m } z Z w w Z w °' © o Q - o a Z o a a °c z a a x a - ° Z 2'-0" 2'-6" SLDR ALUM. 2 3 3 4 REFER TO MECH. SHEETS FOR FLY FAN ABOVE o o v `� `�"� v > LU in m c� c� 0_ a, 3 F- Ln w r� r� r� n w �, g 1" INSULATED -10 •-10 •-10 •-102 N (WDW. OPENING: 18"x24"=432 SQ.IN) - ■ v '7a O 3'-4" 1'-8" FIXED $ 13 11 101 ORDER • • • SEE INTERIOR ELEVATIONS • •• SEE A-6 1" INSULATED ALUM. -10 .-10 •-10 'IC DUAL GLAZING © 6'-6" 1 '-8" FIXEDALUM. 8 13 11 102 DINING ROOM • • • • • SEE INTERIOR ELEVATIONS • +10'-0" CLIENT O * DUAL GLAZING 1" INSULATED -10 •-10 -10 O 8'-0" 1'-2" FIXED " ALUM. 21 -21� 23 21 -10 -1 _10 -10 * DUAL GLAZING 103 SERVING • • • • • • • +9'-0" 5/8" GYP. BD. SOFFIT, PAINT W/ SEMI-GLOSS 0 1e 104 VESTIBULE • • • • • • r' NOTE: SIZES ARE APPROXIMATE. G.C. TO VERIFY w/FLOOR PLAN, ELEVATIONS, & FIELD MEASUREMENTS PRIOR TO FABRICATION. rY O ♦ 105 MENS • • • • • +9'-0" • Tile on all walls to be 6' 10" see sheets A-11 Bathroom Elevations WINDOW SCHEDULE 17 106 WOM ENS • • • • • +9'-0" • Tile on all walls to be 6' 10" see sheets A-11 Bathroom Elevations C\I J J_ SIZE w MATERIALS DETAILS REMARKS 1 0 7 CONDIMENT • • • • • • +9'-O" U o > CL NO. 0 cc cc # PANIC HARDWARE ON ALL PUBLIC Z x Z 00 WIDTH HEIGHT THICK. o DOOR HEAD JAMB JAMB i,_, > o AREA AND OUT.EXIT DOORS TO PLAY 108 OFFICE • • • • • +9'-0" 0 0 N O I 0 ¢ * NO LOCK OR LATCH ON PLAY ROOM0 CO CO n FACE CORE GLASS FINISH FRAME 1- w 109 NOT USED m EXIT GATE EXCEPT PANIC J FULL 1/4`AL ‘116 SEE • BALANCE OF HARDWARE BY SUPPLIER F.R.P. ON ALL GYP. BD. WALLS O J ii 3'-0' 7'-0" 1 3/4" A GLASS ALUM. DUAL ( 19 ) ALUM. SPEC. +10'-0" GLAZE •-10 A10.1 SIGN ABOVE DOOR TO READ: 1 1 O LOCKERS EMPLOYEE •• •• •• •• •• UNLESS OTHERWISE NOTED Y 'This DOOR TO REMAIN UNLOCKED © N A WHEN BUILDINGggnshall S vCCUPIED" ette 1 1 1 SCULLERY • • • • +10 -o The sign be in letters 1` PROJECT high on a contrasting background (2010 OFC 1008.1.9.3 sec. 2.2) 1.) F.R.P. ON ALL GYP. BD. WALLS UNLESS OTHERWISE NOTED } © N/A 112 DRIVE THROUGH • • • • • • • • • +9'-0" 2.) VINYL COATED CEILING TILES ABOVE DRINK STATION 0 Q Q NOTED 04 m -r 1 13 KITCHEN • • • • • • • • +9'-0" 2.) STA NL ON1.) F.R.P. S STEELY P.ls tBDo WS ASLREQND., SEED THEMECH.SDRAWINGS E Z ej CD 4'-0` 7'-0" 1 3/4" B FLUSH H M -- ( 8 , HM 8 i AX SEE PEEP HOLE, UNDERCUT 1 " 1 14 DRY STORAGE " N 0 / " METAL l 10 &10) SPEC. • • • • • cn wU " IC)" IC) a > LT© N/A 1 15 COOLER • • • ( BY MNL FACTU REP, > TILE FLOOR AFTER INSTALL OF COOLER. ce z LJ U 116 FREEZER BY MAN L FACTO REP, W 1- ce ® C.) c) N/A z a 1Y N • Y S.C. 16 1fi SEE SELF CLOSING, KICK PLATE, - a I'} c I- � a 3`-0' 6'-8" 1 3/4" C L/P WOOD . 25 . HM( 9 ) _10 -10 SPEC. PUSH/PULL PLATE, UNDERCUT 1" w - 0 , 0 2'-3" 6'-8" 1 3/4" 16 Rh ROOM FINISH SCHEDULE 2 0 i , l= -10 —10 S.C. 16 m DRAWING TITLE O 3'-0" 6'-s„ 1 3/4" D L/P WOOD -- ( 25 ) HM 9 ;I 10 -10 SPEC. PEEP HOLE, UNDERCUT 1” NO . MATERIAL MFG ./COLOR LUSTER/TYPE NO . MATERIAL MFG ./COLOR LUSTER/TYPE SHERWIN WILLIAMS SW 6866SEE SPECIFICATION DOOR SCHEDULE ( 1 j PAINT (EXTERIOR) TRIM. r 21 5/8" GYPSUM LIGHT FOG SPRAY HEARTTHROB STUCCO, INTEGRAL COLOR, SAND FINISH l WALLBOARD RE: TO INT. ELEVATIONS FOR PAINT CD DOOR#1 6070 ALUMINUM EXTERIOR FROM DINING DOOR 8 2068 P-LAM X HM LHR MEN FROM STORAGE ( 2 , PAINT (EXTERIOR) UPPER EXTERIOR WALLS SHERWIN WILLIAMS SW 6107 COLOR INTEGRAL W/ STUCCO 22 CORONADO STONE PRODUCTS LOGO ART TO BE APPLIED TO BRICK NOMADIC DESERT SAND FINISH , BRICK VENEER-INTERIOR 2x8 RUSTIC USED BRICK - RUSTIC BLEND CORNER PIECES AS NEEDED J 1 EA CYLINDER 20-057120-061 C123 SCHLAGE 3 EA BUTTS F179 4.5 X 4.5 652 STANLEY ❑ VERIFY TYPE&FINISH WITH DR SUPPLIER 1 EA LOCKSET NDBOPD RHO 626 SCHLAGE [3 j PAINT (INTERIOR) SHERWIN WILLIAMS SW 6321 RED BAY FORMICA - 3505-58 BALANCE OF HARDWARE BY DR SUPPLIER 1 EA WALLSTOP WS407CCV 630 IVES ' 23 PLASTIC LAMINATE ❑ 3 EA SILENCERS SR64 GRAY GLYNN-JOHNSON ( 3B ) BRICK VENEER CORONADO STONE PRODUCTS EXTERIOR WALLS I CONTACT - MEREDITH ZEIGLER STORM SOLIDZ w DOOR#4 4070 HM X HM LI-IR EXTERIOR FROM KITCHEN 2x8 RUSTIC USED BRICK - RUSTIC BLEND (949) 254-0046 I DOOR 9 3068 P-LAM X HM LHR SCULLERY FROM OFFICE JOHN BOYLE & CO. INC. ( 24 : PLASTID LAMINATE FORMICA-FLINT CRYSTAL 3518-58 MATTE FINISH 01 EA CONTINUOUS HINGE CFM 83HD ALUM PEMKO ( 4 j FABRIC AWNING (EXTERIOR) SIGNMASTER SUPREME #627 SCARLET SUPREME 1 EA ALARM MONITOR 4000 SEC.PROP. 3 EA BUTTS F179 4.5 X 4.5 652 STANLEY (n 1 EA PANIC 99E048" 626 VON DUPRIN 1 EA LOCKSET ND53PD RHO 626 SCHLAGE ARBORITE--W 411-VL COPPER WOOD-BOIS CUIVRE USE MARLITE ALUM. TRIM- TOP, BOTTOM, JOINTS, Sc 1 EA VIEWER(DOOR SCOPE) BLACK DU SEUNG 1 EA WALLSTOP WS407CCV 63o IVES 5A PAINT {EXTERIOR) SHERWIN WILLIAMS SW 6109 HOPSACK WALLS. STUCCO, INTEGRAL COLOR, SAND FINISH ( 25 WAINSCOTING 1 EA CLOSER 4111 SCUSH DEL RH ALUM LCN 3 EA SILENCERS SR64 58 PAINT (EXTERIOR) SHERWIN WILLIAMS SW 6389 BUTTERNUT WALLS. STUCCO, INTEGRAL COLOR, SAND FINISH OR MARLITE-"COPPERWOOD" # PHL 172 CORNERS. #M451, M460, M465, M470- MILL FINISH 1 EA KICKPLATE KA050 1 24X46 630 TRIMCO QUARRY TILE DAL OR EMSER-RED FLASH (6"x6"x1/2") GROUT - "LATICRETE" #04 SABLE (III} 1 EA FLOORSTOP 1233 626 TRIMCO 6A PAINT (EXTERIOR) SHERWIN WILLIAMS SW 6110 STEADY BROWN WALLS. STUCCO, INTEGRAL COLOR, SAND FINISH [ 2 6 , (KITCHEN) W/ 6" COVE 1 EA THRESHOLD 229A 48" ALUM PEMKoBASE (3/8" RADIUS) SEE SPECS. USE ABRASIVE ON ALL TRAFFIC AREAS 1 EA SWEEP 315CN 48'• ALUM PEMKO 68 J PAINT (EXTERIOR) SHERWIN WILLIAMS SW 7020 BLACK FOX WALLS. STUCCO, INTEGRAL COLOR, SAND FINISH r 1 SET WEATHERSTRIP 303AV 4884 ALUM PEMKO -' FORMICA STELLARORMICN N REVISIONS 3 EA SILENCERS SR64 GRAY GLYNN-JOHNSON 7 PAINT (EXTERIOR) ASHERWIN WILLIAMS SW 6108 LOWER HALF EXTERIOR WALLS ( 27 , PLASTIC LAMINATE #689-58 (MATTE FINISH) STUCCO, INTEGRAL COLOR, SAND FINISH Z 0 DOOR 7W 3068 P-LAM X HM RH DINING TO WOMEN SEMI-GLOSS ENAMEL - SEE SPECIFICATIONS ( 28 } PAINT (INTERIOR) SHERWIN WILLIAMS 3 EA BUTTS FBB179 4.5 X 4.5 652 STANLEY [ 8 1 PAINT (EXTERIOR) MATCH ADJACENT SURFACE STUCCO, INTEGRAL COLOR, SAND FINISH WEATHERED TEAK 0 1 EA PUSH PLATE 1001-3 4 X 16 630 TRIMCO cn 1 EA PULL PLATE 1017-3 4 X 16 630 TRIMCO CHEMETAL cc A 1 EA CLOSER 1461 DA RA MTG ALUM LCN 9 SHERWIN WILLIAMS P-1SW7038 TONY TAUPE VESTIBULE ENTRY ( 29 , METAL LAMINATE "CIRCLES" #406 1 EA KICKPLATE K0050 10X34 630 TRIMCO 1 ) PAINT (INTERIOR) EGGSHELL FINISH W 1 EA SILENCERS WALLSTOP WS407CCV 630 IVES 30 WALL TILE R.R. WALL DAL TILE 6x8 GLOSS WHITE GROUT- CUSTOM BDG PRODUCTS, Color "BLACK" > A ( } PLO2 POLARIS - RUNNING BOND PATTERN 3 EA SILENCSR64 GRAY GLYNN-JOHNSON 1 O2X6 BULLNOSE CAP TO MATCH R.R. WALL TILE.SHERWIN WILLIAMS, SW 6388 DAL TILE 2x6 GLOSS WHITE w PAINT (INTERIOR) GOLDEN FLEECE DINING ROOM WALLS 30A WALL TILE (R.R. WALL) PLO2 POLARIS - RUNNING BOND PATTERN Q DOOR 7M 3068 P-LAM X HM LH DINING TO MEN -- 3 EA BUTTS FBB179 4.5 X 4.5 652 STANLEY SHERWIN WILLIAMS, SW 6102 ( 31 DINING ROOM CHAIRS MADISON "WHEAT" 1 EA PUSH PLATE 1001-3 4 X 16 630 TRIMCO 11 3 PAINT (INTERIOR) PORTABELLO DINING ROOM TRIM AROUND WINDOWS BY OWNER GRAND SIARA #363499 ^ STAMP 1 EA PULL PLATE 1017-3 4 X 1G 63LCNTRIPLASTIC LAMINATE FORMICA 909-58M �J 1 EA CLOSER 1461 DA RA MTG ALUM LCN H BATHROOM FLOOR GROUT, CUSTOM BUILDING PRODUCTS - 32 1 EA KICKPLATE K0050 10 X 34 630 TRIMCO 12 BATHROOM TILE (FIELD) MISTY RAIN @ 90' AV52, 12x12 "BLACK" 0\4BC� 1 EA WALLSTOP WS407CCV 630 IVES #185 NEW TAUPE O ti # 3474 � 3 EA SILENCERS SR64 GRAY GLYNN-JOHNSON 33A DINING ROOM TILE (FIELD) DAL Tile, AltaVista, Driftwood AV53 Sc Misty Rain AV52, 12x12, 50/50 mix - Dining Room Floor Grout - C L NEI . I E ( 13 3 RUBBER BASE BURKEMERCER 4" HIGH, Color "BLACK" Custom Building Products 1/8" RUBBERMYTE WALL BASE 338 DINING ROOM TILE (BASE) DAL Tile, Cove Base, S -36C9T, AV52, 6x12 Cove #185 New Taupe w /+��-_ 14 GLASS BLOCK •PITTSBURGH CORNING GLASS BLOCK DECORA 4 X 8 X 3-7/8 34 • UPHOLSTERY EXPRESSIONS - BLACK EX277 • �� , ��,- �oN O" • STANDARD PREMIER SERIES ( - BAR STOOL BY OWNER ROQUE POPPY RU980 0 1?) DOOR HARDWARE SCHEDULE 16 ` METAL LAMINATE CHEMETAL NO. 406 "CIRCLES" (STAR AND TRIM) (l 35 I UPHOLSTERY SEE K-7 Z OF BRUSHED ALUMINUM J BOOTHS O DOOR PEEP HOLE AT PAINT EDGE PEEP HOLE AT [ 16 J PLASTIC LAMINATE FORMICA # 839-58 1 36 1 UPHOLSTERY SEE K-7 0 DOORS WHERE OF DOORS TO DOORS WHERE STOP RED MATT FINISH J MATCH FACE DATE: 5-2-2011 GLASS OCCURS OCCURS TOP & BOT. SEE SPt.CS. SEE 5P CS. 17 CEILING TILE ARMSTRONG FINE FISSURED FRAME GRID SILVER SATIN UPHOLSTERY V, BLDG. 37 1 SEE K-7 Q SUBMITTAL HANDICAPPED ADOBE 24" X 48" --v,--- PANIC BAR. SYMBOLS & SIGN CO DATE: SEE SPECS. - - (WHERE OCCURS) - ARMSTRONG VL RH90 FIREGUARD 870 SEE K-7 Z 0 o o 18 CEILING TILE # 24"x48" SUSPENDED T-BAR UPHOLSTERY PROVIDE/INSTALL (KITCHEN} BO #5173 SEENON-PERFORATED SPECS. FOR ALTERNATE GRID SYSTEM- SEE SPECS. ( 38 3 O O BRAILLE SIGN PER CODE AT DOORS nl` I I w/SYMBOLS & SIGNS ( 19 { WINDOW ROLLER SHADES FASCIA/ BOTTOM RAIL TO BE BLACK MATERIAL TO BE PHIFER SHEARWEAVE (,() eiD DATE: '-� ,� _ ALUMINUM FINISH CLEAR ANODIZED ALUMINUM l 39 (WHERE OCCURS) BLACK CE KICK PLATE WHERE OCCURS. W CKE NO.: SEE ACCESSIBILITY I 20 FRP PANELING MARLITE SEE SPECS. (KITCHEN) 140 , PLAYGROUND MDC WALL COVERING (800) 621-4006 NOTES ON SHEET "T-1" I SEE DETAIL 20/A-1 1 1 P-151 LIGHT GREY VINYL WALL COVERING MESA 1269 (TRAX 351) Z ARCH. NO.: 1075 DAL TILE PLACE ONE FULL TILE ABOVE R/RL SCALE: AS SHOWN ►moi ALUMINUM DOOR FLUSH HOLLOW 1 3/4" SOLID 1 3/4" SOLID 20A TILE (R.R.) (( 41 SOLID SURFACE CORIAN - COCOA BROWN (F) w/ 1" INSULATION METAL DOOR. CORE WOOD CORE WOOD - PERMATONES 6421 (BLACK) 2 X 2 PARTITIONS (APPRX. 78" A.F.F) l MATERIAL SHEET a A TEMP. GLASS B SEE SPECS. C DOOR w/ L/P D DOOR w/ L/P ZLT_ SEE SPECS. EACH SIDE. EACH SIDE. 01 Lu DOOR TYPES 20 INTERIOR AND EXTERIOR FINISH SCHEDULE (SEE SPEC BOOK FOR ALTERNATE MANUFACTURES) 4 Y A1 3 . 0 Si 4"..--e--s`--=a; -4a� 1. SEE SHEET S-3 FOR GENERAL NOTES AND TYPICAL DETAILS. -5 E 3 cNi 1'-4 3/4" 1'-O 1/2" 2. TYPICAL SLAB-ON-GRADE •c E N s 36'-5 1 4' 3'-10 1 2" " 3'-9 1 4" 4" THICK CONC. w/ #4 BARS © 18" oc EA. WAY at MIDHEIGHT c c 3 N / / s'-1 / 14-3 OF SLAB. PER GEOTCREPORT BY GEOCON NORTHWEST DATED ate. 2 S m 23 4-21-11, SLAB TO BE FOUNDED ON MIN. 6" OF GRAVEL OR CRUSHEDc °' ROCK WITH MIN. 10 MIL. VAPOR BARRIER. � 18 18 3. NON-BEARING WALL ANCHORAGE, 2x P.T. PLATE w/ HILTI a) m 5/8"0 x 14" AB's 0 48" oc Mr S-4 X-ZF 72 SHOT PINS (w/WASHERS) at 48" oc, U.N.O. FIRST TWO PINS PLACED 6" Sc 10" FROM PLATE ENDS AND A/ u C- -1 r.- - 1 8 TYP.N.0 MINIMUM OF 3" FROM A CONCRETE EDGE (ICBG #2388). m I I NI xN \ • cti C s o nr \IIJ\ii �I Z I i Z I ` 4' 0 INDICATES SIMPSON HOLDOWN PER S�1 S-1 Q x + + + + + + + + 1 �r L� �J L __..�\ ®NU \ + TYPICAL 5/8" DIAMETER x 14" ANCHOR BOLTS, U.N.O. E :f11 SEE PLAN FOR NUMBER OR SPACING (ANCHOR BOLTS AT N ;� ��\.2 r " - -- '�_-- 48" O.C. MAXIMUM SPACING AND AT A MAX. OF 12" FROM �/ > Z H0\N- I Q�� ENDS OF WALL, WITH A MINUMUM OF TWO BOLTS PER WALL) �3•• = 0 N Ery I + a I .\ 5. HOLDDOWN HARDWARE MUST BE SECURED IN PLACE I a o N 16 I R 4" CONC SLAB ON GRADE TYP. PRIOR TO FOUNDATION INSPECTION. C o z • - S-1 r ©10 -0 W/ #4 0 18" OC EA WAY 8 U.N.O. o < ,, i - 4x4 POST, �' 6. SEE SHEET P-3.1 FOR LOCATION OF FLOOR DRAINS & SINKS. �+ o c, - — ,/ TYP. SEE ARCHITECTURAL FOR SLAB DEPRESSIONS 2 u .a + is. THICKENED SLAB FOOTING ALL ANCHOR BOLTS REQUIRE 7. SET ALL BOTTOM PLATES IN SEALANT FOR THIS PURPOSE. o ` PER DETAIL 16 S-1 3"x3"x3 16" PLATE WASHERS CLIENT O Co H0�-- / / 8. TYPICAL EXTERIOR STUD WALLS, INCLUDING TOWERS, ARE 2x6 CONSTRUCTION. 0 20 SOME WALLS REQUIRE 3x SILL 9. F.O.S. INDICATES FACE OF STUD. = PLATES. SEE SHEAR WALL SCHED. _ CX + `I ADJUST AB EMBED AS NECESSARY a 700b, N FOUNDATION NOTES 1 La'C.J. N J ;ro TRENCH EXCAVATION; BACK FILL per 0 h. , + c $ t , SOILS REPORT or to 90% DENSITY z N- > m TYP. ®VW ��}.1A ® m 101.- ' / o 0 _ ,7 TYR co Y J0 CO U) CU + x 2 > J C7 U1 -11 1/2" \O�,R N� 2CO / o , 1'-6' -1 1 1 1 Y a tt? �___., r, 1O'-O" ` / PROJECT Q 20 2_0 4'-O" x 3'-0' FTG W/ 4 AT I �- NO TRENCHES BELOW �� ' r �q �_ C� NIFYI• �. 12" O.C. EA WAY, TYP. AT L-__ �° THESE LINES �w 101 o a d- ��' TOWER ENDS -`1 i� 1-.' -) N = Q + x PARALLEL TO FOOTINGS Z_z 0 _0 `d+� �; I N. ��,.--- PIPE SLEEVE: 2" LARGER THAN L 2 cr 18 _� PIPE PASSING THRU FOOTING STEM w U_ NQU-2 C.J. S-4 M --- 1 tx Z ti Z o j R - ` 1 _ \�,,,"NO PIPE to PASS THRU _0 + �----' —I HO�f "' ce ___„ 1 �, THIS PORTION of FOOTING W �- a' 00 45 �•;�`---COMPACTED FILL �J ••z ce � • LI m 2'-11 1/2" , PERPENDICULAR TO FOOTINGS -a d 4t M Q 1_, + k,- 2x4 STEEL STUD WALL Q w � j co is °�� TVP. TRENCH DETAIL SCALE: 2 -3;;, _-; ; =- , I Co 12 , _ , ''n S-1 + NONE DRAWING TITLE "Oki N L-- t•7 m TYP. + VIx, . Z ® 4x6 POST, TYP. o �,� I + - I 18 M V 4d _1 U' co c.- �' HOOKS and BENDS " L 7`___-t-7.`---- {- ------� r J I S-4 ® (2 1/2 min) X + 1' + r + + II + L-' - I I 1 Z c Z co i 1 I '*:ac:2- cv f- I_ R. \I ��, " fl NQ a -` ® CLI 90' HOOK 180" HOOK Z `O} 5/8"0 x 14" AB's 48" oc r U.N.O. \ - R = 3d for #2 to #8 INCLUSIVE 0 29'-11 1/2" 3'-8 1/2" 4'-0 1/2" 4'-1 3/4" 9'-5 1/4" 17'-7 3/4" 3'-10 1/2" m R = 4d for #9 and LARGER LL 72'-9 3/4" ® TYP. Td. -/ (30" min.) "1"-- r _=_ �_ SPLICES f 'I N REVISIONS r I Z r r 00 , (/) I t CC W w a.SCALE: FOUNDATION PLAN SCALE:? TYP. REINFORCING BAR BENDS 1/4"=1-0" NONE 0 STAMP HOLD-DOWN SCHEDULE „ TYPE ANCHOR BOLT 5/8 �� PBC/Ex SIMPSON HDU2 5/8" DIA. SSTB24 2x6 P.T. PLATE w/ 5/8"0 x 14"1 1� 4 l ' SIMPSON HOLDOWN " ALTERNATE Cr 44/4I -� SIMPSON HDU HOLDOWN SIMPSON HDU-4 5/8" DIA. SSTB24 SEE PLAN FOR H.D. TYPE -' "' � AB's - SEE PLAN FOR SPACING. 2_g t�� •DBL STUDS MIN FIRST BOLT 12" FROM PLATE ENDS ' �" 4x6 POST w/ 2x6 STUD VERT REBAR �P DOWEL BENDS 14_ ; F ! (•,. SEE SCH. FOR H.D. TYPE " • d EA. SIDE WHERE OCCURS TYPICAL •:• DBL STUDS MIN 5/8 OSB SHT'G AT HOEDOWN 5/8' OSB SHT'G (3x6 PIATES MAY OCCUR {TO UNDERSIDE OF TOP PLATE) r r AT HOEDOWN SEE SCH. e SEE SCH. AT SHEARWALLS) w OREGON 10 2x6 STUDS 16"oc —Q #Od NAILs ® 12 O.C. - °. 5 $" DIA. ANCHOR BOLTS e ° �x`Y 23'" `r +�12 O.C. W FIRST BOLT 2x4 STUDS #6"oc 2x6 STUDS 16"oc ro ° �.i �_ ` ° etiti , °� 5/8" OSB SHEATHING SB1x30 ' e e " / ► E.N. PER SHEARWALL WHERE OCCURS �" 0 ` � �k, 5/8" DIA. 'SSTB' ' a SEE SCH. ANCHOR BOLT d 12" FROM END PLATE SCHEDULE 4" 4" ° . °. •' ° •'." D \A ANCHOR BOLT - •o e CONC CURB (TYP) ° �. VP : d e S.O.G. REINF., SEE 5.0.G. REINF., SEE 6" MIN TO GRADE WIDTH PER ARCH min./-/ min. Z O ' 2x6 P.T° PLATE a FOUNDATION NOTES 2x4 P°T° PLATE FOUNDATION NOTES 2" MIN TO PAVEMENT N J I, (1) #4 TYP SIMPSON A35 EA SIDE OF POST >' I. ° 0 EXPIRES: 6-30-2012 2x6 P.T. PLATE `_' e _ PANEL EDGE NAILING rmp . TOP ® TOPNN_PER SHEARWALL PANEL EDGE NAILING PER BOTTOM PANEL EDGE NAILING PER r55iIii,44BOTTOM 4x12"I— --- •t EXTEND HORlZ -�l 2 VERTS�� = SHEARWALL SCHEDULE �► # P.T. PLATE OVER S.O.G. SCHEDULE SHEARWALL SCHEDULE \>- '' _ ._ REBAR AROUND � ° 24 �� S.O.G. ,� AT 18 OC ,�, ,4 � w GATE: 4-22-2011 J CORNERS or #4x12"I d -. _ .• .-. a a • S.O.G. Y • PROVIDE DOWELS _ _ �+ BLDG. �{,�;7-�� AT 1$" OC CURB PER 12/S-1 ♦ . e' • fi. �.• ec 4 a v a. 1 l.eo d a�. _ .1 r " " d b 4" . Q < SUBMITTAL �./ A e OSA a e oo CO DATE: ii0 S.O.G. _ e \ h I��f rI I ¢ II e n o LL.=L,I p \ Q �:I• I .• — L 4. —I I I (I I i l I I l l l a s e , �..� `/ - 4 e e d e e e 1 ] • a. (" . TYPICAL A.B.s CORNERS INTERSECTIONS END Z (3 ' _:.''..;1:.;1.. _ v Mtcx 4 4EA SIDE OF POST. V O. ° ; !s >K #4 DOWELS 0 18" O.C. ° d •.�' . -r ;_) �� ° M U yt v d a' .a d ,✓ ALT. HOOKS EA. SIDE •Qe a :4d v d .•� SEE PLAN FOR SIZE. BID DATE; K \)° J- _ (OMIT AB ON DOOR SIDE) i : _., tv =� O. 'b p i M 1, o (2) #4 CONT., TYP. qa. a a 4 • Lii CKE NO.: — n , ° 2'-0" MIN. 2'-O" MIN. I 0'-g" k �f' I • / / I / �r ARCH. NO.: 1075 r"." - .° ° 1'-6" L NOT i tai� SCALE: AS SHOWN (2) #4 CONT., TYP. -I" (r-9" / THICKEN FTG WHERE NECESSARY FOR SB1x30 INSTALLATION SIM CONDITION OCCURS AT DOORS. USE SIMPSON PB44 TO ANCHOR POST V SHEET i'-6" FOUNDATION AT SIM 0 S- 1 EXTERIOR FOOTING SCALE. INTERIOR FOOTING SCALE: 20 INTERIOR FOOTING SCALE: 1 EXTERIOR FOOTING SCALE: 12 POST to SILL at DINING SCALE: TYP. CORNERS & INTERSECTIONS sCALE: NONE 24 NONE NONE NONE NONE ` NONE - UNIT DIMENSIONS; Unit Height,H=I 50.8 in • Unit Short Dim..W,=l 59 o in "WL» Unit Long Dim.,W,=1 89.0 in Curb Short Dim.,VV,;„= 59.0 , in w'-/ Curb Long Dim.,WN=I 89.0 in Curb Height,C=1 14_0 in I _ SHORT Unit C.G.,CG=' 25.4 in I DIRECT MISC.INFORMATION: Unit WT=I 1485 lb �ONG / 1 DIRECTION Curb Art=I 297 lb Roof Height=I 25 'ft 1 1 SEISMIC: IBC LOADING USING ALLOWABLE STRESS DcSIGN I w=s" Elements of Structures,Nonstructural Components,and Equipment Supported by Structures Miller Consulting Engineers,inc. Copyright 2010 Site Class' D ASCE 7, Sec.20.3,Table 213-1,pg.205 Life Safety Equipment?' No Seismic Design Category D ASCE 7,Sec. 11.6.pg 116 Occupancy Use Category II IBC 2009 Sec 1604.5,pg 357 S,= 95.80% ASCE 7,Figure 22-1 through Figure 22-14(0.2 sec response),pages210-227 Fa= 1 12 Table 11.4-1,ASCE 7,pg 115(Linear interpolation is used) S,vs=l 1.07 eqn. 11.4-1.ASCE 7,pg 115 Scs=1 0.71 eqn. 11.4-1,ASCE 7,pg 115 i,=f 1.00 ASCE 7-05 Sec 13.1.3,pg 143 ap=1 2.5 ASCE 7-05 Table 13.6.1,pg 149 Ftp I 6.0 ASCE 7-05 Table 13.6-1,pg 149 h,,(ft)=1 15 Component attachment elevation vd respect to grade Structure roof elevation with respect to grade Fo I 0.26 'Wp ASCE 7-05 Eq. 13.3-1,pg 144 ORI 1.14 'Wp ASCE 7-05 Eq. 13,3-2,pg 144 Not less than' 0.21 *WP ASCE 7-05 Eq. 113-3,pg 144 F,- 0.262 'Wp r4 0.2S05Wp 0.143 `Wp 1(ASCE75Sec. 13.3,pg 145) Equipment Overturning(Seismic)' LOCATION 0.7F,(lb) 0.7(0.2S75Wp) Center of Width,W. 0,7M„ (ft 0.6£4 Holdown _ (lb) mass(ft) (ft) Ib) (ft-Ib) Force(Ib) Unit-to-Curb ( 272 ? 148 2.11i 4,92 939 2190 0 Curb-to-Roof 326 178 2.83 4.92 1361 2628 0 // '(Basic load comb. 0.6D+0.7E IBC2006 eqn.16-15,pg 292 de/ ASCE 7-05 sec.2.4.1(8),pg 5) V=.32C+ ATyACl1 /i/1 -14-1. utiv7 FAGmy Glig 65 72 tec"f- MAr,7-iV \'‘(//Y\P./ 61) SU 2sy/2 54.cws, 9570 SW Barbur Blvd Carl's Jr. 100880 ri Project Name Project dt Suite One Hundred 411 Portland, OR 97219-5412 Location Tigard, Oregon MILLERClient Leeka Architeture and Planning CONSULTING (503)246-1250 EMH IYV 3/22/11 !c� ofd Pay. %A-VW By Ck'd Date Page . . ' . '• ' - -hiuz.,lia,ila----- - - - 1. SEE SHEETS S-2 .& S-3 FOR GENERAL NOTES AND TYP.-DETAILS. _ SIMP MSTC28 AT PLATE SPLICE 2. TYPICAL ROOF SHEATHING: Crl 44 --. 42 e cc / c4 co 6 5-3 3/4" WOOD STRUCTURAL PANEL ._ CU E.1 ,r g c E v:1,1 E o 48" oc SPAN RATING c 9 ,. Alilk Mk CANOPY (DESIGNED BY OTHERS) B.N.: 8d at 6" oc EDGE BLOCKING NOT REQUIRED (t) r.: ,--i - 1111Y MY/ E.N.: 8d at 6" oc 18 BUT USE PLYCLIPS AT MIDSPAN E •5 21 S i 33 c TYP. * WOOD s8TdRuact T.12P"ANoEc ORFMUTNOSUIPBPCORTATEBDLEE2D3G0E6S.4.1 C /a . - o LS TOWCONFO ra -5 0 0 Aillk 3. 0 INDICATES SHEAR WALL. SEE Mk FOR SCHEDULE. ALL NAILING APPLIES FULL HT AND Wili LENGTH OF WALL, U.N.O. = '1' = = in SIMP MSTC28 AT PLATE SPUCE 19 ley Ek END AT t..) / 8 I6x10 HDR 6x10 HDR CO) to , TOWER WALLS ilk WY 4. SPLICE LEDGERS OF TYPICAL EXTERIOR WALLS PER DETAIL 19 U.N.O. IF a) oa ..0 a 1). .no / \ . I . z 6x10 5. S.P.N. = SOLE PLATE NAILING. USE 16d COMMON AT 16" oc, U.N.0 1231 I I 1 13 6x12 HDR Ell i . 6x10 o 6x10 ' El LI 6. INTERIOR NON-BEARING WALL HEADER SCHEDULE < -EL N. 7 RD 0 0 ORD -u) / \-- 10 PSF HEADER SPAN HEADER SIZE C - RDO 0 ORD rx c:. = 1 4'-O" 4x4, (2) 2x4 111 :1-?; 6 a. cn z 0 6'-0" 4x6, (2) 2x6 1-:0 0)Lu 1 6 o d 7/- DOUBLE 12.5K DRAG TRUSS OVER .E LLI .4F; OZ (0 REF. DETAIL 8 FOR TYPICAL HEADER FRAMING SHEARWALL UNDER TOWER WALL - //- DOUBLE TRUSS / EF DOUBLE TRUSS -- a. ...„. lim Milr. 19 -= AWNING (DESIGNED BY OTHERS) 7. FRAME ALL OPENINGS & EQUIPMENT PLATFORMS AS DETAILED ON SHEET A-7 AND MECHANICAL DRAWINGS. 8. SOLID SAWN 4x WINDOW & DOOR HEADERS MAY BE SUBSTITUTED CLIENT --- ...., . ... c WITH SPACED DOUBLE 2x HEADERS OF THE SAME DEPTH. TYR MANUF. ROOF TRUSSES AT 32" J n - - = oo x (0 BEAMS MAY NOT BE SUBSTITUTED WITH DOUBLE 2x BEAMS U.N.O. 0 N.- <1> NON-BEARING 20 O.C. (DESIGNED BY OTHERS) a) u-,. c,i - 9. r-**------- PSF INDICATES SNOW DRIFT LOAD iX co S-3 0 -___ 4111 EF --\ _ ___ 4 _ co ,.. FRAMING NOTES 1. JOIST LAYOUT AS SHOWN ON THIS SHEET IS FOR 1 C\J 0 --I /-- 35 'SF -k ' k \ ,,,, , 35 PS': JOIST MANUFACTURER'S AID IN DESIGNING JOISTS X Z 0? . AND PREPARING JOIST DRAWINGS. THE SPACING 0 0 C•I CO (..-- -....,..,_ la: •• / 4 / 0 -\Y1 SHOWN IS CRITICAL AND MUST BE ADHERED TO. CDs co (i) co c., ,.. ( 1 s 4-14 11.0 2. SPECIALLY LOADED ROOF JOIST FOR MECH OR NC --I ..-----"------ ------ ex OTHER SHOULD NOT BE PART OF TYPICAL JOIST c5,. =-2 8 I 6'-0" J 0_ S ..., / I I 1 6'-0' co .• ,0 SPACINGS TO MAINTAIN PLYWOOD SHEATHING LENGTHS, UNLESS THEY FALL EXACTLY ON A 32" o.c. SPACING L.L. In / --(TF\\ MODULE. I2 -j PROJECT AC-1 HVAC UN T -/ AC-2 HVAC UNIT 7 \ =j) 3. PARAPETS SHALL BE DESIGNED AS A PART OF THE >- DBL TRUSS UDDER TRUSS SYSTEM UNLESS OTHERWISE DETAILED. a c, < ix TOWER WALLS . n 4. APPROVED FINAL JOIST DRAWINGS SHALL BECOME ‘,5) F, = u., --`. ... ...., .c. j 0_ ' PART OF CONSTRUCTION DOCUMENTS. - .0 cp Z („,, I X -J <Jo v) / 5. TOWER FRAMING AND MECHANICAL LOADING SHALL BE / CONSIDERED IN THE JOIST DESIGN. vi 0 w DC .. tf) u i II %a 6. ROOF DESIGN LOADS: " ' 0 g2. > i 7.-,, 7- MAZ EUNUI' 7iV S-4 FLAT ROOF: D.L. 15 PSF 6 L.L. 25,0 PSF TOTAL 40 PSF - c, CL w P CANOPY (DESIGNED BY OTHERS) -'\ ....._,J El 7. SEE SHEET S-3 FOR ADDITIONAL FRAMING INFORMATION. •1( ce V) • fthitit i C3 El 4XPr) 114' . 7 ta 19 1 k..10 KM-515M = so 1- ,2\ EF rt (0 0 6 S 4 i- 1 1 kw..--4/ ...w. . ire at - KMD-850 -\ . S-4 , TYP. 1i : rAi E3tox 1.1t1xo ROOF JOIST LAYOUT NOTES 2 co c DRAWZING TITLE‹ o: \Ns'NN, RD 0 0 uRD zo i :11 r r--- 30 PSF - RD 0 0 ORD 7 0 MK. MATERIAL SHEAR WALL SCHEDULE SILL NAILING WALL NAILING CL 5/8" APA RATED 8d at 6" o/c E.N. , 16 at 6" o/c Z ID I I • Er-6a1 NOR 1 6x10 1-IDR -El-- _____41 6x 0 HDR 4 SHEATHING (OSB) 5/8" APA RATED 8d at 12" o/c F.N. 8d at 4" o/c E.N. 16 at 6" o/c • are SIM. EA. END 8 WY SIMP MSTC28 AT PLATE SPLICE 19 /• 21 fig 6x12 HDR 3ELOW a 8 SIMP CS16x2C-0" FULLY NAILED OVER SHT'G AND INTO 4X BLK'G BELOW TOWER ROOF PLATFORM IMF \_ SIMP CS16x6'-0" AT 6" BELOW LOW PARAPET. ANIL TO FACE OF SHT'G AND INTO 4X BLK'G BEHIND 4 SHEATHING (OSB) A 5/8" APA RATED ,, 8d at 12 ofc F.N. N9 SHEATHING WSB)*i, 16 at 2" o/c 8d at 3" o/c E.N. SHEATH BOT SIDES OF WALL 8d at 12" o/c F.N. < CC U.. U... S-3 Wm Mr PER 12/S-4 0 .. Aft * USE 3x SILL PLATES 0 Mgr EA. END AT ** 3x FRAMING SHALL BE USED AT ALL ADJOINING SHEATHING EDGES CC TOWER WALLS & NAILS SHALL BE STAGGERED CANOPY (DESIGNED BY OTHERS) SIMP MSTC28 AT PLATE SPLICE NOTES for CONVENTIONAL SHEAR WALL CONSTRUCTION & REVISIONS r19- I1. NAILS FOR SHEATHING TO BE COMMON. C\I ....z3j .- 2. NAILING APPLIES AT ALL STUDS, PLATES & BLOCKING. z 3. PROVIDE E.N. TO STUDS OR POSTS AT HOLDOWN LOCATIONS. - 0 4. USE 2x STUDS AT 16" oc AT ALL SHEAR WALLS, U.N.O. 5. SEE PLANS & DETAILS FOR SPECIAL ANCHOR BOLTING. C/) 6. BLOCK ALL EDGES CC 7. REFER TO DET. 6/S-2 FOR TYPICAL SHEARWALL CONSTRUCTION. W > W CL. : ROOF FRAMING PLAN SCALE5 SHEAR WALL SCHEDULE 3 E. -..-.--.....------- 1/4.=1-0* STAMP -----....-- 0 ki\-- - , ... -- . . .01,LCT tikit (2) SIMP A35 TOP & BOTTOM ii-DBL/TPL TOP +/- --Ar- ROOF SFIT'G CONT. 1 \ \ / i I- ''' kp PROf , 4x6 BLK'G W/ (2) -\\ OF KING STUDS (REF (REF +/- SPLICE DETAIL) OVER BLK'G TOP PLATES--) $ ttr / \ o...:„0, 7 14° G. C' i X X 'CC:olive tee / SIMP A35 EA. END SCHEDUlf,) LAG BOLTS / -- , 204 LAG BOLTS 1 I • I .. CC 4, r SIMP H1 AT ALL STUDS ,4 1/2" DIA. x 6" LAG 1/2" DIA. x 6" LAG it ) , c... 4c," .0 t* CL " t BOLTS AT 16 . . " 0 C '1 ..4._ BOLTS AT 16" O.C. SUPPORTING CANOPY BRACE BOTTOM PLATE .• POST FULL--> <-- POST FULL W X ''' ...,... SIMP A35 ... .' °. HT. SEE \ / / \ HT. SEE '9 ---.9 - ..,..,.., 10d AT 4" O.C. 7 . CANOPY BRACE CANOPY BRACE SIMP A35 AT EA. \ PLANS 0 r't'/IR .3.1' PLANS 0 *1/, ..„......_„, Y 2 HEADER PER PLAN ri• END OF 6x6 BL('G , STUDS PER •** ** .° ' JOINING \ \ > TYP. ROOF ---> z • ROOF TRUSS ) I I I 111111 I ti\--.. - PLAN & GENERAL NOTES TYP • . •• .• EDGES - USE N ? TRUSS SEE PLANS FOR HOOD LOAD. Nr, 1.--; 470. • • 3x MATERIAL 0 1 EXPIRES: 6-30-2012 I TRUSS ENGR. TO CHECK FOR ....-- tt-___ ' WHERE CAI I FD ,i___ \ \ R . . ' SIMPSON DTC j( 0 r --,--,-----.:---------al FLAT 4x6 x S-0" -/ CI: L/ JACK STUD (1 MIN) - SIMP LCE4 TYP FOR IN CLIP AT 48" oc- BOTTOM CHORD ADEQUACY. 2x4 DIAGS - - 1 - W DATE: 4-22-2011 KING STUDS PER SCHEDULE SHEAR WALL ' #8 SELF TAP SCREWS ---NN I-4C-------(2) ROWS OF 16d NAILS AT 74\ / CI) BLK'G AT 'Hi' TIES I (2 MIN) ) SCHEDULE \ ID 48" oc, - ('" AT TOP TRACK BLDG. 12" OC TYP E 7 STAGG. / - (FASTENER TO CO INTO < SUBMiTTAL 0 -....., r•""" CENTER OF VERT. SLOT) CID DATE: V 1 5/8" HOLD TO ® T-• \ s6lxki6P K'G W/ 2 BL ( ) A35 R END OTHERS CANOPY DESIGNED BY SIMP A35 PER SCHEDULE L, ..---------BUNDLED STUDS PER ' CANOPY DESIGNED BY --/ OTHERS / PRE-MFG. BLOCK ALL EDGES 5/8"0 AB's 7 FACE OF TRUSS Z 0 0 3/8" THREAD RODS 1 _y/1 .---- SCHEDULE (2 MIN) PLYWOOD SHIM 7Z. TRUSS PER SEE FOUND. 1 ORDER I KITCHEN1 w/ BRACKETS PER HOOD PLYWOOD SHIM AT R LAG WINDOW SILL PER AT EA. LAG PLAN \ "1-i. C./) BID DATE: NOTES for SIDE SIDE MANUFACTURER SPECS. / i . _....=.7 SCHEDULE SPACING HOOD FRAME > = Ix-- \ MIL. STUDS AT LLI CK[ NO.: - HOLDOWN; ROT. TRACK w/ > 1 PRE MANUF. TRUSS OPENING # OF KING WINDOW A35'S NOTE: HILTI X-U27 © 16" oc KITCHEN FRYER WALL ARCH. NO.: 1075 >' PER PLAN WIDTH (FT) STUDS SILL STUDS REQ'D REF 10/5-4 AND 12/5-4 - At- WHERE it \ 1 Z INDICATED VO, - FOR INFO. NOT SHOWN AL ----1,1"--- - <5' 2 1 NO ON PLANS . t' j 1-- j 1 F.F. 0 SCALE: AS SHOWN LI ;•.- 1,k.4• 0 SHEET 5'57'<91 3 2 YES I 0 . - >9' 4 2 YES SHEAR WALL WIDTH i Ne S-2 SCALE: SCALE: SCALE: I SCALE: SCALE: SCALE: - HOOD ATTACHMENT 1 0 CANOPY FRAMING 9 TYPICAL HEADER FRAMING 8 CANOPY FRAMING 7 TYP. SHEARWALL 6 METAL FRYER WALL 4 NONE NONE 1 NONE I NONE NONE NONE --1-- / 2x PROGRESSIVE BLKG for CLC. JST. SPANS OVER 14'-O" 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR 13ALL WOOD TRUSSES SHALL COMPLY WITH IBC SECTION 2303.4, EXCEPT AS OTHERWISE NOTED. TRUSSES SHALL NOT DEFERRED SUBMITTALS c c N Lo E 3 2x STUDS 0 16"oc ) COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING EXCEED A TOTAL LOAD DEFLECTION OF L/360. TRUSS MANUFACTURER SHALL FURNISH COMPLEIL ENGINEERING SHOP C °' N "- E 1E8 n THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION DRAWINGS WITH A REGISTERED PROFESSIONAL ENGINEER'S SEAL IN THE STATE THAT THE PROJECT IS BEING CONSTRUCTED. E a `i FROM THE ENGINEER BEFORE BEGINNING THE PROJECT, THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, DESIGN DRAWINGS, _� a =.2 - - E.N., TYF. ). �"` 2x CLG. JST. SHOP DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE JOB SITE, AND SHALL INCLUDE, o o �, w/ (3) 16d per STUD CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE AT A MINIMUM, THE INFORMATION SPECIFIED IN IBC SECTION 2303.4.1. METAL-PLATE-CONNECTED WOOD TRUSSES SHALL PRODUCT DATA AND SHOP DRAWINGS. DESIGN SHALL BE PREPARED BY A - '� Q a) - COMPREHENSION THEREOF. ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY BE MANUFACTURED AND DESIGNED AS REQUIRED BY TPI 1-2007. EACH MANUFACTURER OF TRUSSES USING METAL PLATE SPECIALTY STRUCTURAL ENGINEER AND SUBMITTED TO THE ARCHITECT/ENGINEER -0 w 61 - -�-- 2x FIRE BLKG \/•\ /\//1\ CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE CONNECTORS SHALL RETAIN AN APPROVED AGENCY TO MAKE UNSCHEDULED INSPECTIONS OF ALL TRUSS MANUFACTURING FOR REVIEW. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: 4 BN: BOUNDARY -� J STANDARDS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY AND DELIVERY OPERATIONS. SHOW CLEARLY ALL BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CEILING JOISTS C� 16"oc NAILING /\, \/ ,/ REGULATIONS DURING CONSTRUCTION. CONNECTIONS. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS OF THE WOOD MEMBERS. THE TRUSS It PREFABRICATED WOOD TRUSSES - FN: FIELD 0 ., A /\ \ , ,,, MANUFACTURER SHALL SUBMIT CERTIFICATES FROM AN INDEPENDENT TESTING COMPANY THAT ALL TRUSSES DELIVERED TO AWNINGS v 2x LEDGER 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY THE JOB SITE CONFORM TO APPROVED SHOP DRAWINGS. COST OF ALL TEST CERTIFICATES SHALL BE BORNE BY THE w/ (3) 1 Ed per STUD NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL TRUSS MANUFACTURER. ROOFTOP ICEMAKER CONDENSORS a,,,, c 2x STUDS © 16"oc )• NAILING V / \ / PROVIDE ALl METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND - / / OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE 14ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE NOTED ON (2) COPIES OF THE SPECIALTY STRUCTURAL ENGINEER'S (SSE) DESIGN AND SHOP ;° `4EN: EDGE 1\1.\ /1 r% /\ PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED THE DRAWINGS. THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE: DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD (EOR) Q aw EN., TYP. ) NAILING AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR FOR REVIEW AND APPROVAL VIA A LETTER OF COMPLIANCE. EOR SHALL PROVIDE Q. 2x FIRE BLKG 2x CLG. JST. ,HANG FROM LDGR. \ \/ USE 3x4 FLAT or WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE 6p NAIL7 : 0.113 INCH DIA. X 2 INCHES LONG WIN MIN. HEAD DIA. 17/64 IN. SHOP DRAWING STAMP STATING COMPLIANCE WITH PROJECT STRUCTURAL DESIGN < f o w/ SIMPSON U JST. HNGR. for 2x4 VERT BLKG at CONTRACTOR'S EXPENSE. 8D NAIL: 0.131 INCH DIA X 2 INCHES LONG WITH MIN. HEAD DIA 9/32 IN. " °' RAFTERS or EDGE JOINTS WHERE CRITERIA. THE STAMP SHALL STATE "APPROVED WITH NO EXCEPTIONS". > Z SPANS OVER 14'-O" TRUSSES, TYP. 100 NAIL: 0.148 INCH DIA. X 3 INCH LONG WITH MIN. HEAD DIA. 5/16 IN. o BLK'D DIAPHRAGM 3. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED y 0 CEILING JOISTS Q 24"oc CALLED OUT. HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABIUTY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, 12D NAIL: 0.148 INCH DIA. X 3 1,4 INCHES WITH MIN. HEAD DIA. 5/16 IN. W aco LLI 2 -O MIN. WIDTH SEE DETAIL 'A'. ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE 160 NAIL: 0.16?. INCH DIA. X 3 INCHES WITH MIN HEAD DIA. 11/32 IN. o 1 STRUCTURAL ABBREVIATIONS c z II PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT �, w g PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER. NAILS AND STAPLES SHALL NOT BE g ami N,1 TYP. CEILING JOISTS to SCALE: 2 NOTES: OVERDRIVEN. AB ANCHOR BOLT o L1 1. RUN LONG DIMENSION OF PLYWOOD ACROSS 4. CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO PLACE ADDL ADDITIONAL U a BALLOON FRAME WALL NONE NAILING SCHEDULE AFF ABOVE FINISH FLOOR (PERPENDICULAR to) TRUSSES AND RAFTERS. THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE - -- -` -- ARCH ARCHITECTURAL 2. STAGGER END JOINTS 2'-O" MINIMUM. CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR), OR ASTM D1557CLIENT O 3. BOUNDARY NAILING APPLIES TO PERIMETER LUMBER BLDG BUILDING (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY THE BUILDING " BLKG BLOCKING h PLATE LINES, CHORDS, TIES, AND AS CALLED BOTTOM (BOT) PLATE (PL) TO DECKING/JOISTS, 16D AT $ O.C. O OFFICIAL COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES SHALL COMPLY WITH PROVISIONS OF AN BOT BOTTOM TOP PLATES TO HEADER w/ 16c FOR ON PLANS AND DETAILS. FACE NAIL I` APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE 2500 POUNDS PER SQUARE FOOT (PSF). FOOTINGS CJ CONTROL JOINT at 6" oc (TRIPLE PLATE WHERE 4. SEE PLANS FOR NAILING. TO BEAR ON SOIL PER SOILS REPORT DATED 4-21-11 BY GEOCON NORTHWEST, INC. CJP COMPLETE JOINT PENETRATION O 5. ALL JOISTS AND RAFTERS SHALL BE LAID OUT BOT PL/TOP PL TO STUDS, END NAIL (2) 16D AT 2X4 TRUSSES ARE BEARING) CL CENTERUNE IN A 4'-0" MODULE TO COINCIDE WITH PLYWOOD. (3) 16D AT 2X6 Q 6. SEE DETAIL 'B' FOR FRAMING WHERE PLYWOOD 5. DESIGN LOADS: LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED. THE FOLLOWING ARE THE DESIGN CLR CLEAR JOINTS ARE OFFSET DUE TO RAFTER OR JOIST REQUIREMENTS: CONCRETE MASONRY UNIT 8" SIMPSON ST6236 STRAP BUILT-UP/DOUBLE (DBL.) STUDS, FACE NAIL 10D AT O.C. COL COL COLUMN N W LAP SPLICES. STAGGERED AT HDR SPLICES U.N.O. A) DEAD LOADS: ROOF = 15 PSF CONC CONCRETE J yr OR RUN HEADER CONTINUOUS EXTERIOR WALLS = 18 PSF CONN CONNECTION -J 1 OVER POST INTERIOR WALLS = 8 PSF DBL. TOP PL, FACE NAIL 100 AT 12" O.C. CONT CONTINUOUS 0 STAGGERED DBL DOUBLE Z X > pQ t I. .". .1 jr EN, TYP. BLKG EN TYP. B) OCCUPANCY CATEGORY CATEGORY II DBA DEFORMED BAR ANCHOR z �� DBL. TOP PL SPLICES, FACE NAIL (14) 100 EA. SIDE OF DIA DIAMETER 0 Q N C) ROOF LIVE: SNOW LOAD CONTROLS DESIGN CO IiDN DOWN , I JOINT DIM DIMENSION 0 m I�+. D) ROOF SNOW: PG = 12 PSF s CD PF = 25 PSF (MINIMUM 25 PSF ROOF SNOW) DBL. TOP PL CORNERS/INTERSECTIONS, (4) 10D STAGGERED DTL DETAIL 0 --, a-or MO RAFTER or 2x4 BLK w/ 1\ FACE NAIL DWG DRAWING E)WIND DESIGN : BASIC WIND SPEED (3 SEC) = 95 MPH Y TRUSS CHORD 16d ® 12 oc = 1.0 (E) EXISTING HDR. PER PLANS TO JOIST CONTINUOUS HEADER(S) (HORS.) TO STUDS, (4) 10D EA EACH - 'l 1W EXPOSURE _ B TOE NAIL EL ELEVATION PROJECT DETAILDETAIL ®___ INTERNAL PRESSURE COEFFICIENT GCPI = +/- .18 EQ EQUAL >- SIMPSON PC44 CAPTOP PL TO HDRS, FACE NAIL 16D AT 16" O.C. EW EACH WAY co <C F)SEISMIC DESIGN: IE = 1.0 EXT EXTERIOR Q N SS = 0.958; 51 = 0.342 JOIST TO DBL. TOP PL/SILL PL, (4) 10D FIN FINISH 6 Z C' 4x6 POST SITE CLASS = 0 TOE NAIL FLR FLOOR INz 0 = _�_ SOS = 0.71; SD1 = 0.39 FFOUNDATION SEISMIC DESIGN CATEGORY = D BLOCKING TO STUDS, TOE NAIL (2) 1OD FIG FOOTING w U NGA GAGE OTES: RESISTING SYSTEM = LIGHT FRAMED SHEARWALLS 1. DOUBLE TOP PLATES MAY BE USED IN LEIU OF TRIPLE PLATE IF DBL STUD IS SUPPLIED CS = 0.110 GALV GALVANIZED w �� ix Z - z UNDER EA. TRUSS. R = 6.5 JOISTS TO BLOCKING, END NAIL (3) 16D1-2 0 U O PROCEDURE = ASCE7 EQUIVALENT LATERAL FORCE GLB GLUE LAMINATED BEAM W U a. La STUDS TO HDRS END NAIL GWB GYPSUM WALL BOARDcr SCALE: SCALE: (6) 16D AT 4X6/4X8 HT HEIGHT = ~ Cr HEADER/POST DETAIL NONE 22 TYP. PLYWOOD DIAPHRAGM NONE 18 6. CONCRETE SHALL BE 3000 POUNDS PER SQUARE INCH (PSI) MINIMUM AT 28 DAYS. MIXING, PLACING AND CURING OF (8) 16D AT 4X10/4X12 HORIZ HORIZONTAL 3 z O CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, ACI 318 AND IBC CHAPTER 19. ALL HSA HEADED STUD ANCHOR Y CONCRETE SHALL HAVE MAXIMUM W/C RATIO 0.45, EXCEPT FOOTING SHALL BE MAXIMUM OF 0.50. ALL EXTERIOR HDRS TO CRIPPLE STUDS, TOE NAIL (4) 10D HSS HOLLOW STRUCTURAL SECTION E1 Q I") P 4'-O" min. CONCRETE SLABS SHALL HAVE 5% +/-1% AIR ENTRAINMENT. ALL CONCRETE WITH REINFORCEMENT TO HAVE NO CHLORINE ID INSIDE DIAMETER a 1- M .,,,:o_ / / OR CHLORIDES. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5A INT INTERIOR w I_ 0 z - SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE K KIP(S) Q cc r- 1- 16d 0 16"oc LARGER IN OUTSIDE DIMENSION THEN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER NAIL-LAMINATED BEAMS, FACE NAIL 16D AT 8 O.C. KSI KIPS PER SQUARE INCH SMPSON CSI STRAP BTWN. SPLICES THAN THREE DIAMETERS ON CENTER. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING STAGGERED W/ (3) L ANGLE g=_-----„- =�-r-= =_1 rL F,4 iii, CENTER OVER SPLICE TYP. at PLATES CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPUTUDE PER ACI 318 11.6.9. 16D AT EA. END LLH LONG LEG HORIZONTAL DRAWING TITLE �d LLV LONG LEG VERTICAL `,� 7. ALL NON-SHRINK GROUT SHALL BE NON-METALLIC GROUT CONFORMING TO ASTM C1107, AND SHALL HAVE A SPECIFIED BLOCKING TO TRUSSES/JOISTS, TOE NAIL (4) IOD LONG LONGITUDINAL T MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. PRE-GROUTING OF BASE PLATES IS NOT PERMITTED. MAX MAXIMUM I I I I r I I I I I JOISTS LAP SPLICES OVER DBL TOP PL (4) 100 FACE NAIL MIN MINIMUM W Z I I I I ; $. ALL REINFORCING STEEL (RESTL) TO BE DEFORMED BARS PER ASTM A615 OR A706 GRADE 60. ALL WELDED WIRE MIR MIRROR � O�-- ' FABRIC SHALL CONFORM TO ASTM A185. UNLESS NOTED OTHERWISE, SET MAIN RESTL 3" FROM EARTH AND 2" FROM END/BAND JOIST TO JOISTS END NAIL (3) 16D MISC MISCELLANEOUS e2 4ikk SIMPSON CS16 at FORMED SURFACES. BAR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS. NIC NOT IN CONTRACT 0 CORNER wf (14) $d PROVIDE 2'-6" X 2'-6" RESTL OF SAME SIZE AND SPACING AS HORIZONTAL FOR ALL CORNERS FOR #5 AND SMALLER. SAWN LUMBER DECKING NTS NOT TO SCALE Z 0 CI HEADER #o EACH HEADER - SIDE of STUD or MULLION SET ALL ANCHOR BOLTS AND DOWELS BEFORE POURING CONCRETE. ALL REINFORCING STEEL TO BE WELDED SHALL BE (N) NEW _..1 W ,J F'"�---._ ____ PLATE6SPLCE BELOW EACH SPLICE ASTM A706. USE MINIMUM 30" LAP FOR #4 BAR AND SMALLER UNLESS NOTED OTHERWISE (LINO). USE MINIMUM 36" 2 X 6 TONGUE AND GROOVE (2) 16D GALV. FACE NAILS OC ON CENTER < 'A34' HEADER - FULL HT, POST OPP OPPOSITE %% -"- �j to HEADERS I I PL PLATE(BOTTOM BREAK) LAP FOR #5 BAR UNO. ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR AND (1) 16D GALV. TOE Cl) to POST w/ 2x TRIMMERS NAIL EA. COURSE AT EA SUPPORT. PSMS PANCAKE-HEAD SHEET METAL SCREW D Z W APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED PSi POUNDS PER SQUARE INCH ~ 0 CONCRETE STRUCTURES," AC1 315. SHEATHING PSF POUNDS PER SQUARE FOOT 0 U 9. ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR/LARCH (DF/L), 11 UNLESS NOTED OTHERWISE. ALL ROOF 8D AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND ROOF EDGES AND 12" O.C. AT PT PRESSURE TREATED W ALL INTERMEDIATE SUPPORTS. QTY QUANTITY CC CL JOISTS, PURLINS, AND GIRTS TO BE DF/L #2 AND BETTER UNLESS NOTED OTHERWISE. ALL BLOCKING AND RAD RADIUS I-' (f) NOTES: NON-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE AND BETTER. ALL WOOD PLATES IN CONTACT WITH CONCRETE OR REF REFERENCE CJ) 1. TRIPLE TOP PLATES REQ'D ONLY AT WALLS BEARING TRUSSES. REFER TO SHEET S-2. MASONRY SHALL BE HEM-FIR #2 PRESSURE TREATED UNLESS NOTED OTHERWISE. ALL PREFABRICATED METAL TIMBER FLOORS 10D GALV. AT 6" O.C. AT ALL EDGES AND INTERMEDIATE SUPPORTS. REINF REINFORCING 2. DOUBLE TOP PLATES MAY BE USED IN LEIU OF TRIPLE PLATE IF DBL STUD IS SUPPLIED CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR NAILED AS INDICATED BY MANUFACTURER, UNLESS NOTED REQD REQUIRED '14" LINER EA. TRUSS. OTHERWISE. ALL CONNECTORS, HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER MANUFACTURER'S WALLS 8D AT 6" O.C. AT ALL PANEL EDGES AND AT 12 O.C. AT ALL INTERMEDIATE FRAMING REV REVISED, REVISION "r • t - ,-. `;.- _.s'}d MEMBERS. RO ROUGH OPENING REVISIONS SCALE: RECOMMENDATIONS. SILL PLATE TO BE ANCHORED TO FOUNDATION WITH 1/2" DIAMETER HOT DIPPED GALVANIZED ANCHOR CU SCALE: TYP. TOP PLATE SPLICE at SECT SECTION TYP. CORNER HEADER CONN. I 23 19 BOLTS AT 4'-0" O.C. MAXIMUM UNLESS NOTED OTHERWISE. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. GYPSUM WALLBOARD TYP. AT 1/2" GYP - 5D COOLER OR WALLBOARD NAILS AT 7" O.C. AT ALL FRAMING SHT SHEET CV NONE EXTERIOR & SHEAR WALLS NONE OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. ALL BOLT HEADS OR NUTS BEARING ON WOOD TO HAVE MEMBERS. SMS SHEET METAL SCREW Z STANDARD WASHERS. BOLT HOLES IN WOOD SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN T/SHT'G SS STAINLESS STEEL THE BOLT. ALL LAG BOLTS SHALL HAVE PILOT HOLES AS PER SECTION 11.1.3 OF THE NATIONAL DESIGN SPECIFICATION PER ARCH FOR WOOD CONSTRUCTION(NDS). REFER TO SECTION 11.1 OF THE NDS FOR ADDITIONAL INSTALLATION INSTRUCTIONS OF MEMBER 5/8" GYP - 6D COOLER OR WALLBOARD NAILS AT 7" O.C. AT ALL FRAMING STD SEL C%) DOWEL-TYPE FASTENERS. ALL SHEATHING SHALL BE APA RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY SQ SQUARE CC PRODUCT STANDARDS DOCUMENT PSI AND DOCUMENT PS2. TYP. AT (2) LAYERS 5/8" GYP. - 6D COOLER OR WALLBOARD NAILS AT 9" O.C. SIM SIMILAR W -,--N BASE PLY AND 8D COOLER AT 7" O.C. FACE PLY. T&B TOP AND BOTTOM >• 15/32" (1/2" NOMINAL) SHEATHING TO BE C-D WITH SPAN RATING OF 32/16. TSG TONGUE AND GROVE W • 19/32" (5/8" NOMINAL) TO BE C-D WITH SPAN RATING OF 40/20. #6 - 1 1/4" TYPE S OR W SCREW MAY BE SUBSTITUTED FOR GIVEN NAILS IN ALL TOC TOP OF CONCRETE • 23/32" (3/4" NOMINAL) SHEATHING TO BE C-D WITH SPAN RATING OF 48/24. GYPSUM WALLBOARD. FOR MULTIPLE LAYERS OF GYPSUM WALLBOARD, SCREWS TOS TOP OF STEEL CL. REQUIRE 3/4" MIN EMBED INTO WOOD MEMBER. TOF TOP OF FOOTING i-____- -,r-Y..��_I-. \ ALL SHEATHING WALLS AND/OR SHEAR WALLS TO HAVE 2X BLOCKING AT PANEL EDGES UNLESS NOTED OTHERWISE. SEE TOW TOP OF WALL �� " "� "r "" STAMP NAILING SCHEDULE. TYP TYPICAL 1µu C T ilkq 15.NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, 5 i Elt ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFINGLINO UNLESS NOTED OTHERWISE ARE BEYOND F'- EQ Of I � -1.-- 10.GLUE LAMINATED BEAMS SHALL BE 24F-V4; DF/L, EXCEPT CANTILEVERED OR CONTINUOUS BEAMS TO BE 24F-V8, THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. VERT VERTICALIT (rte `�,'�`L i. ti 4ti fsIJ' TRUSS PER PLAN - t COMPRESSION PERPENDICULAR TO GRAIN TO BE 650 PSI, DRY USE (MOISTURE CONTENT LESS THAN 16% IN SERVICE J , '`' CONDMONS INDUSTRIAL GRADE, 2 COATS OF SEALER THAT BOND TO THE SURFACE OF THE MEMBER, WATERPROOF GLUE, I6.SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WTTH IBC SECTION 1704 ON THE ITEMS AS NOTED IN THE MATRIX W/O WITHOUT ,`�+ 21 SIMP. STC CLIP AT 24 O.C., SLOT UP, _ )� , WF WIDE FLANGE 0- (INSTALL NAIL MID HT. OF SLOT) AND IS MANUFACTURED AND CERTIFIED PER THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), ANSI/AITC A ON SHEET S-5. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDULING OF SPECIAL INSPECTION. IT , h •-''J n WP WORK POINT /f NON-BEARING WALL 190.1, ASTM 0-3737 AND CERTIFICATION STAMPED. CAMBER IS EQUAL TO A 2600' RADIUS BETWEEN SUPPORTS FOR IS THE OWNER'S RESPONSIBILITY TO PROVIDE SPECIAL INSPECTION BY A QUALIFIED THIRD PARTY, SUCH ASA TESTING WP WELDED WIRE REINFORCING t'� 011Et;E31�; ' SPANS OVER 24', OR AS NOTED ON DRAWINGS. NO WHITE SPECK PERMITTED. GLUE LAMINATED COLUMNS SHALL BE AGENCY REVIEWED BY THE ENGINEER. `� �© 4"'�i ,L-, WALL PERPENDICULAR TO ROOF/FLOOR FRAMING COMBINATION NO. 3. DF/L, INDUSTRIAL GRADE, AITC CERTIFICATION, DRY USE (MOISTURE CONTENT LESS THAN 16% IN C) `1'q 'TRY 2' ' �6 SERVICE CONDITIONS), (2) COATS OF SEALER. EASE EDGES ON GLUE LAMINATED BEAMS TO BE COMPATIBLE WITH STEEL 17.TESTING IS REQUIRED FOR THE ITEMS AS NOTED IN THE MATRIX ON SHEET S-5. IT IS THE OWNER'S RESPONSIBILITY l b G V AT CONNECTIONS. TO PROVIDE TESTING BY A QUALIFIED THIRD PARTY, SUCH AS A TESTING AGENCY REVIEWED BY THE ENGINEER. Z PLYWD EDGE NAILING PER PLAN 0 I EXPIRES: 6-30- 112 I T SHT'G 11ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NESTED ON DRAWINGS OR AS REQUIRED BY IBC 18.SHOP DRAWINGS FOR SPECIFIC PRODUCTS GENERATED BY SUPPLIER SHALL BE SUBMITTED FOR PREFABRICATED R ARCH JOISTS TRUSSES. DRAWINGS SHALL BE TO SCALE AND ACCURATELY INDICATE ALL PERTINENT ASPECTS OF THE ITEM(S) AND Q �-¢ -i - "'" X- x t I I I I I X SECTION 2303.1.8, (ACQ, CA-B, DOT) STANDARD U1 AND M4 FOR SPECIES, PRODUCT, PRESERVATIVE, AND END USE. METHOD OF CONNECTION TO THE WORK. INDICATE ERECTION AND TEMPORARY BRACING INFORMATION FOR CONTRACTORS DATE: 4-22-2011 - RETENTION AMOUNTS SHALL BE AS REQUIRED FOR AWPA USE CATEGORY STANDARDS FOR STRUCTURAL APPLICATIONS. FOR USE. CONTRACTOR SHALL REVIEW AND MODIFY AS REQUIRED FOR CONFORMANCE WITH DATE AND SIGNATURE ON ALL SETS W • ABOVE GROUND APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF OF DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER. SCHEDULE SUBMITTALS TO ALLOW SUFFICIENT TIME FOR REVIEW BLDG. 1 CA-@ BASED ON AWPA USE CATEGORY STANDARDS UC1, UC2, UC3A, UC3B. FOR GROUND CONTACT, FRESH WATER AND POSSIBLE RE-SUBMITTAL. Q SUBMITTAL TRUSS PER IMMERSION APPLICATIONS RETENTION OF 0.40 LBS PER CUBIC FOOT OF ACQ OR 0.25 LBS PER CUBIC FOOT OF CA-B DATE: PLAN, TYP. BASED ON AWPA USE CATEGORY STANDARDS UC4A, UC4B. FOR IN GROUND STRUCTURAL APPLICATIONS RETENTION OF 0.60 19.WHEREVER SHORING IS REQUIRED, LOCATE THE SYSTEM CLEAR WITHOUT OBSTRUCTION OF THE PERMANENT LBS PER CUBIC FOOT OF ACQ OR 0.31 LBS PER CUBIC FOOT OF CA-B BASED ON AWPA USE CATEGORY STANDARD STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. PROVIDE SHORING SYSTEM ADEQUATELY ANCHORED AND BRACEDZ TRUSS BLKG UC4B. FOR ABOVE GROUND, CONTINUOUSLY PROTECTED FROM UQUID WATER APPLICATIONS (SILL PLATE) RETENTION OF TO RESIST EARTH AND HYDROSTATIC PRESSURES. CONTRACTOR SHALL PROVIDE SHORING AND BRACING SYSTEM TO I 0 O 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA-B OR 0.25 LBS PER CUBIC FOOT BASED ON THE PUBLIC AND THE BUILDING, T PREVENT SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND PROTECT PERSONNEL, Cf) BID DATE: ACCORDANCE WITH IBC SECTION 2304.9.5. TIMBER CONNECTORS/FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED AWPA USE CATEGORY STANDARDS UC1, UC2. FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED MATERIAL SHALL BE IN / SUPPORTING STREETS, WALKWAYS, UTILITIES, IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF CC r___-,-_ -H---'__. X X MATERIAL SHALL HAVE PROTECTIVE COATINGS AS RECOMMENDED BY CONNECTOR/FASTENER MANUFACTURER. ALL TRIMMED EMBANKMENTS DURING CONSTRUCTION, AS REQUIRED. CKE NO.: - SECTIONS, CUTS, DAPS, OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WIN COPPER NAPTHENATE, IN r Q ACCORDANCE WITH AWPA STANDARD M4. FOR ADDITIONAL REQUIREMENTS, SEE IBC SECTION 2304.11 FOR PROTECTION ler 133 Z ARCH. NO.: 1075 - '` ~ SIMP. STC CUP AT 24" O.C., SLOT UP, ' " AGAINST DECAY AND TERMITES. 0 (INSTALL NAIL MID HT. OF SLOT) SCALE: AS SHOWN NON-BEARING WALL 12ALL LAMINATED VENEER LUMBER, ORIENTED STRAND LUMBER, GLUE LAMINATED LUMBER EXPOSED TO WEATHER AND 0 SHEET WALL PARALLEL TO ROOF/FLOOR FRAMING SUBJECT TO DECAY, SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR PRESERVATIVE MATERIALS, RETENTION RATES, AND END USE. LAMINATED TIMBERS SHALL BE PRESERVATIVE TREATED C3 L. IN ACCORDANCE WITH IBC SECTION 2301.11.3. �. S_3 SCALE: 24 NON-BEARING WALL ATTACHMENT SCALE: 20 NONE I NONE - ' . . Ap14-4,••••,•••.•••••••artags-4... ..7••••44,••---","•,-4.------= •.'•--,-44 1000# PER ARCH ---Ai- - WALL SHEATING ON DBL STUDS (AUGN W/ / TOWER WALL TYPE 'of PANEL EDGE NAILING PER -\ ---Ar- - 2x6 STUDS AT c c L...co ci, <> v DBL TRUSS BELOW) SHEARWALL SCHEDULE P. \ • SHORT TERM LOAD = 1000# SHORT TERM LOAD = 1000# „..., (1) esi .- E c E 4.gl. E 8 C c si cil ,83.(ei , ., 1 • -iig /— ra 2 c.i c.i •E 2 - , 16" 0.C., TYP. - Lu'c5; . < > •_• SIMP CS16x4I-0" I C 4, 74 -4-- - --/V-- / DIAPHRAGM NAILING SIMP H3 AT EA. STUD •,, 0,1 --5 • PER PLAN TYP. CONT. 2X BLK'G WTALLOWERSHrATLILNuGT.NypO.N0E. ---\ 2 co 0 - . WALL SHEATHING PER = (I) - . 16d AT 6* O.C. -- /:- SHEARWALL SIMP CS16 R - SHEARWALL SCHEDULE tvo TYPE 0.TYP., U.N.O. IL.t 2x4 BLK'G AT H3 EDGE NAIUNG END OF WALL 4-A0 -"• ,/ / . \ ler/-1 SIMP CS16x3I-0* FULLY -,- 4 NAILED INTO TRUSS & STUDS BELOW (CS16x4I-0" AT SIM.) 16d AT 4" D.C. -\ SHEARWALL EDGE NAILING --\\ •— 4 T r ROOF SHT'G • --;,. ..._. \ ' SIMP A35 l DBL STUDS -N I % -C.: ,pc 1,- 71 •••• 4 I• I T • i T • i 1 v. 'f, < re, WALL SHEATHING — 1 MIDPONT OF STRAP OCCURS 2X6 WALL STUD . 13. AT WALL TOP PLATE •‹-. rx -,„, /— TYPE /1•\ < E c, N \\.: I © 16* oc PANEL EDGE MILING PER 2x10 LEDGER W/ (2) > t- -• 1 .,. z • 4x4 BLKIG UNDER WALL -—V__ —± - SHEARWALL SCHEDULE TYP. 16d AT EA. STUD 7 ..-• Et 0 - 4 jkr--- ----An- - • 2x6 AT EA. STUD W/ . < • > 1.1.1 113. (1).-: IT - . . g 6 • SLOT SILL PLATE AND ROOF (4) 16d NAILS EA END - .• o ci L1J -45 oz SHT'G FOR STRAP PASSAGE \, .• - ..... ›-,...- , .• 1::, ea VA,I TRUSS MANUF. TO PROVIDE -/ ' • • . . —An - .' •. j E.' (-4„ c.0 .• -.c., —I a Lo VERT. WEB MEMBERS FOR ' • - Et- SIMP A34 0 EA STUD --r - '. 16d AT ROOF SHTIG -\ ._ STRAP ATTACHMENT _ 2x6 WALL STUDS 0 •• 4" D.C. .• surailatimasaa• NOTE: BEAM PER PLAN 1 16" oc . ._ CLIENT 0 1. REF 8/S-4 FOR CALLOUTS IN COMMON W/ HUC EA. END F7 .' • 2x4 CONT. W/ 10d ---- 1 1 1--1- 7 1 I T TTT -r ----' • IIIIIIIIIII • r, PANEL EDGE NAILING PER l' ' ''' AT 4* D.C. - LL = 125 plf .• .• .1 CD h.• SHEARWALL SCHEDULE DL = 120 plf 0) SCALE: SCALE: / SCALE: :..: N\\\*\, • .•.: TRUSS HOLD-DOWN DETAIL 21 SHEARWALL ANCHOR TO ROOF TRUSS NONE 1 17 WALL SHEATHING PER 1 TOWER ROOF TO WALL 5 ce NONE SHEARWALL SCHEDULE 6x6 CONT. BLKIG v NONE 0 • TYPE 0•TYP., U.N.O. 2x6 AT EA. STUD (2) ROWS 10d NAILS AT 12" D.C. —V- . C\I Ul -J / W/ JB26 HANGER ENTIRE LENGTH OF TRUSS - T-- 1 ..V., -I- 1 - /— ROOF SHEATHINh: \//1:-• CD '`' 1‹,... I _ 10d AT 4" O.C. PER PLAN 1 SIMP CS16 FULLY NAILED ' ' , --- T EA. STUD • .• .- Z x z OP INTO TRUSS & STUDS BELOW . 2x6 STUD WALL - I', ••• •.-. , MECHANICAL UNIT DBL OR SINGLE -1--- - - 0 0 C\J (NOTE: MIDPOINT OF STRAP _ -4' )/.. 1 I/ I 1 xki\ N X \I TRUSS PER PLAN - 0 CO CI) co --. % OCCURS AT WALL TOP PLATE) PANEL EDGE NAILING PER .1 (Cs SIMP L6T2 Ci .......„.1 ch 6" MIN SLAB AND FIG. SHEARWALL SCHEDULE MECH. UNIT CURB -- , - h . c) 1 - I . FROM GRADE PER ARCH-\ PAVEMENT-....., •'- ' F.G. -71 r=111,[11,114 ._.:- -</:-,- #4 CONT i ' I PER PLAN (4) 16d NAILS ROOF JOIST TO STUD, P. 2x4 AT EA. STUD W/ (4) 16d NAILS EA. END ' - i SIMPSON A34 AT - , EA. STUD •• PANEL EDGE NAILING PER SHEARWALL SCHEDULE DBL TRUSS PER PLAN ROOF SH I ' DESIGNEDTHING BY OTHERS - 6x6 POST UNDER ---'-4 TRUSS I hreliamiii- PROJECT >•• rzt .ct I _ 4 • .. .. 11-7-.-_-,111.7,-iirly • .:, PANEL EDGE NAIUNG 7 - /- 16d AT N x .• 'I 7-71 I IT-71 I 1-7+7 • . • 4 • . . . .eL. PER SHEARWALL SCHEDULE / 6" 0.C. - - - z 0 - I • ° • BEAM PER PLAN )0( t( X 1%.111 : ---r- "..2t .• II ILIL A , • . 4 PER ARCH •-• 4 • 4 . • . 4 . <1. • ' W/ HUC EA. END -------------7--17r 7 _. WALL BELOW V. LJ k-P 0 —I\r — —Al— . • . - ‹ SIDE OF MECH. UNIT CURB TO 4 CONNECT WALL STUD TO / BEAM W/ CS16x31-0" -17 SHEATHING PER SHEARWALL -\,- MIN. (4) SDS25412 SCREWS EA cc o 0 0 z — Z la SIMPSON HUC68 3" CLR I 5 A- 7 4 . A . 4. . '..1 2x4 CONT. W/ SCHEDULE TYPEO, ROOF ce 0_ Lii (MAX.) EA. END SEE FOUNDATION PLANS 10d 0 4" oc PANEL EDGE NAILIE PER SHEARWALL SCH. INTO BEAM OR L.J 1.- O i..) 6 Z 0 I ) 4x4 POST, TYP. NOTES: PLYWOOD SHEATHING PER SHEARWALL SINGLE LINE OF 4x6 BLK'G FOR ENTIRE LENGTH OF WALL MANUF ROOF TRUSS X. ..c cx V) . • BOTTOM OF FOOTING SHALL BE 18" MIN BELOW BOTTOM OF GRAVEL LAYER NOTES: SCHEDULE ON WALL BEYOND ...,- I- UNDER INTERIOR SLAB. 1. REF 12/S-4 FOR INFO NOT SHOWN ° v) Ni• ' '- . 2. REF 7/S-2 FOR CANOPY ANCHORAGE DETAIL C) m ,- I- D . , 1 .SCALE: SCALE: 4 ^ SCALE: MECHANICAL UNIT SCALE: I SCALE: TRUSS HOLD-DOWN AT HEADER DETAIL 22 EXTERIOR FOOTING AT TOWER 1 0 TOWER SUPPORT - PARALLEL ROOF JOIST 10 6 SHEARWALL TO TRUSS CONNECTION 2 NONE NONE NONE CONNECTION TO ROOF NONE NONE DRAWING TITLE (2) ROWS 10d NAILS AT 6" OC FOR PER ARCH X i FULL LENGTH OF DRAG TRUSS TOP \ , PANEL EDGE NAILING PER CHORD TYP --\ SHEARWALL SCHEDULE TYP. WALL SHEATHING PER IlE: TRUSS >< TRUSS 1\ \ >< \ ( Cr) - SHEARWALL SCHEDULE -J PANEL EDGE NAIUNG PER DBL TOP PLATE TYPE.0.TYP., U.N.O. ---/V-- SIMP. H3 R STUD 1/2" PLYWOOD W/ 10d AT 6' < 2x BLK'G 2x BLK'G BELOW SHEARWALL SCHED. 11P. \--ROOF SHEATHING PER 1/S-2 —Ary O.C. EDGES 12' D.C. FIELD PARAPET VERTS TO PARAPET VERTS TO i"- T/PARAPET ELEV. SHEARWALL EDGE ,,_ ._ 7 2x10 W/ (2) 16d AT EA. STUD BE BUILT INTO TRUSS 2x STUD IN BETWEEN BE BUILT INTO TRUSS M. ( 2x STUD IN BEEN W ,---- --- ---- PER ARCH. - NAILING r 2x10 AT 24* D.C. 0 I— 1 1 _Olbt T/ROOF ELEV. TRUSSES JACK TRUSSES . --II- • PRE-MANUFACTURED DRAG TRUSS --- 1 k 1 ___/ _...... 1 PERATAR4;i.o.c. -_:-.--g! SIMPSON A35 TRUSS VERTS.TRUSSPARAPET >< TRUSS \iez--->< vEJACRTKs.TRUSS PARAPET FASCIA PER ARCH. --(BY OTHERS) LOAD PER PLAN PANEL EDGE NAILING PER - PLYWOOD SHTIG --N2X6 WALL STUD > \-- SIMP HUS26 SIMP H3 AT R JOIST 0 16" oc ---N-- SHEARWALL SCHEDULE 1W. - - 1— is—---r--, , ----t----'--— i C\ EDGE NAILING PER SHEARWALL - i REVISIONS SCHEDULE TYP 2x6 AT EA. STUD W/ PARAPET SECTION PARAPET SECTION c I (4) 16d NAILS EA END ---- 7,--WALL SHEATHING PER SHEARWALL \ ., 2-2x PLATES at 2-2x PLATES at z SCHEDULE TYP • • . . - 2x6 AT 16* O.C. TOP OF PARAPET NI/ TOP OF TRUSS TOP OF PARAPET TOP OF TRUSS 0 de sle PARAPET VERTS \to PARAPET VERTS SIMP LTP4 AT 6" OC SIMP A34 @ EA STUD — •• • • .... . . •'<g) 7-2x STUDS @1 16" OC 4 2x6 WALL STUDS 0 1/2" PLYWD OR OSB AND STUDS 1/2" PLYWD OR OSB , '.} ' 1 AND STUDS Cl) 10d E.N. 0 6" oc. 1-- --:' 10d E.N. @16" oc. 'NA CC BEAM PER PLAN i 16 oc -- PLYWOOD SHEATHING PER 10d F.N. 0 12" oc. PARAPET 1 PARAPET , UJ 10d F.N. 0 12" oc. il I SHEARWALL SCHEDULE, ef, SECTION+ NI' IT SECTION+ NI, 4x6 BLKIG WI SIMP A35 W/ HUC EA. END 2x4 CONT. W/ 10d U.N.O. U.N.O. > . 'Lc. m TYPE 0 TYP. : ' < 2x6 STUD LAPPED TOP AND BOT. EA. END, TYP. _..±__ _ PANEL EDGE NAILING PER AT 4" D.C. g 12 . W SHEARWALL SCHEDULE 16d AT 16" O.C. *CD ' TO EA. TRUSS (STUD eL SIMP H8 Ek 4x6 POST ROOF DRAG STRUT TRUSS TO SCALE: 19 PLYWOOD SHEATHING PER 1 8: lc. LI L_ 2x BLOCKING for EXTENT SHOWN HATCHID) -CENTER ON TRUSS BLK'G si PANEL EDGE INTERIOR PARALLEL SHEARWALL NONE SHEARWALL SCHEDULE 6x6 CONT. BLKIG (..) LL., - -0-,- 1/2" OSB, BLK'D of ROOF SHEATHING W/ (4) 16d/TRUSS BAY ___,/,...__ 1/2" OSB, BLK'D STAMP im NAIUNG PER S-2 DIAPHRAGM NAILING ‘,00.1ci-iiitit TYPE<>TYP., U.N.O. 2x BLOCKING for EXTENT +— w/ 10d E.N. at 6" oc, : <"---- w/ 10d E.N. at 6" oc, PANEL EDGE NAILING PER 4 / 1...,-1 .._____ •-. PER PLAN ..- PLYWOOD SHTIG of ROOF SHEATHING W/ 12" oc F.N. RUN FROM 12" oc F.N. RUN FROM #1,7, SHEARWALL SCHED. \\07 J///r- PER PLAN - -%-- 2x4 AT EA. STUD W/ 16d AT 6" D.C. (4) 16d/TRUSS BAY \B.N.-\ , , BOIT OF TRUSS TO B.N. BOIT OF TRUSS TO = kJ I TOP OF PARAPET TOP OF PARAPET CC ,C... •Py (4) 16d NAILS EA. END ROOF SHEATHING 7 \---2-,fr .1C -•--2x L. PANEL EDGE NAILING PER <_ __4800 111;4 /ke(1 F E; , — — PER PLAN - f"----2x BLKIG w/ E.N. TYP. Cl- ••- ' 244; f 10d AT 4" 0.C. SHEARWALL SCHEDULE TYP. 1\1_ / , - 1/- 2x6 STUDS AT 16" 0.C., TYP. . _ I Pir DOUBLE TRUSS PER PLAN ...1 \ W , _ I/ I I 11..IL ci1 ,1 4,004RF,G0 ,44.1) , - 2x CONT. BLK'G PANEL EDGE NAIUNG PER / • - /- 16d AT 12" D.C. w/ 4-16d per BAY '4° G. SHEARWALL SCHEDULE ....„.„.... - <--- 2x6 STUDS 0 16" oc < 2x6 STUDS 0 16" oc Z • - ROOF SHEATHING (2) A35 AT (4) 16d NAILS ROOF ' - i SIMPSON A34 AT CONT. 4x4 BLKIG N1/ 2x CONT. BLK'G EA JACK TRUSS--N 0 I EXPIRES: 6-30-2012 2- 4x6 POST --NN I JOIST TO STUD, TYP. ' - EA. STUD HU44 EA. END w/ 4-16d per BAY '''. TO ROOF 2x4 AT EA. STUD W/ (4) ---------_____: -.., 0 saii—ii ---0.-----------,-=--------- i-73 TRUSS MANUF TO DESIGN I •4 __,///,//, LIS 16d NAILS EA. END • • - •• /-• 2x4 CONT. W/ - L23 A35 BOTTOM OF JACK TRUSS FOR 890# )6( < 80011> .. 4 (2:1 A35 BOTTOM OF W DATE: 4-22-2011 10d 0 4" oc . - . -11* SIMP CS16x3I-0" AT EA. STUD • _ A ' 4' EA. STUD TYP LOAD AS SHOWN TYP ' EA. STUD TYP (/) 7/ A BLDG. TOP AND BOTTOM < SUBMITTAL 0 ROOF TRUSS PER PLAN\ (CENTER ON ROOF SHEATHING) , - PANEL EDGE NAIUNG i SIMP H3 AT 7 - - 16d AT EA. TRUSS CO DATE: . ' to (PARALLEL OR PERP.) PER SHEARWALL SCHEDULE TRUSS PER PLAN JACK TRUSS AT 32" GC \--SHIM JACK ® DESIGNED BY OTHERS • - 16* O.C. ti/ ......›.,,,, ,,, I TRUSS LEVEL Z , _ ' 7 SIMP H3 0 EA TRUSS, TYP•-• SIMP H3 0 EA TRUSS, TYP .4 PERBRUSS ELV. SHEAR WALL BEAM PER PLAN --•-"-------1 -zz--- DBL TOP PLATES DBL TOP PLATES 0 ARCH. - I SLOPE TO MATCH G SEE PLANS SLOPE TO MATCH - CONNECT WALL STUD TO / PRE-MFR ROOF -- B/TRUSS ELEV. ROOF PITCH FOR TYPE ROOF PITCH 0' EEAIILV‘INIL C/) BID DATE: TRUSS PER PLAN PER ARCH. , - BEAM W/ CS16x31-0" CC - ' -sow .Aiw :wi HEADER sEimRpPs0ERN PLANHuc AT SIM FOR TYPE AWNING AS OCCURS, SEE ARCH. i 1:1 7, HANGER _ __N___ SHEARWALL EDGE PLYWOOD SHEATHING PER SHEARWALL W CKE NO.: - SCHEDULE, TYPE TYP., U.N.O. > NAIUNG 2x6 STUDS AT 16" oc ) 2x6 STUDS AT 16" oc ) (DESIGNED BY OTHERS) Z ARCH. NO.: 1 075 > ›- \- HEADER PER PLAN NOTES: -4- - --k--- 0 SCALE: AS SHOWN > 4x6 BLK'G W/ SIMP A35 - Ar- 1. SEE DET 12/- FOR TOWER ROOF FRAMING WHERE APPLICABLE. L" TOP AND BOT. EA. END, TYP. IL 0 SHEET NOTE: A 'N''..- 2x6 STUD WALL AS OCCURS 2. SEE DET 9/s-2 FOR CANOPY ANCHORAGE WHEN APPLICABLE. 2- REF 7/S-2 FOR CANOPY ANCHORAGE DETAIL - -V-- CD ..i,. S—4 1 • E I SCALE: SCALE: SCALE: SCALE: _ TYPICAL AWNING DETAIL WALL TIE AT ROOF 20 TOWER SUPPORT - PERPENDICULAR ROOF JOIST 12 TRUSS TO EXTERIOR WALL 8 TRUSS TO EXTERIOR WALL 4 SNONE: NONE II 24 NONE NONE NONE . , . • . „ . ,. , .. 715 X r=la c c LNi LL) ,b .- ci) F.zrA B - SPECIAL INSPECTION PROGRAM c E -t. ,N 0,E c° _ c c i 79, ,,,, 2 oci 2 )C)„ TABLE 1F.. . 5 U) c REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS C , 4a - , ...... 0 ro .5 Q INSPECTION 0 2 ca n CO - SYSTEM or MATERIAL IBC CODE I CODE or STANDARD FREQUENCY REMARKS z 2 REFERENCE REFERENCE Continuous' Periodic 4.•• U 44 SOILS CU .0 .4-• ,,,, GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF -5 . 5 GEOTECHNICAL INVESTIGATIONS 1803 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 5 < - al OF THE GUIDELINES O. E ,s4 (.1 VERIFY FOOTING BEARING CAPACITY AND -, X(a) LI) •SUBGRADE PREPARATION FOR FILLS Y i 2 z TABLE GEOTECHNICAL _._ BY THE GEOTECHNICAL ENGINEER i'• LA I..:a FILL MATERIAL VERIFICATION 1704.7 REPORT x 11J - g co Ui ci g 0 W cn 0 ci FILL PLACEMENT&COMPACTION x c VERIFY MATERIALS BELOW SHALLOW TABLE c)o FOUNDATIONS ARE ADEQUATE TO ACHIEVE 1704.7 X(a) BY THE GEOTECHNICAL ENGINEER .1 ii-) THE DESIGN BEARING CAPACITY r-- -------- -.ii, VERIFY EXCAVATIONS ARE EXTENDED TO TABLE CLIENT PROPER DEPTH AND HAVE REACHED X 1704.7 N.- PROPER MATERIAL 0 N.- PERFORM CLASSIFICATION OF COMPACTED TABLE 0) FILL MATERIALS 1704.7 X Ct 1803.510 --------------- VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING TABLE C\I N-- PLACEMENT AND COMPACTION OF 1704.7 X BY THE GEOTECHNICAL ENGINEER , COMPACTED FILL c-) v- > .44. ... _ _ ___ __ _________ ______ - - .PRIOR TO PLACEMENT OF COMPACTED FILL, TABLE - 0 0 CN OBSERVE SUBGRADE AND VERIFY THAT 1704 X (9 co CO e9 7 SITE HAS BEEN PREPARED PROPERLY . . _j -a-'' 0 -I CIS TABLE 2 EL 5 LO . REQUIRED STRUCTURAL SPECIAL INSPECTIONS P---' -----'--- ''. .------' 1 INSPECTION PROJECT - SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS >- REFERENCE REFERENCE Continuous' Periodic e 8 e4 I FABRICATORS r "4 d Z 0 SPECIAL INSPECTIONS APPLY TO VERIFICATION OF Ler 71 FABRICATORS 1704.2 DETAILED FABRICATION AND QUALITY CONTROL Lai (X .. ‘..) X n. PROCEDURES INCLUDING REVIEW FOR COMPLETENESS Ph "q° Z. > a:: - z - z AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS CONCRETE CL. Lo ce INSPECTION OF ANCHORS INSTALLED IN ACI 318: . 1 3.8.6,8.1.3, HARDENED CONCRETE 1912.1 21.1.8 X(a) 1704.4 ' REINFORCING 1907.5 ACI318:3.5 TOLERANCES AND REINFORCING PLACEMENT PER ACI I4 ,V1*4^,)•• C0ccdci • ,..... I__ TENDON PLACEMENT 1913.4 ACI 318:7.1-7.7 X 7.5;SPACING LIMITS FOR REINFORCING ACI 7.6 1901.4.2 _ PLACEMENT OF BOLTS INSTALLED IN TABLE 11 • -1----i-- 1704.4 ACI 318: 1.3.2.0 CONCRETE WHERE ALLOWABLE LOADS DRAWING TITLE ACI HAVE BEEN INCREASED OR WHERE 8.8.1.3 X ALL BOLTS VISUALLY INSPECTED 1911.5 STRENGTH DESIGN IS USED 1912ACI 318:21.1.8.1 UJ TABLE .-.1 1704.4 CO < VERIFYING USE OF REQUIRED MIX 1904 ACI 318:CHAPTER 4 I- DESIGN(S) 1905 2-4 AC1318:5.2-5.4 X CL 1913.2 (I) 1913.3 1901.4.1 Z TABLE < ACI 318: 1.3.2.D CONCRETE PLACEMENT 1704.4X AC1318:5.9-5.10 0 1905.9-10 LU 0_ TABLE (/) 1704.4 SPECIAL INSPECTIONS APPLY TO SHAPE,LOCATION AND VERIFICATION OF FORMWORK ACI 318:6.1.1 X(a) Tr DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED T- 1906.1 & - REVISIONS I TABLE 5 C\I REQUIRED TESTING for SPECIAL INSPECTIONS Z TESTING 0 FREQUENCY E5 SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS CC REFERENCE REFERENCE Continuous Periodic = LU > GEOTECHNICAL W GEOTECHNICAL ENGINEER TO PERFORM CL TESTING PER GEOTECHNICAL REPORT TESTING OF COMPACTED FILL MATERIALS 1803 . VARIES;MINIMUM STAMP FILL IN-PLACE DENSITY OR PREPARED 0 V011gittikt PER IBC APPENDIX X(a) BY THE GEOTECHNICAL ENGINEER SUBGRADE DENSITY F- ,W\ P 11 Oto J107.5 ' 0 CC ,...\\* GINA' 4> 1704.7 VARIES; -; .. A CLASSIFICATION AND 0- w q 0.0 18 11 1 MATERIAL VERIFICATION TESTING OF X(a) BY THE GEOTECHNICAL ENGINEER 4 :.t, 'I. CONTROLLED FILL 1 MATERIALS ,I ,t, .‹,, OR y_ b "14/ .1.'f' ,,<;•1 i CONCRETE 0 I '14 b G. V PsNAC) Z - AT THE TIME FRESH CONCRETE IS SAMPLED 0 1 EXPIRES: 6-30-201 I TO FABRICATE SPECIMENS FOR STRENGTH ASTM C 172 II "`--',-------- -----Iii TABLE FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS CD TESTS,PERFORM SLUMP AND AIR CONTENT ASTM C 31 X 1704.4 PLACED UJ DATE: 4-22-2011 TESTS,AND DETERMINE THE ACI 318:5.6,5.8 Cl) TEMPERATURE OF THE CONCRETE. BLDG. ONCE EACH DAY FOR AMt:\EN CLASS OF CONCRETE,OR < SUBMITTAL Q.) LESS THAN ONCE FOR EACH 150 YDS OF CONCRETE,OR CO DATE: LESS THAN ONCE FOR EACH 5,000 FT2 OF SURFACE AREA Z 0 TABLE FOR SLA13SNVALLS.ONCE EACH SHIFT FROM IN-PLACE 17044 WORKOR 0 ® CONCRETE STRENGTH 1903 ASTM C39 X Cl) BID DATE: 1905 W CKE NO.: - CONCRETE SLUMP ASTM C143 X > .i CONCRETE AIR CONTENT ASTM C231 X Z ARCH. NO.: 1075 ->. i CONCRETE TEMPERATURE ASTM C1064 X 0 SCALE: NONE .. L... 0 SHEET ) 0 •--u. Y S...5 . • . • • NOTES PLUMBING LEGEND PLUMBING FIXTURE SCHEDULEC71 aa T,.42:. I AIR INLET FLUE COLLAR sC c N C ABBRcci.SYMBOL DESCRIPTION r0 o • E• 6 1. VERIFY ALL COPPER PIPING IS GRADED AS PER SPECIFICATIONS, AND INSTALLED MINIMUM BRANCH SIZE E ; 1 p p • - AS CALLED FOR IN DRAWINGS AND SPECIFICATIONS. SS s s SANITARY SEWER MARK DESCRIPTION REMARKS �N�ri N rj C 1+7 rei N W. V. CW HW TRAP1:--Ph7, v w io, V 2. PROVIDE WALL PLATES, STOPS, SUPPLIES, TRAPS AND DRAIN OUTLETS FOR ALL G.W. Gw Gw GREASE WASTE C *' m i KITCHEN AND MISCELLANEOUS EQUIPMENT. C WATER CLOSET 3" 2" 1" INT. PROVIDE KOHLER K- 4368 «� 3 6 V. - - VENT IPROVIDE I_ AN SL - 111 q,� co d PROVIDE KOHLER K- 4350 ( ) L v 3. REFER TO DRAWINGS FOR EXACT LOCATION OF ALL FLOOR SINKS, FLOOR DRAINS. C.W. - - COLD WATER 2 WATER CLOSET 3" 2" 1" INT. PROVIDE SLOAN SL - 111 s S KITCHEN AND OTHER STUB - OUTS. FLOOR SINKS SHALL BE HALF-EXPOSED U +� cn UNLESS ALTERNATE LOCATION IS APPROVED BY LOCAL ENVIRONMENTAL HEALTH DEPT. H.W. - - - - - HOT WATER 4J . 4. INDIRECT WASTE LINES FROM ICE BINS ARE TO BE INSULATED. G. G. GAS LINE (UR) URINAL 2" 2" 3/4" INT. PROVIDE KOHLER K- 501 6ET , LED C 1PRONE! f SI OAN SI - 186-1 4 U 5. RUN INDIRECT WASTE FROM UNDER COUNTER BLOWER COIL, ICE BINS, FREEZER S.D. S.D. STORM DRAIN ABOVE GRADE AIR INLET Q icH AND COOLER. ALL DRAINS SHALL BE TYPE "M" COPPER AND INSULATED. I 1 S.D. S.D. STORM DRAIN BELOW GRADE o00000000000 0o Q No LAVATORY 2" 1 1/2" 1/2" 1/2" 1 1/2" KOHLER K-2005, CHICAGO 3300 FAUCET 0000o0oaaaa 000 N 6. HOOKUPS OR TIE-INS, COULD PROJECT BEYOND THE LIMITS OF 1 ' 0000a000000 0000 1 rn C.D. C.D. CONDENSATE DRAIN 0000000000000000 CONSTRUCTION, IF SO, IT IS THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO DO L ac00000acooa000a LAVATORY 2" 1 1/2" 1/2" 1/2" 1 1/2" KOHLER K-2005, CHICAGO 3300 FAUCET I aaaa000oaaa00000 I tv SO. G.V. GATE VALVE 2 ? z /\ : I-7. CONDENSATE DRAINS FROM AC UNITS SHALLTERMINATE IN FLOOR SINKS, C.C. GAS COCK 1B SERVICE BASIN 3" 2" 3/4" 3/4" 3" FIAT MSB 2424 W/ 1/2" H.W. SILL COCK W/ V.B. u �,��,, aAIR INLET o o � O Q 0: PIPING SHALL BE TYPE "M" COPPER, AND SUPPORTED BELOW THE ROOF AS B.V. BALANCING VALVE HS' HAND SINK 2" 1 1/2" 1/2" 1/2" 1 1/2" 7-P5-40 ADVANCE TABCOLil a o REQUIRED BY CODE. M Cn cJ o C.V. CHECK VALVE ' TRAP PRIMER: JR SMITH-2005 ,,,z 8, CONNECT ALL EQUIPMENT AND FIXTURES SUPPLIED BY OTHERS. SEE SHEET "P-3.1" 1 FLOOR DRAIN 2" 2" 1/2" 2" WATER DRAIN VALVE W +i u 0 C.E. J CAPPED END N N x 9. ALL HOT WATER PIPING SHALL BE FIBERGLASS INSULATED R=4.O MIN. RATING) WIRING THROUGHWAY-I COLD WATER INLET J .U j r o_ ( P.O. 'i PLUGGED OUTLET PER SPECIFICATIONS. DRAIN OUTLET F.C.O. FLOOR CLEANOUT 1 k_ CLIENT TECO 906NH (12""X12""X6'") 10. ALL VENT PIPES AND OTHER LINES SHALL NOT PENETRATE BEAMS OVER SHEAR W.C.O. i WALL CLEANOUT FLOOR SINK 2" 2" 4" 1/2 GRATE: #91? T PANELS. ALL LINES SHALL BREAK AROUND BEAMS INTO FURRED AREAS. C °'F') ii .n 'G"I GAS INLET CD 11. PROVIDE NAIL GUARDS AS REQUIRED. C.O.T.G. CLEANOUT TO GRADE (SEE SPEC.) WATER DRAIN VALVE -y � 1 pa P.O.C. POINT OF CONNECTION Ala ROOF DRAIN 3" JR SMITH COMBO #148Y W/ JR SMITH #1770 ROUGH BRONZE �--� WATER DRAIN VALVE 12. NO VENT PIPE SHALL TERMINATE CLOSER THAN 10' FROM ANY AIR INTAKE. H.B. HOSE BIB EC EXTERIOR CLEAN OUT JOSEPH-STEPHENS #C59-002 W/ ADJUSTABLE BRONZE TOP oTh _L 13. CLEAN OUT TO GRADE SHALL BE PROVIDED EVERY 50 FT. OF RUN, OR AT HOT WATER OUTLET WATER DRAIN VALVE Q Iz A.P. ACCESS PANEL co CHANGE OF DIRECTION. ALL CLEAN OUTS SHALL BE BROUGHT TO GRADE AND FLOOR CLEAN OUT JR SMITH #4023 NB INSTALLED IN AN APPROPRIATE COVER. BEL. BELOW 1 U 14. PROVIDE ANY BACK FLOW PREVENTION DEVICE REQUIRED BY CODE OR GOVERNING CLG. CEILING SILLCOCK 3/4" WITH ARROWHEAD #255 BFP VACUUM BREAKER X J N AUTHORITIES. CONTRACTOR SHALL VERIFY THIS WITH CITY OR LOCAL AGENCIES WALL HYDRANT SCALE: O -1 CO 3/4" JR SMITH-5609 QT AND INCLUDE COST OF SAME IN BID. CONTRACTOR TO HAVE BACK FLOWS CERTIFIED. CONN. CONNECT OR CONNECTIONIE TANKLESS W-H - NORITZ MODEL: NCC199-DV N.T.S. m �° CONT. CONTINUE OR CONTINUATION 1 TRASH HYDRANT 3/4" WITH INTEGRAL VACUUM BREAKER - LOCATED IN TRASH AREAC� 15. SEE NOTES AND DETAILS FOR ALL FLOOR SINKS AND DRAINS ON SHEET "P-3.0". rip ON. DOWN J 16. DO NOT CUT OR NOTCH STRUCTURAL MEMBERS. NO PIPE LARGER THAN 3/4" I CD SHALL PENETRATE ANY STRUCTURAL BEAMS, TIE, OR DOUBLE PLATE. NOTCHING FLR. FLOOR CL Li) AT SILLS REQUIRE ADDITIONAL BOLTS, SEE STRUCTURAL DRAWINGS, AND ADDED Y ABV. ABOVE - 1♦- -IP STEEL STRAPS. PROVIDE STRAPS AS INDICATED ON STRUCTURAL DRAWINGS (Rill) ROOF HYDRANT # ' ' - 1 / AMERICAN GRANBY 5451- 17. RUN PIPES IN CONCEALED AREAS. GR. GRADE PROVIDE 3/4", DOUBLE CHECK BACK FLOW DRIVER LOCATED PROJECT HDR. HEADER ABOVE MOP SINKS. m______--- BULK CO2 TANK. RE: SPECS. Q 18. PAY FOR ALL WATER, SEWER AND GAS CONNECTION FEES. I.E. INVERT ELEVATION SC FOR INSTALLATION. PROVIDED o SILL COCK ARROWHEAD 221 CC o & INSTALLED BY CKE. ° _ 19. ALL GAS PIPING AND FITTINGS SHALL BE SCHED. 40 BLACK STEEL, AND WHERE M H MANHOLE CA Z EXPOSED ON THE ROOF SHALL BE COATED. SEE SPECIFICATIONS. Z 0 20. SHEET "P-3.0", FOR LOCATIONS OF INDIRECT WASTE LINES FOR ALL EQUIPMENT. SHT. SHEET SCHEDULE to of 10 al- lD w 0 _ S.O.V. SHUT OFF VALVE UTILITYSC U E CO wU _ 21. PIPING DENOTED TO RUN ABOVE CEILING, SHALL RUN IN TRUSS JOIST SPACE. Y.B. YARD BOX A " :1U1 z Z ALL PIPE HANGERS SHALL BE PER SPECIFICATIONS AND SUSPEND FROM TOP A/C FIRE TOTAL STREET WATER ZO U O CHORD OF TRUSS. w/ WITH F.U. GPM MAKE-UPO PRO GPM METER PRESSURE HARDNESS G.C. TO PROVIDE 1-1/2" z L, U a CD WATER G.I. SEISMIC STRAP PER U.P.C. 0- Li! V.T.R. VENT THRU ROOF I- QC 22. WHERE INDIRECT WASTE LINE FROM FREEZER AND COOLER PENETRATES FREEZER 81 67.5 ___ --- 67.5 1 1/2" 6 = Z AND COOLER WALLS, CONTRACTOR SHALL CAULK SOLIDLY AROUND PENETRATION. - - - C F.V. FLUSH VALVE Q AFTER CAULKING, USE SPLIT RING ESCUTCHEON (CHROME). - .. a 0 I!} • T.V. TEMPERED WATER VALVE U BUILDING STREET J Z M IY Cis 23. GAS CUTOFF VALVES FURNISHED BY FIRE PROTECTION EQUIPMENT CO, INSTALLED T.W. TEMPERED WATER 4211, o SEWER SEWER to � i ! r a -4 M BY PLUMBING CONTRACTOR ABOVE CEILING. SEWER t' In .< F-- Y.C.O. YARD CLEAN OUT III r C 7 24. ALL WATER PIPING ON THE ROOF SHALL BE INSULATED PER SPECIFICATIONS, 67 4" 8" o0 O 0 CC r 1- D 25. PROVIDE WATER HAMMER ARRESTORS AS INDICATED ON THE DRAWINGS. AIR CHAMBERS NOT AN APPROVED SUBSTITUTE. XX ITEM REFERENCED TO PLUMB. FIX. SCHED. SPACE WATER KITCHEN TOTAL m 26. SQUARE FLOOR DRAINS MUST ALIGN PARALLEL WITH MORTAR JOINTS OF TILE FLOOR. ITEM REFERENCED TO SHEET "K-2" HEATING HEATING DRAWING TITLE 27. WHEN OUTLET END OF ROOF DRAIN INTERFERES W/HANDICAP RAMP, ANGLE PIPE CID SEE PLUMBING EQUIP. SCHEDULE THIS SHEET & GAS 420 75.5 584 1,079.5 TO MISS THE RAMP. EQUIPMENT SCHEDULE ON SHEET "K-1" (C.F.H) 28. ALL VENTS THRU ROOF MUST TERMINATE IN THE EQUIPMENT WELL OF THE ROOF I I---- TO 12" ABOVE ROOF AND NO VENTS OR PIPES OF ANY KIND ARE PERMUTED SEE DETAIL 20/P-4 FOR GAS LOAD THRU THE SLOPED MANSARD SECTION (WHERE OCCURS). 29. VERIFY EXACT SIZE, DEPTH, AND LOCATION OF ALL EXISTING UTILFTIES PRIOR TO BID BULK CO2 TANK SCALE: cn AND START OF WORK. N.T.S. 6 30. LAVATORY FAUCETS SHALL BE SELF-METERING OR CONTAIN AUTO SENSORS. PLUMBING EQUIPMENT SCHEDULE - w 0 co MUST MEET THE FLOW REQUIREMENTS OF THE LOCAL CODES AND STANDARDS. J 0 No. GAS WASTE COLD WTR. HOT WTR. No. op Cn z 31. WHERE REQUIRED, NONRESIDENTIAL ENERGY CONSERVATION STANDARDS SHALL BE REMARKS DESCRIPTION W REVIEWED AND THE DESIGN DRAWINGS COMPLY SUBSTANTIALLY WITH THESE STANDARDS. CD K BTU SIZE TYPE SIZE SIZE SIZE CID ROUND PLASTIC BOX AND I- 32. W MARCOVER TO BE (� 32. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS PER SPECIFICATIONS AND LOCAL (:) INDIRECT WASTE LINE FROM STEAMERS TO F.S. F.S. INS. 1" MAIN COOK COUNTER - STEAMERS EW 1/2" �1 MARKED I 0 w REQUIREMENTS. r FIN. GRADE-LAWN � 33. ALL EXPOSED PIPING FOR DESIGNATED DISABLED ACCESS FIXTURES SHALL BE COVERED © INDIRECT WASTE TO FLOOR SINKS - SEE DET. 3/P-4 F.S. 2" IW 1/2" (3) 1/2" (3) POT SINKS & VEGETABLE SINK U Z J OR OTHERWISE WRAPPED IN ACCORDANCE WIN R.D.A. REQUIREMENTS AND LOCAL AUTHORITY. FIN. GRADE-GROUND COVER 12 G.C. TO INSTALL 6" DIA. SYRUP LINE CONDUIT BELOW FLOOR AS SHOWN ON PLANS; SEE ITEM 40 DRINK STATION CABINET 12 34. ALTERNATE MATERIALS NOT IDENTIFIED IN SPECIFICATIONS/DRAWINGS BUT APPROVED BY 25 25 '-E FT I LOCAL AUTHORITY SHALL BE SUBMITTED TO ARCHITECT AND PLUMBING ENGINEER FOR REVIEW Q INDIRECT WASTE TO FLOOR SINK-PART OF ITEM 27 FS 3/4" IW STEAMER AT BACK LINE PRIOR TO INSTALLATION. PROVIDE HANDLE SHUT-OFF & INSTALL QUICK DISCONNECT (DET. 3/P-3.1). HOSE & STRAP PROVIDED IH II-I 31 PROVIDE CATALYTIC CONVERTER, WHEN REQUIRED - ENGELHARD - CHARCAT9 910 96 3/4" BROILER UNIT 31 35. ISOMETRIC DIAGRAMS ARE FOR SIZING PURPOSES ONLY AND SHALL NOT BE USED I i FOR MATERIAL TAKE-OFFS, OR BE CONSTRUED TO INDICATE ACTUAL SITE INSTALLATION. 32 COMPLETE INDIRECT WASTE TO FS AT ITEM 1 F.S. 1/2" 1W 1/2" FOOD WARMER UNITS (2) FULL SIZE 32 III- 1 I N (35) PROVIDE HANDLE SHUT-OFF & INSTALL QUICK DISCONNECT (DET. 4/P-3.1). HOSE & STRAP PROVIDED (2) 320 1-1/2" 4-BAY FRYER UNIT w/FILTER UNIT CD -f 11- C� REVISIONS 1 GATE OR BALL VALVE -- _ ^ 37 PROVIDE ANGLE STOP & CONNECT DIPPER WALL - DRAIN TO F.S. F.S. 1/2" DIPPER WELL 37 Ti 1 1 ■_ Z U 38 PROVIDE HANDLE SHUT-OFF & INSTALL QUICK DISCONNECT (DET. 2/P-3.1). HOSE & STRAP PROVIDED 96 1" GRIDDLE UNIT 48" 3B i ___ _0 OVERFLOW DRAIN PIPE *USES SAME GAS OUTLET AS GRIDDLE - PROV. "1" BTWN, APPLIANCES Rail* Cl) iL ROOF DRAIN & OVERFLOW. 39, & QUICK DISCONNECT - INSTALL REGULATOR PROVIDED (DET. 2/P-3.1) 30 * OVEN UNIT 48" C3-§) _ CC RE: DETAIL 24/A-7 & SPEC.'S iii. v�/-,`r�►�Ca^V O PROVIDE INDIRECT WASTE TO E.S. PER DET. 8/P-3.1 F.S. INS. 3/4" IW 1/2" SELF-SERVE DRINK DISPENSER UNITS (2) 4Q r1.i COP811 0+- COMMON BRICK-2 EA. LU L 40 DRINK SYS. INSTALLER TO MAKE FINAL CONNECTIONS 42 PROVIDE ANGLE STOP ON HW STUB 1/2" STEAM TABLE 42 OC I1rTot •a #� • PEA GRAVEL-MIN.2CU.FT. W /, i L, 41; INSTALL W/SUPPORT BRACKET PROVIDED SECURED TO WALL 1/2" _ 1/2" PRE-RINSE UNIT 46 CL 53 WASTE LINE TO BE INSULATED WITH TRAP AT FLOOR SINK FS 1" COPPER IW COOLER UNIT 53 NOTE: H A 1. FOR GATE VALVES 2" AND SMALLER, USE HANDWHEEL. I ` -- 54 WASTE LINE TO BE INSULATED WITH TRAP AT FLOOR SINK #25 FS 1" COPPER IW FREEZER UNIT 54 2" 0 STAMP I_� , FOR LARGER THAN SQ. OPERATING NUT. ' 55 COFFEE BREWER 1/2" (1) COFFEE BREWER UNIT & AIRPOTS & RACK 55 2. FROST-ZONE M1N. BURIAL DEPTH = 2'-0" I- ��D PROT(., I g PROVIDE BACKFLOW DEVICE ASSEMBLY INCLUDES PANEL BOARD, CARBONATORS AND LINE KIT FS 3/4" IW 1/2" DRINK SYSTEM: DROP-IN DISP.; 2 HEAD DISP. ® DRNE THRU 5s CC �� *c, 1 NE , ivy CARBONATOR PANEL WASTE LINE TO BE INSULATED TO FLOOR SINK & SECURED I SCALE: r 59 INSULATED WASTE TO FLOOR SINK FROM MACHINE & BIN - SECURE FS 1' IW 1/2" ICE MACHINE & BIN 59 GATE VALVE 7 w N.T.S. CD SEE ITEM 1 o DROP IN COLD PAN 67 Q I 1 1�-+ ere 141 D G.C. TO PROVIDE & INSTALL SEISMIC STRAPS SIM. TO WTR. HTR. BULK CO2 TANK w/SERVICE ACCESS DOOR 89 U leqii 23' 144 4?) AI- - 9a PROVIDE HAND SINKS PER SPECS. HAND SINKSC9-8) z S R. ® PROVIDE FLOOR DRAINS PER SPECS DIRECT 2" 1/2" 1/2" TEMP. FLOOR DRAINS 1 1 f / PRESSURE GAUGE 0 -may I : PROVIDE MOP SINK, FAUCET, & HOSE BIB PER SPECS. DIRECT 3" 1/2" 1/2" MOP SINK & FAUCET (INSTALL w/ CLEAR SILICONE SEALANT) GP PET COCK4 n � EXPIRATION DATI OB/90/2011 LU / 2" (./) DATE: 3-7-2011 2"----71)1 REFERENCE ONLY Q LINE SIZE m SUBM1 ITTAL NOT APPROVED WITH THIS PERMIT DATE: PRESSURE REDUCING VALVE: SHALL BE WILKINS SERIES #500YSBR O �1 WITH INTEGRAL BRONZE STRAINER, UNION CONNECTIONS AND LINE-SIZE (... ) SHUT-OFF VALVES. SITE CONDITION SERVED BY PRESSURES EXCEEDING CC BID DATE: 125 P.S.I. SHALL USE #500HRYSBR LU CKE NO.: MIN. SET PRESS.: 60 P.S.I. - SITE CONDITION P.S.I. SHALL BE 0Z ARCH. NO.: 1075 DETERMINED BY DOMESTIC WATER CALCULATION w 0 SCALE: AS SHOW M kW 0 SHEET a L.71 I Y P2 . 0 TYPICAL ROOF DRAIN PIPING DETAIL SCALE: 4 PRESSURE REDUCING VALVE ASSEMBLY SCALE: 8 Y `` N.T.S. N.T.S. FLOOR CLEAN OUT (F.C.O.) C� c °,w _ _ CD I I0 - E N EE GREASE INTERCEPTOR O I 7 \` 2 o i 1 C �N E U 1 FINISH FLOOR mi o 0 _- I . 9 cna UY LOCATE CLEANOUTS IN SIDEWALK 4" YCO I I _ _ 73 C0 Q a a) Nip � "� I = HUB OUTLET w/TY- 5 # ,� I I I SEAL GASKET- FOR NO 2 m w w I HUB PIPING D v 0 4" I 1 I I v �, I L_ _ J _ aJ c ®�� . `I ® fir=I N I— • C I I - ,I FINISH FLOOR GW cw cw I �4" FD i n 1 0, 0 4" �' G. MEN SPIGOT OUTLET USED a) 2" VTR " J� w/NO HUB-COUPLING +r 1-o L. A.\ (UR) L " 14 e W 0a r4" 2 4" VTR 1 1/2o ✓ VTR __. u1SIIl ,�z3" VTR I I W (0 v,a (III► " / S ( I I 1,-- / CAST IRON NO-HUB J . U „ l FITTINGS-LONG SWEEP "4 • 3" 4 6 4 WCO I I / WE BENDND 1 O8 COMBINATION 2" VTR 3 L L I I uefiiluiui / USE REDUCING TYPE CLIENT Ai 0 2"_/1 La le / WHERE REQUIRED O W 2" 1 1/2" (o _ O V I` -1 .. 4--�— 2" VTR m 1-g-1_ --)1 v o � 00 I 1 2" 0 SC " WC° i4" FLOOR CLEANOUTS NA1 x CN -3" UNE .- 2" VTR WOMEN I \ TSE. — x Yr 3" VTR _ 3"�� y , m _ CD my .._r 1-1.1-1 0 IC) I / i i1 DINING I FLOOR SINK - "COMMERCIAL ENAMELING CO." VO Cf) IND FLOOR SINK LIP SHALL BE I ©A I FLASHED WITH SURROUNDING Y E LC) 13 (7) 0 FINISH FLOOR TILE - FLOOR 2" - I CONCRETE SLAB SHALL SLOP TO DRAIN PROJECT —2" LINE - -- (ED) 4" yolFT- : TILE FLOOR SINK TO BE ALIGNED O ��_ PARALLEL TO ALIGNMENT OF o >- " JOINTS IN FLOOR TILE c z KITCHEN _ - I SERVING I . ,\\� I��I N N I.`I�N N I.` �! t\\Y O �; _ i I I /2"-\ ' 'CIO iiti. > at v --- I QRDER L T .: �J LJ J V . ct v 4" I 0 An ,/. U Q CO NOTES: v \-4" I o • r ��'��460 �� % Crno — O 1. FOR CONTINUATION OF ALL PIPING OUTSIDE OF 2" VTR D �. ` , 4 Q ..' BUILDING WALL, SEE CIVIL ENGINEER DRAWINGS e ♦ y 2. FOR PIPE SIZES, SEE RISER DIAGRAMS PLAN VIEW ..A/ 19 ED gI I •♦�� 'f CD a Q ~ & DETAILS ON SHEET P-3 AND P-4. . r2" iw U 3. SEE SHEET P-3.1 FOR INDIRECT DRAINS AND I ' r l=CONDENSATE INDIRECT DRAINS FROM KITCHEN 2" ' I EQUIPMENT & DIMENSIONED LOCATION OF DRAINS. \\_._ _,,-N0•1.111. - ` I r_ 1 4. ALL PLUMBING VENTS SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF MAKE-UP AIR INLET. ' Q J• L — -L� — NOTE: DRAWING TITLE I FREEZER p 2" Wco 5. MINIMUM SLOPE FOR DRAINAGE SYSTEM SHALL BE I COOLERS - ® IT SHALL BE THE RESPONSIBILITY OF THE 2%. ALTERNATE BY GOVERNING PIPE SLOPE SHALL BE APPROVED \-2" ` 2" 2" I I CONTRACTOR TO VERIFY THE FINISH ELEVATION fCV/ ` �w Gw f I OF THE FLOOR SINKS IN RELATION TO THE Y. ® FINISH FLOOR SURFACE, WITH THE HEALTH 6. ROUTING OF SS AND GW PIPING BELOW FLOOR a ' ,-2" i I I INSPECTOR. FAILURE ON THE PART OF THE Z TO BE COORDINATED AND INSTALLED WITH SITE �4" / SPECIFIC CONNECTION-PER CIVIL DWGS. PLUMBER TO SET THE FLOOR SINKS ACCORDING _LA-- (�it r ® - - -M EV TO THE LOCAL CODE SHALL CAUSE THE IIII\! PLUMBER TO CORRECT THE ELEVATION AT HIS CD- 2" HUB DRAIN (H1D) OWN EXPENSE NCLUDING CHARGES FROM OTHER z W 0— an IASSOCIATED TRADES AND WITHOUT ADDITIONAL V II v Ii t _ - J COST TO OWNER. 0c3 z I C < W I I PROEM' D NORTH I 1 0_ ❑ SCALE: SCALE; Q __ J t. PLUMBING WASTE & VENT PLAN 1/4" = 1'-0" 7 TYPICAL FLOOR SINK N.T.S. 2 CAPACITY N A B C D E F NOTE 71- /i GALLONS 1. STRUCTURAL CALCULATIONS AVAILABLE UPON REQUEST. T " 2" V.T.R. 750 3'-10" 4'-11" 5'-4" 3'-10" 3'-6' 3'-8" CU (' 2"- ,...--1'�i--- I J I/ 1000 4'-4" 5'-3" 5'-11 4'-3" 4'-1" 41-2" 2. MATERIAL SPECIFICATIONS: (\I REVISIONS I // j,I I A. CONCRETE PORTLAND CEMENT TYPE II �� 1250 5'-0" 5'-11" 5'-11" 4'-3" 3'-11" 4'-10" MINIMUM COMPRESSIVE STRENGTH 3000 P.S.I. AT 28 DAYS. Z / Au 1 r� — 1 1500 5 -D 5 -11" 6'-1 1" 5' 3" 4'-11" 4'-10" B. REINFORCING BAR INTERMEDIATE GRADE ASTM A615 a 2" / Q /4" FCO -- -_ C. REINFORCING WELDED WIRE MESH ASTM A185 (n Q / IWC' / GREASE INTERCEPTOR SIZING PER U.P.C.. APPENDIX "H" 3. PRECAST UNIT COATED INSIDE WITH AN APPROVED PROTECTIVE COATING CC - / ED w A 1 ) 4"I / NUMBER OF MEALS WASTEFLOW RETENTION STORAGE _ INTERCEPTOR SIZE 4. ALL DIMENSIONS + OR - NOT TO BE USED FOR CONSTRUCTION r A / WC♦'' / PER PEAK HOUR X RATE x TIME X FACTOR (LIQUID CAPACITY) PURPOSES UNLESS CERTIFIED. S v 2-\\,, 5. PRECAST UNIT TO BE PLACED ON NATURAL SOIL OR APPROVED COMPACTED FILL. W Q 4" YCO7 / 200 X 2 X 1.5 X 1.5 = 900 GALLONS 0- w / 6. STANDARD GROUND WATER SEAL-BUTYL ROPE MASTIC OR CEMENT MORTAR. Q �4" 2 f ( /- 2" V.T.R. INSTALL 1.000 GALLON GREASE INTERCEPTOR 7. INSTALL TRAFFIC WEIGHT MANHOLE COVER Sc FRAME. I- r •1 JAI- 2" (SEE SPEC.) 0 s------"'-.-...,..„..1""-‘,..,7 ©LL Am 2" .1-, STAMP I 4" . I� t i j k i-..-- EL ,._.c. <,,X8531 "E / 4.-/I CW----__ __5_,_;I / 5 _ i- NOTE NOTE .' \---.1_.--- LU pric--- I " '" YCO .-- SHAPE SIGHTLY BY MANUFACTURER.R MAY GREASE INTERCEPTOR MUST Y -- OREGON I �r S ® ONLY CITY & C.K.E. SPECIFIED BE TRAFFIC RATED. _ _ _ I L .__1 �'�, Do O (POT SINK W r - -_ v INTERCEPTORS ACCEPTABLE. �1L FER ` Cs,+ ONLY 0 /5/01, O 21 �- �Q� 2" V.T.R.[IL. / I 1 W�y� ® cw S — __ 2" PLAN VIEW NOT APPROVED WITH THIS PERMITz SAS R %�� Jl' :".11 G v 1 '(CO Q 2= / I Gw 2 �W D �. 30" N 30" �� GAS TIGHT MANHOLE i EXPIRATION DATE: 08/90/,2011 1 y' �� 4"1 GW Qw 4"G� L }11 a 24" �, 24" (� COVER AND FRAME ❑ �/ � 1 I' , " Gw — _` " I I - 4" YCO v J J ` DATE: 3-7-2011 2" I 4._,,, SEE NOTE c_v ! a �yQM.� BLDG. 4-`\ WCO I Q CO SUBMITTAL 0 C' - , 4" YCO \ .-\ DATE: m co f_ 4" S.S. RE: P-1 INLET OUTLET Z C 1 v ® _ - & CIVIL DWGS. 1 it '\ O 4" YCO CO v -- FOR CONTINUATION 1I — �� Cw� " j m W SB 3»72------------6NTECETRG RES P-1 E I - IfQ 0 \ CC ela DATE: KT) & CIVIL DWG.'S I_ _ _ _J I LU FOR CONTINUATION \ \ \ > CKE NO.: I, E 1,21-0i1 ARCH. NO.: 1015 m ), C / 8'-O" U SCALE: AS SHOWN I END VIEW LONGITUDINAL SECTION (� SHEET m SCALE: SCALE: yY P3 . 0 L WASTE & VENT RISER DIAGRAM N.T.S. 1 GREASE INTERCEPTOR N.T.S. c :!' E a� Ca NOTES c 0 a) m 1. PLUMBING OUTLETS SHOWN ON THIS PLAN ARE FOR KITCHEN •� c E 0 g EQUIPMENT PER SHEET K-1. SEE PLUMBING PLANS FOR r� 2 o E s > 4 L_ ADDITIONAL PLUMBING. c rriKi •c t o W oin,ul# Q 2. DIMENSIONS START FROM OUTSIDE FACE OF STUD WALL ,� v 27,_$" AND OR FACE OF STUD WALL AND RUN TO CENTERLINE OF N m q OUTLETS. HEIGHTS OF OUTLETS ARE FROM FIN. SLAB m vi 20'-4' TO CENTERLINE OF OUTLET. u 3. PLUMBER TO CONNECT AND EXTEND ALL INDIRECT WASTE LINES 4 c 16'-5" FROM EQUIPMENT AND FIXTURES TO NEAREST FLOOR SINK. _ / �.-�e INSULATE ALL COLD LINES AND REFRIG. WASTE LINES. (SEE SPECS.) s_u 70 FACE OF SLABs. 4. ALL SERVICE LINES AND INDIRECT WASTE LINES TO BE RIGIDLY o �'7 r �` —® ® SECURED WITH METAL FASTENERS. NO PLASTIC STRAPS. (SEE SPEC5.} c _ 5. PLUMBER TO PROVIDE AND INSTALL ALL SYRUP LINE CONDUIT AS > z '-` . 0 SHOWN WITH MIN. 36" BENDS BURIED 48". NO FACTORY "L's". 0 N LI F.S. JOINTS TO BE WATER TIGHT. W a o 6. PLUMBER TO SECURE ALL PERMITS, SUPPLY ALL MATERIALSLil 7a: N oa N. i El F.D. NECESSARY EQUIPMENT FITTINGS (PER SPECS) TO COMPLY WITH 0 W 9 ALL CODES AND LOCAL REGULATIONS TO THE SATISFACTION OF J t j o i ill THE OWNER AND JURISDICTIONAL AUTHORITIES. Tr cm II •Lico IN 7. PLUMBER TO PROVIDE WATER HAMMER ARRESTORS, SHUT-OFF CLIENT VALVES REGULATORS AND OTHER DEVICES PER "P" DRAWINGS. I H I C ) 1 `1 E 8. PLUMBER TO INSTALL SAFETY STRAPS ON BROILER, GRIDDLE, AND O F.S. I 1 FRYER. STRAP WILL BE PROVIDED WITH FLEX HOSES BY OWNER. N rH. F.D. Ckil9. K.E.C. TO INSTALL UNIONS AT ALL STEAMERS BEFORE 0 r CO 0 EXTENDING INDIRECT WASTE TO FLOOR SINK. I 10. K.E.C. TO INSTALL BALL VALVES AT EACH STEAMER INDIRECT WASTE. Z X H N +, I O —1 Oo (3) ELECTRICAL CONDUITS ELECTRICAL CONDUIT — m (S) o SIZE OF CONDUIT BY SIZE OF CONDUIT BY Y ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR O J o eL Ln � • � � , 31'-00" PROJECT i in Q o p o p 2'-O" 2,-0 " 4'-46" / ic. _ 18'-2 ' Z m - -- ---- — `' _ F.D. EvUL, �o , L� Z F.S. A WUOyHw :00; 0_ W cm) 4,,2 1 " Ct ELECTRICAL CONDUIT >�• a [x [ ) • Did SIZE OF CONDUIT BY ci Q ce ELECTRICAL CONTRACTOR . 1– r Q - F.S. (2) ELECTRICAL CONDUITS w , 0 f; SIZE OF CONDUIT BY + 1 —E61-6. Q ix r D ELECTRICAL CONTRACTOR :: . F.S. - - - - PLUMB. CONTR. TO MAKE In i5< FINAL ADJUSTMENTS & o tsrti t �� j),(-E_____i11 SECURE OVER FLR. SINK DRAWING TITLE I SEE NOTE #4 T� IF - ,iF. ii---__ co 4 CO 4 F.D. ," 4 ~ �" - (2) ELECTRICAL CONDUITS 5I7E OF CONDUIT BY In F.D. ,`"-....,-........z7„......,... ELECTRICAL CONTRACTOR b n • [dt,tiI 0 j ,j T� •; v, tw A i� 2'-10' 4" Z -1 co r 3IT WO8 31T W08 `ckr, 3IT W08 SIT WO8 Lr F.D. O i -17. cor 881 �5�8r 8�8r r4-, aEst I 'i � .—�. d1 4T 1— E I.-: :. aAJ2 RO 30A1 gi -.�.� 1 la,�� {I M E CC < F.c1 Cn W a_ P [ ,, Z 4-5' # I I' C `° W i I CL 13'-4" "' -) 20•-5" N FACE OF SLAB 22'-10' 3'-10" i i 26'-10' 3'-6" N i / / REVISIONS a 6 Z o 0 CAOWCD u) 0 0 CC w0 w A PROJECT W NORTH > A SCALE: ~ EQUIPMENT PLUMBING PLAN "_ , " 7 STAMP 114 -0 H P Rafi W � i Y - OREGO 4 0l �4' z3, ti� \,O yO z AS R 3``-% 0 ❑ l( EXPIRATION DATE: 06/30/2011 ! LU VJ DATE: 3-7-2011 Q BLDG. CO SUBMITTAL DATE: Z O 0 0 REFERENCE ONLY oC NOT APPROVED WITH THIS PERMIT BID DATE: LU CKE NO,: Z 0 ARCH. NO.: 1075 0 SCALE: AS SHOWN I: M bal it _, P3 . 1 3/4" C.W. DOWN TO e 3" S.D. DRAIN DOWN & �, ,T., o .o D / SPILL THRU CURB FACE. TYP. C c E # 3" S.D. DRAIN DOWN & UNLESS NOTED OTHERWISE. '- a N v °' E SPILL THRU CURB FACE. TYP. TANKLESS WATER HEATERS N N 0 3" S.D. OVERFLOW DRAIN p . o C ty U SEE ELEVATIONS FOR SPILLWAYS o "• `- UNLESS NOTED OTHERWISE. T&P DRAINS TO F.S. _� _ 31 � L- � 7 cp N U O C >hKis," itO O y 3" 4 • cn ® " u, 3" S.D. UP TO R.D. m g 3" S.D. UP TO R.D. b r� 3/4 WALL HYDRANT _� a 3" S.D. OVERFLOW DOWN c, cp & THRU WA3" S.D. LL IFLOW DOWN 1„ / 1"1 3"; 3" & THRU WALL u , 0 Q4 / 1 DLit ..�.` 8 ®; I El •=' LE C a-- AQUA STAT 3/4" 4 A 9 I / i s- 7 / ' I I MAN ¢ Q. o - RECIRCULATION PUMP ~� ...-- CREW r( 1 'f �,`� - 2I jf.- I ' _• . I I , •._ al a z I2„-1 i " H.W. 1/2" - -C.W. 1/2" -� 'v v w I. -C.W. 1 1/4 C.W. 1 1/4.. II ! i a ¢rr -- --_L i -J W 00 01 U 3/4" H.W. SOVt} f ' r z i H.W. 1/2' , i i W +� vv)i¢ 2n 1/2" C.W. & H.W. f r t i I I J - ft i/2" 1-s•-•4), \,,,, 4,..e._ .——---=_ i__111_" , _ -- I I ! ii, 1A I 2" C.W. SOV ! , 2" I C.W 4If f SCULLERY I 1 1/2" I I CLIENT - 1/2" Ckil 1/2" C.W. & H.W. --C.W. 1 1/4" H.W. 1/2"- C.W. /2" o _ I I ® N o ` 1- c� ® OFFICE INSTALL SILL COCK AT 5'-D" I I -...-Df • dl- a a WOMEN 00 0 ABOVE MOP SINK. I I 1/2" C.W. & H.W. I 0 O T1--1/2" \ I /.., E lir 3/4" WALL HYDRANT � r 2 I I 1/2" \y.-, _1, \ X Cil c.)-1)111-0+1-C-0—.1 __ E 1/2" 1/2u j ' '— �I `� — O H CSO S I>11 - _- - - C.W. 1 1/4" , 1 - M ROOF HYDRANT 3/4" _ _ __ ; j ---2" Q J TRASH ENCLOSURE HYDRANT 3/4" 1 + - -• • # I \-1/2„ DINING `l 0 Ln H.W. 3/4"—I 112" I PROJECT WATER LINE ASSEMBLY AND -MOP SINK 1/2 E >- PENETRATION WILL OCCUR ABOVE CEILING to < 11111 �3/4" \ o 8 Li Z = I , , v � C� ff z il I SERVING[--) c H 1" ORDER D N v r ! C.W. 3/4" a KITCHEN r3/4 ` _ _ W z - Z • O (-) p - $ - - - r� C.W.-1/2 - -- • E c� a w 1/2" —I Z COOLER H.W. 1/2" - n V o H.W- 3/4" I CONNECT 1/2 D TO 1/2 a D FROM MAU-1, SEE 4 I J D M p • il 7—CONNECT 1/2( Clh` U a M I TUBING TO 11 CW \� _ M-3� �� 1/2" CW TUBING, CONNECT TO I Q1 cc , i= D NOTE: I Q SOLENOID VALVE WATER SUPPLY FOR I 1. ALL VENTS & PIPING THRU ROOF SHALL I I C.W. 1/2" MAU-1 SEE 4 I ER =I��En:; - n BE FLASHED & COUNTER FLASHED AS PER r Lc*. 1 2 _ M-3.0 DRAWING TITLE _ I- / - 1/2" IN CEILING, SLOPE 1/4" / FT. I 81 1 2. FOR CONT. OF ALL PIPING OUTSIDE OF"BLDG. I -'/ -1 . - SPECS. & ARCH. PLANS. ANGLE VALVE -\ FREEZER _ C.W. 1/2" II i �� R; WALLS. SEE PLUMBING SITE PLAN "P-1". [ s I Z 3. FOR PIPE SIZES, SEE RISER DIAGRAMS & PLANS. �---�+ _ _ i 3/4,. u C.W 1/2" I 4. SEE SHEET "P-2" FOR KITCHEN Sc PLUMBING /1-7 f - - - - - -' D I . FIXTURE SCHEDULE. ✓ C.W. 1/2" �� \ \ 0— 2 & / i 1/2" D, DN g / •• " " ® �... \ ® Q 5. SEE SHEET "M-1" FOR EQUIPMENT SCHEDULES. C.W. 1/2" IN WALL C.W. 1/23"--- Ljj CC 6. SEE SHEET "P-3.1° FOR DIMENSIONED LOCATION _ v3" H.W. 1/2' - ®3/4 WALL S.D. OVERFLOW DRAIN 0 OF ALL OUTLETS. •- D SEE ELEVATIONS FOR SPILLWAYS3" Q 3" S.D. UP TO R.Q. vi r I II HYDRANT oo I S.D. UP TO R.D. Q 7. ALL S.D. TO SPILL THRU CURB FACE UNLESS 3" S.D. OVERFLOW DOWN 3" -1/2" D, 1' 3" 3" S• .D. OVERFLOW DOWN Z o OTHERWISE NOTED. Sc THRU WALL ABOVE FLOOR �� & THRU WALL Q CC 8. SEE P-2 FOR PLUMBING EQUIPMENT SCHEDULE �� - 3" S.D. DRAIN DOWN & C`3 SPILL THRU CURB FACE. TYP. Z w 3" S.D. DRAIN DOWN & UNLESS NOTED OTHERWISE. SPILL THRU CURB FACE. TYP. UNLESS UNLESS NOTED OTHERWISE. RUN 1/2" D DN TO 2" HUB DRAIN, CC MAINTAIN 1" AIR GAP BETWEEN 1/2" D IKFAND TOP OF HUB DRAIN REFERENCE ONLY ER NOT APPROVED WITH THIS PERMIT PROJECT NOP1N - N CV REVISIONS PLUMBING FLOOR PLAN (HOT & COLD WATER & GAS PIPING) I SCALE:1/4" = 1 -0" 7 O Q _ 2" PRESSURE REDUCING CC AL XX SEE K-1 FOR EQUIPMENT 3/4" __ VALVE RE: DETAIL 8/P-2 / BACKFLOW PREVENTER" PRESSURE REDUCING w A SCHEDULE Rik 1/2" H&CW Q UR ® - YARD SHUT- 0 P.P.P - WATER HAMMER ARRESTOR 0 3/4" " (4 ,S TO EA. Viiw ` ' Zik ,`y® VALVE w Q (PDI-D). LOCATE IN CEILING; /4 r , p 2" ,-2" C.W. 0_ ACCESSIBLE THROUGH GRID CEILING. 3/4"-r-.1 ' -1/2" r t f 1 SERVICE >- 0 1- 1-1/2" '. /4"®� 1/2- CW TO Ic(1, �� " r F� O STAMP ON ROC '� TP-1 / FLOOR LEVEL v- J O ��c��D PROFFfj) 1 2" CW TO SOLENOID TO -1a 1-1 4" i 46 \� G I Hf r0 VALVEKc,..........,.. ......„ FORMAU-1 1" 1" HW&CW DNI / {TYP. 2) 1O 8531 �� IN WALL I� '- 56 DRAIN 3/4"` 85 w r• �— LINE SIZE SOV - ABV CLG 1„ y [` �� I � ` FROM BFP Y it ' 0 GON 1/2"---\, /2"� 3/4 1" ! 3/4" T. FAUCETSW TO 1"Cw U ,�O 2 3 11 .Q 56 \y (TYP. 3 PLACES) `` ` Z 'SAS R. GS`' v ! / I � p '3/4"-\ 3/4" 1/2" 1-1 4" \ 1/2" 1 .� / �C� 411 ❑ ( XP@ATION De'1'� 06/30/2D11 , �'lI38 1/2" 2 LU I �i N4'6.\ 11 //' .-- 1/2" H&CW \ 1/2" 1/1/2" U) DATE: 3-7-201 1 40 I 1/2 CWPTO1 DIPPER 3/4" 1" HW BLDG. 60 1/2 1 2" e 1/2" H&CW WELL CO SUBMITTAL EXTEND TO ICEOSP _ �� \ DATE: MAC. DISPENSER 1/2"� 1/2" L Z 0 ` 3/4"HW SILL COCK O r ( / FOR FUT. SANITIZER O / 56 e X\ 1 2" 58 1/2" CW TO \/ — 3/4" WALL BID DATE: `\. 1/2" H&CW [....5EAMER TP-1 �� HYDRANT CC 3/4'WALL 1 2" H&C w HYDRANT NOTE; / > CKE NO.: IQ DRAWINGS DO NOT ATTEMPT TO SHOW COMPLETE DETAILS OF BUILDING CONSTRUCTION Q 7 WHICH AFFECT MECHANICAL PLUMBING INSTALLATION. CONTRACTOR SHALL REFER TO Z KITCHEN EQUIPMENT PLAN SHEET K-1.0 TO VERIFY LOCATIONS OF PLUMBING FIXTURES 3/4" H.W. S.O.V. IN YARD BOX �� ARCH. NO.: 7 075 AND EQUIPMENT REQUIRING H&CW, WASTE & VENT PIPING. w CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGHOUT THIS AREA OF 3/4" H.W. TO TRASH ENCLOSURE- V--- SCALE: AS SHOWN BUILDING WITH STRUCTURAL CONDITIONS & OTHER DISCIPLINES. PIPING THAT MAY HAVE 2 TO BE SHIFTED, MOVED AND/OR REROUTED TO AVOID CONFLICTS SHALL REFLECT NO [1� SHEET ADDITIONAL COST TO THE PROJECT. V LI SCALE: I P4 . 0 LT HOT & COLD WATER RISER DIAGRAM N.T.S. � 12 Qy x —.0 c I T _ _E NOTE: ro 2 C C �cN.1 E v � �� v c I9 c0(`! 0Y 1. ALL VENTS & PIPING THRU ROOF SHALL wi ri Y BE FLASHED & COUNTER FLASHED AS PER SPECS. & ARCH. PLANS. 11 t 2. FOR CONT. OF ALL PIPING OUTSIDE OF BLDG. m WALLS. SEE PLUMBING SITE PLAN "P-1". z s 0 3. FOR PIPE SIZES, SEE RISER DIAGRAMS & PLANS. r ,_ I �Cillt i -� ® ��-� _� cii 4. SEE SHEET "P-2" FOR KITCHEN & PLUMBING r f I u FIXTURE SCHEDULE. 0 I I L u+ 5. SEE SHEET -M-1" FOR EQUIPMENT SCHEDULES. i IC I MAN F 3/4" „-----7 I'} i Q o 6. SEE SHEET "P-3.1" FOR DIMENSIONED LOCATION ='- / ! N OF ALL OUTLETS. ` - 3/4' G / z 7. ALL S.D. TO SPILL THRU CURB FACE UNLESS / +. F-0 OTHERWISE NOTED. I � a �o / \ I i I J ill_ _"1.4 E r I 8. SEE P-2 FOR PLUMBING EQUIPMENT SCHEDULE CREW G r ,\ -_,--11 � o a N., 11 H „7_,., „ i187,-) 11 !rp is .i .0 8o — 11 CLIENT SCULLERY G II 1 o — I o N OFFICE IJI WOMEN - - - - - - - - 1-1/4” GAS UP THRU/ 00O I I 1" G \ &ROOF O, A/C UMIT DWG' 1 i — II I ` I I ZO � I1 1" GAS UP THRU I ` I m Ea 0 z 00 iiilliiiigill C 1 rv� ROOF/ TO A/C UNIT 1 L — L — _ wSEE "M" DWG.'S L - - - l i \ Q r'`) �2-1/2" 2, /� 1 1/4" a O ` � T i]� T /1\ DINING � � � LC) El rG G G G G G G G GI G C C GAS PIPE SPECIFICATIONS GL 7,/, 0+- 1 1/2" .---- r /\ PROJECT _ �1 BLACK STEEL SCHED 40 ROLLED SEAMLESS EXTERIOR a .. SHALL BE PRIMED AND PAINTED o < e F J G ��1" FOR FUTURE I i GAS VALVE STYLE #80-101 TO 108 UL LISTED/BRONZE z Z 0 g ANSUL VALVE I ` �, ! BODY/GLASS FILLED TEFLON BEARING/LEVER G - O KITCHEN —1 ��2» ! ORDER HANDLE/RATED 250# v W ce� 3/4" G. DOWN LA U A CHASE SERVING PIPING SYSTEM SHALL BE INSTALLED IN ACCORDANCE o <2C) a > -7. 0 2-1/2" G ! WITH NEPA 54 FOR NATURAL GAS SYSTEMS. W o 0 Q 0 AANSUL VALVE 1- " I ii? FITTINGS: MALLEABLE IRON, STANDARD WEIGHT, $LACK X 2-1/2" GAS UP A �[i3' _ GAS PRESSURE: SET 7"WC. Y cr iii to siI PROVIDE SEDIMENT TRAP {MIN 6" DEPTH) ON EQUIPMENT Y� Q M o 0 Q II- GAS METER ABOVE U pa" 1 I AND APPLIANCE CONNECTIONS. 1_ 0 2 GROUND BY GAS COMPANY ! .17:14_, ��; 1 GAS METER SHALL BE SECURELY SUPPORTED. ANSUL G I I ! ' — - -\ v� — _I MARK EQUIPMENT/APPLIANCE BTUH DRAWING TITLE COOLER FREEZER1 °° -ffi Ac-1 (HEATING SECTION) 180,000 _In_...._:_—_ 1 1/4" 11 ! AC-2 (HEATING SECTION) 125,000 Y 31T WOb ll I oo I `c-,; aE8t c L.. Q1-, 40 z ,�. �y ® ® El (38) FLAT GRIDDLE 96,000 2 !i 1 hI ® 3 BAY FRYER 240,000 < 'alCn CC �I. 1 1 ® BROILER UNIT 100,000 Q 0 I 40 I 85 TANKLESS WATER HEATER 199,900 0 0 < I I (85) TANKLESS WATER HEATER 199,900 V Q 0 FUTURE 140,000 Z CC LU L_ __1 TOTAL 1,280,980 (n cr 7 PROJECT GAS REQUIREMENTS d- 0_ NORTH r... SCALE: SCALE: N PLUMBING FLOOR PLAN (GAS PIPING) 1/4" = 11_0" 7 GAS SPECIFICATIONS NTS I N REVISIONS Z GAS LOAD: O A 3/28/2011 GAS PIPE REVISIONS AM 0MECHANICAL SHUT-OFF (- } A gir 180,000 B.T.U. PROV. BY FIRE PROTECTION CC CONTRACTOR-INSTALLED wA elk 125,000 B.T.U. BY PLUMBING CONTRACTOR Vir CD SEE K-1 FOR EQUIPMENT SCHEDULE W A 4110 BROILER UNIT 100,000 B.T.U. 0 A 1111110 3-BAY FRYER 240,000 B.T.U. Mk S.O.C. W/ UNION 7 REFERENCE ONLY 38 GRIDDLE 96,000 B.T.U. yr (125 CFH) 1" NOT APPROVED WITH THIS PERMIT 0 STAMP FUTURE 140,000 B.T.U. 0 ��' POFFfJ/ 85 TANKLESS WATER HEATER 199,990 B.T.U. AC A/C UNIT CC N *G I N y � � � 85 TANKLESS WATER HEATER 199,990 B.T.U. 1 0 1:4-/ 65 7P r ' TOTAL GAS LOAD 1,280,980 B.T.U. S.O.C. 1-1/4" C LLI DEV. LENGTH 80' W/ UNION - f ("7.,, OREGON (180 CFH) C.) pyo:4f23, II: ' P. 1 1/4"(305 CFH) Z 'IS G�- 2"(741 CFH)—\\ 1" 1 1/2" (436 CFH) 1" SOV W/UNION (399.98 CFH)1 1/4" G EXPIRATION DATE 06/30/2011 (199,900 CFH) / 1 1/4"(336 CFH) 0 1 1/4" LU TYPICAL 2)— f `� i 85 C SOV & CAP 3/4": (240 CFH) CO DATE: 3-7-2011 N FOR FUTURE Q T (140 CFH) O p' M�M BLDG. 85 r 4 W SUBMITTAL O G (100 CFH) 1 1/4" Z DATE: 2 2-1/2-0,140.98 3/4" Q O 0 CFH) UNION = 2-1/2"(1,280.98 38 CC DID DATE: LUCFH) 3/4"(80 CFH) / S.O.C. SOV & FINAL (TYP 3) CKE NO.: CONSPICUOUSLY CONN. BY G.C. LABELED "GAS GAS (96 CFH TOTAL) O ARCH. NO.: 1075 bi SHUT-OFF" METER 0 SCALE: AS SHOWN Im1 I �J r SHEET ISCALE: P5 . 0 GAS RISER DIAGRAM I N.T.S. 20 ?3aotg I. SCOPE OF WORK EXHAUST FANS --- PROVIDED 3Y OWNER AND INSTALLED 3Y MECHANICAL CONTRACTOR c cE N� � E INSTALL AIR CONDITIONING AND VENTILATION SYSTEM WHICH (7) MANUFACTURER: CASCO DUCT OR EQUAL. Cc v E 0 CO 2INCLUDES BUT NOT LIMITED TO AIR CONDITIONING UNITS, EXHAUST N 0•C ELECCL TRIC FANS, DUCTWORK, DIFFUSERS, REGISTERS, GRILLS AND CONTROLS. (8) INSTALLATION: INSTALL IN FULLY EXTENDED POSITION USING DESIG- EXT. OPERMFR. MODEL CFM SERVING REMARKS -0 w o 0 0 c ,.;M Y THE FINAL PRODUCT SHALL BE A COMPLETE WORKING, BALANCED ONLY MINIMUM LENGTH REQUIRED TO MAKE THE CONNECTIONS WITH NATION S.P. F.L.A. H.P. VOLT PH WT. lbs. C "' a SYSTEM. 1/2" WIDE POSITIVE LOCKING STEEL STRAPS OR APPROVED EQUAL. N SUPPORT DUCT AT THREE FEET MAX. OR AS PER LOCAL CODES. m L- °' A. UNLESS NOTED OTHERWISE, ROOFTOP A/C UNITS, EXHAUST BROILER HINGE KIT, U.L. 762 LISTED FOR GREASE. a) N / EF-1 CAPTIVE AIRE NCAI 4HPFA 815 0.80" 1/3 120 1 88 +�., t 0 FANS, HOODS, AND FLY FANS WILL BE PROVIDED BY MECHANICAL (9) MANUAL VOLUME DAMPERS: HOOD H-1 WEATHER PROOF GREASE RECEPTACLE v v c'n CONTARUCTOR. FRYER HINGE KIT, U.L. 762 LISTED FOR GREASE. ® c (A )DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE EF-2 CAPTIVE AIRE DU-33 HFA 860 0.80" 1/3 120 1 88 V a B. FOR PROJECTS LOCATED WITHIN 5 MILES OF SALT WATER HOOD H-2 WEATHER PROOF GREASE RECEPTACLENi. i lit COASTS, PROVIDE ROOF TOP UNITS WITH FACTORY APPLIED ¢ of INSTALLED IN EACH BRANCH OF ALL DUCTS AS INDICATED ON THE v, CORROSION COATING ON THE CONDENSER COILS. DRAWINGS IN ADDITION TO ANY VOLUME CONTROL AT OUTLETS. GRIDDLE HINGE KIT, U.L. 762 LISTED FOR GREASE. N EF-3 CAPTIVE AIRE DU-50 HFA 1050 0.80" 1/2 120 1 105 �' N II. SUPERVISION OF CONTINGENT CONSTRUCTION. (B) AFTER FINAL ADJUSTMENT OF SYSTEM, LOCK QUADRANTS AND HOOD H-3 WEATHER PROOF GREASE RECEPTACLEMr < rn MARK CLEARLY SHOWING DAMPER POSITION, OPEN AND SHUT A. INSPECT THE MATERIALS AND WORKMANSHIP POSITIONS. EF-4 CAPTIVE AIRE DR1OHFA 300 0.10" TOILET RMS. 1/8 120 1 30 v 0 OF THOSE TRADES WHOSE WORK WILL AFFECT THE INSTALLATION / W/ BACKDRAFT DAMPER WV ,,, a Qe AND/OR THE OPERATION OF THE SYSTEMS. INSPECTION REPORTS (C) DAMPERS IN ROUND DUCTS SHALL BE OF THE SINGLE BLADE Iii o WILL BE FORWARDED TO THE OWNER FOR THEIR FOLLOW-UP. dTYPE. FLY FANS - POV DED 3Y OWNER AND INSTALLED 3Y MECHANICAL CONTACTOR W N N B. SPECIFIC TRADES SUBJECT TO INSPECTION, WHERE (D) DAMPERS IN RECTANGULAR DUCTS: J • U -a APPLICABLE, ARE: -DUCTS 11" IN HEIGHT OR LESS SHALL BE OF THE SINGLE BLADE DESIG- ELECTRIC OPER MFR. MODEL C.F.M. SERVING REMARKS (1) PLUMBING - FINAL CONNECTIONS OF ALL PIPING TO A/C TYPE. NATION H.P. VOLT PH WT. lbs. CLIENT EQUIPMENT AND/OR SYSTEMS. -DUCTS 12" IN HEIGHT OR HIGHER SHALL BE OF THE OPPOSED ® O BACK MICRO SWITCH & ELECTRICAL - FINAL CONNECTIONS OF ALL LINE VOLTAGE BLADE TYPE. FF-1 MARS 48 CH 2550 1/2 120 1 60 ' i- DOOR � r(2) DOOR SURFACE MOUNTED CAB. Q N r, WIRING AND ALL LINE AND LOW VOLTAGE CONDUIT TO A/C DAMPERS SHALL BE MANUFACTURED BY TERRI- AIR BALANCE EQUIPMENT AND/OR SYSTEMS. INC., 13516 DESMOND ST., PACOIMA, CA 91331, TELEPHONE (213) FF-2 MARS LPV .36 900 DRIVE THRU 1/6 120 1 35 MICRO SWITCH & dih 0 OC co 629- 3341 , OR AIR BALANCE INC., 3100 WEST GRAND AVE., WINDOW SURACE MOUNTED CAB. W U IF (3) FRAMING - OPENINGS, CURBS, AND FLASHINGS FOR A/C CHICAGO, ILL 60622, TELEPHONE (312) 826-6000. EQUIPMENT AND/OR SYSTEMS. z X J N (E) FIRE DAMPERS: A. MATERIALS AND WORKMANSHIP KITCHEN EXHAUST HOODS -- POVIDED BY OWNED AND INSTALLED 3Y MECHANICAL CONTRACTOR - m -WHERE REQUIRED BY LOCAL CODES SHALL BE APPROVED AND 0 O (1) GENERAL - IN CONFORMITY WITH PLANS AND SPECIFICATIONS, FURNISHED AND INSTALLED. ' J LOCAL BUILDING CODES, AND ALL LEGALLY CONSTITUTED PUBLIC EXH. EXH. 0 J DESIG- MODEL SIZE EXH. FLAMEGARD MAKE-UP AIR AUTHORITIES HAVING JURISDICTION. J. INSULATION. MFR. SERVING DUCT VEL REMARKS NATION NO. C.F.M. SIZE FPM FILTERS C.F.M. (2) APPLICABLE SPECIFICATIONS AND STANDARDS - MATERIALS (1) DUCT LINING: ALL SUPPLY AIR AND RETURN AIR DUCTWORK AND AND WORKMANSHIP SPECIFIED TO BE IN ACCORDANCE WITH THE (2) 16"x16" U.L. LISTED # MH13522 TYPE 1 H PROJECT LATEST APPLICABLE FEDERAL N.F.P.A., A.S.A., A.S.M.E., A.S.T.M., PLENUMS EXPOSED ON ROOF AND EXTENDED BELOW ROOF LINE TO H-1 GAYLORD BROILER PG-ND-BDL-CB-48 4 -0 x 815 8"0 2335 N/A >- % A.G.A., AND S.M.A.C.N.A. STANDARDS OR SPECIFICATIONS. BE LINED WITH 1 -1/2" FIBERGLASS 1 -1/2 POUND DENSITY (CJ-3-3-BH) 3'-3" U.L. FILE #R6593 Q DUCT-LINER FACED WITH BLACK FIRE-RESISTANT COATING, MEETING 8 REQUIREMENTS OF N.F.P.A. 90A, AND INSTALLED AS PER (4) 10"x16" U.L. LISTED MH13522 TYPE 1 ° N PG ND AB 3O 5 -9 x „ H = B. PERMITS, LICENSES, PLAN CHECK, FEES, AND INSPECTIONS TOH-2 GAYLORD FRYER 860 8 Qs 2465 N/A 6 Z 0 BE OBTAINED AND PAID FOR BY THE G.C. AND PROJECT ARCHITECT MANUFACTURER'S RECOMMENDATIONS. DUCT DIMENSIONS SHOWN ON (CJ-4-4-FH) 2'-6" U.L. FILE #R6593 © 0), z o = THE DRAWINGS ARE SHEET METAL SIZE. C. PROTECTION. H-3 GAYLORD GRIDDLE XG-ND-BDL-PM 18 7 -1 x 1050 12"Qf 1340 (5) 10"x16" N/A U.L. LISTED # MH13522 TYPE 1a w U (2) DUCT INSULATION: ALL SUPPLY AIR AND RETURN AIR DUCTWORK (CJ-GOH) 3 7 U.L. FILE #R6593 CF-1--N 3� O a > L PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL MATERIALS, INSTALLED IN CONCEALED SPACES SHALL BE WRAPPED WITH Z Z EQUIPMENT AND ACCESSORY ITEMS. I"2 p U O ONE-INCH (1 ") THICK ULTRALIGHT INSULATION 3/4 POUND DENSITY, 4, V D. LOCATION OF DUCTWORK AND EQUIPMENT. WITH VAPOR BARRIER. W z GC (1) INSTALL AS REQUIRED FOR PROPER INSTALLATION IN AVAILABLE o (3) MINIMUM STANDARD OF INSTALLATION: END JOINTS ARE CLOSED a < , O • SPACE= AVOIDING INTERFERENCE WITH ARCHITECTURAL AND WITH 2" OVERLAPPING VAPOR BARRIER FLAP AND 2" JOINT FLAP IS H O0 D CALCULATIONS LEGEND MAC EU P AI UNIT SCHEDULE D M, o FORMED OVER LONGITUDINAL JOINT. OVERLAPPING FLAPS ARE a < M ccSTRUCTURAL MEMBERS AND WORK OF OTHER TRADES. STAPLED AND SEALED WITH PRESSURE SENSITIVE TAPE OR PLAIN " cn Q ~ (2) PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS TAPE APPLIED WITH MASTIC. Q= 250/FT (3.25x250) = 815 CFM MINIMUM EXHAUST REQUIRED. ITEM NO. MAU-1 O Lo r � D CLEAR. © USE 815 CFM WITH A 8" E.D. DUCT AT 2335 FPM. H--1 (4) AS MANUFACTURED BY OWENS/CORNING OR APPROVED EQUAL. CAPACITY (3) INSTALL DUCTS AS SHOWN IN A NEAT MANNER, SYMMETRICAL O FLAMEGARD FILTERS: (2) 16"x16" U.L. FILE * R6593 CUBIC FEET OF AIR CFM 2475 DRAWING TITLE WITH BUILDING LINES, LIGHTS, ACOUSTICAL TILE PATTERN, ETC. SUPPLY AIR DUCT C.F.M. K. BALANCING, 0= 150/FT (5.75 x 150) = 860 CFM MINIMUM EXHAUST REQUIRED. PER MIN. (4) DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE AND ARE USE 860 CFM WITH A 8" I.D. DUCT AT 2465 FPM. S.P. STATIC PRESSURE ESP (IN. W.G.) 0.35 SUBJECT TO REARRANGEMENT FOR PROPER INSTALLATION. CERTAIN H \ RUNS OF DUCTWORK AND PIPING SHOWN DISTORTED TO AVOID (1) CONTRACTOR SHALL BALANCE, ADJUST AND TEST ALL MOVING �2 H-2 FLAMEGARD FILTERS: (3) 10"x16" \ --- RETURN AIR DUCT UC UNDER CUT DOOR RPM 500 W CONFUSION. EQUIPMENT, AIR DISTRIBUTION, HEATING SYSTEMS, EXHAUST AND U.L. FILE * R6593 J MAKE-UP AIR SYSTEMS AS SPECIFIED AND AS INDICATED ON U.T.R. FAN MOTOR J UP THRU ROOF D DRAWINGS AND PROVIDE CERTIFIED BALANCE REPORT. 0= 150/FT (7.08 x150) = 1050 CFM MINIMUM EXHAUST REQUIRED. GREASE EXHAUST C.Q. CEILING DIFFUSER J Q ❑ E. ACCESS TO DUCTS AND CONCEALED EQUIPMENT. USE 1050 CFM WITH A 12" I.D. DUCT AT 1340 FPM. AIR DUCT HP 1/2 < U W ARE PROVIDE ACCESS DOOR OR PANEL REQUIRED IN CEILING OR WALLS BALANCING AND TENTING SHALL NOT BEGIN UNTIL ALL SYSTEMS H H-3 FLAMEGARD FILTERS: (5) 10"x16" ARE COMPLETED AND IN FULL WORKING ORDER. O G.G. CEILING GRILLE I Z * FOR ACCESS TO ALL CONCEALED DAMPERS, CONTROLLERS, ETC. U.L. FILE R6593 VOLTS 115 W S.W.S. SIDEWALL SUPPLY < U (3) CHANGES IN FILTERS, DRIVES, AND DAMPERS OR THE ADDITION -LI M VD MANUAL z i (n F. CLEANING OF PREMISES. OF DAMPERS, CONTROL DEVICES OR GAUGES REQUIRED TO VOLUME DAMPER S.A. SUPPLY AIR PHASE 1LLI W Cl) REMOVAL OF SCRAPS AND INSTALLATION RELATED DEBRIS FROM CORRECT BALANCE AS REQUIRED SHALL BE MADE AT NO FLA 9.8 W AREA. LEAVE ENTIRE INSTALLATION IN A NEAT, CLEAN AND USABLE ADDITIONAL COST TO OWNER. R.A. RETURN AIR 2 '- CONDITION. (4) ALL EQUIPMENT AND SYSTEMS SHALL BE RUN THROUGH THEIR O THERMOSTAT EXH. EXHAUST AIR SPEED 1 0 CYCLE TO CHECK FOR CORRECT WIRING AND SEQUENCING. HOOD VATE H.P. HORSEPOWER PART N0. 110446 Z H. HOISTINGNAND SETTING IN PLACE. 5 ALL INSTRUMENTS, FORMS AND PROCEDURES SHALL MEET THE SD SMOKE DETECTOR HOISTING AND SETTING IN PLACE OF ALL FURNISHED HEATING, AIR ( ) ‘t CONDITIONING, EXHAUST AND MAKEUP AIR EQUIPMENT. REQUIREMENTS SET FORTH BY THE NATIONAL ENVIRONMENTAL BTUH BRITISH THERMAL PUMP BALANCING BUREAU (N.E.B.B.). 1. ALL EXPOSED SURFACES TO BE 18 GA. TYPE 304 STAINLESS STEEL O REMOTE THERMOSTAT UNITS PER HOUR VOLTS 120 N H. EQUIPMENT. WITH #4 FINISH. SENSOR FLA. FULL LOAD AMPS TYPE AND SIZE AS SHOWN AND DESCRIBED ON THE DRAWINGS. (6) OWNER MAY ALSO HIRE AN INDEPENDENT, CERTIFIED AIR N REVISIONS BALANCE COMPANY TO VERIFY INSTALLATION, TEST AND BALANCE TO 2. ALL NON-EXPOSED STRUCTURAL SURFACES TO BE 18 GA. ARI. AMERICAN REFRIGERATION PHASE 1 z Q I. DUCTS. PROVIDE OWNER WITH A CERTIFIED BALANCE REPORT. GALVANIZED STEEL. INSTITUTE AMPS 0.7 0 (1) GREASE DUCT SHALL BE SELKIRK METALBESTOS ZERO 3. GREASE EXHAUST PLENUM TO BE 16 GA. GALVANIZED STEEL, OPER. OPERATING (/) 0 CLEARANCE FIRE RATED DUCT SYSTEM. OR 16 GAUGE WELDED STEEL CONTINUOUSLY WELDED AND PITCHED AT A MINIMUM 1/4" PER PART NO. 110436 CC WITH FIRE WRAP. L. WARRANTY FOOT TO A CLEANABLE RECEPTOR. EXH. EXHAUST w Q (2) GREASE DUCT MUST BE INSTALLED STRICTLY TO MANUFACTURES (1) THE ENTIRE H.V.A.C. SYSTEM TO BE FREE OF DEFECTIVE 4. HOODS ARE U.L. LISTED AND ARE CONSTRUCTED AND INSTALLED IN VEL. VELOCITY UNIT WEIGHT INSTALLATION INSTRUCTIONS USING ALL REQUIRED CONNECTORS, WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM ACCORDANCE WITH ALL U.L. SPECIFICATIONS WTW/O MOTOR 161 LS w 0 STRAPS, SEALANT, ETC... DATE OF START-UP. M.V.D. .MANUAL VOLUME DAMPER a (3) SELKIRK MODEL ZEROCLEAR"' (ZC) FIRE RESISTANCE RATED (2) THAT ALL EQUIPMENT FURNISHED AND INSTALLED WILL CARRY AO.S.R. OUTSIDE AIR OPERATING WT. W/O MOTOR & WATER 233 LB GREASE DUCT IS UL CLASSIFIED IN ACCORDANCE WITH UL 2221 , MANUFACTURER'S REPLACEMENT- PART WARRANTY FOR A PERIOD "STANDARD FOR TESTS OF FIRE RESISTIVE GREASE DUCT OF TEN YEAR FROM THE DATE OF START-UP. NOTES: UNO UNLESS NOTED OTHERWISE CABINET DIM. 0 STAMP ENCLOSUASSEMBLY (INCORPORATING AS OWNOUR FIRE INTEGRA RESISTANCE FRE P PROTECTIVE THE AIMAKE UP NINDEXHAUST TERLOCKING #SWITCH SYSTEMS SHALL BE CONNECTED LxWxH 34"x34"x34" Q ��4��"� PROFFsJ, (3) FURNISH, AT NO CHARGE WITHIN (30) DAYS FROM DATE OF BYELECTRIC0 c\ ��6 I HEFT oy ENCLOSURE). START-UP, ANY LABOR NECESSARY TO PROPERLY IMPLEMENT THE ABOVE EQUIPMENT WARRANTY RESPONSIBILITY. GREASE FILTERS SHALL BE CLASS 1 WHEN TESTED IN ACCORDANCE FILTER PADS CL .4 / 85317•E 1 / AS SUCH AND IN VIEW OF THE FACT THAT THE FOLLOWING CODES/ WITH THE TEST METHOD IN SEM 12-71 -1 . _ 1 J INSTALLATION STANDARDS MAKE DIRECT REFERENCE TO UL2221 AS (4) THAT ALL AIR CONDITIONING COMPRESSORS FURNISHED AND QTY 4 UJ ; OREGO BEING THE STANDARD BY WHICH GREASE DUCTS INCORPORATING INSTALLED SHALL CARRY A TEN YEAR MANUFACTURER'S f �' 4 Q THEIR OWN FIRE PROTECTIVE ENCLOSURE ARE TO BE EVALUATED, REPLACEMENT WARRANTY. HxW 28"x27" U /5/0 23, c� MODEL ZEROCLEARTM IS IN FULL COMPLIANCE WITH THE FOLLOWING Z 'y,9S R. G�� CODES AND INSTALLATION STANDARDS: MANUFACTURER ESSICKAIR 0 GAS / ELECTRIC AIS CONDITIONING UNITS PROVIDED 3Y MECHANICAL CONTACTO 2006 INTERNATIONAL MECHANICAL CODE MODEL NO. N34/48D ❑ 1 EXPDZATCON DATE: 06/34/2011 l 2006 UNIFORM MECHANICAL CODE COOLING HEATING HEATING ELECTRICAL �jJ 2004 NFPA96 - STANDARD FOR VENTILATION CONTROL AND FIRE DESIG- C.F.M. EXT. COOLING LOAD MBH COOLING COIL EAT REFRI- HEATING LOAD BTUH HEATER EAT OPER IFM NOTES - PROTECTION OF COMMERCIAL COOKING OPERATIONS MFR. MODEL MBH 0 ARI EER BTUH GAS BTUH GAS AFUE% UNIT IFM VOLT PH FUSE (J) DATE: 3-7-2011 NATION SA OSA S.P. © SITE CONDITIONS CO SITE CONDITIONS GERANT © SITE CONDITIONS C� SITE CONDITIONS WT. lbs. BHP MODEL ZEROCLEAR - GREASE DUCT PART FOR RESTAURANT COOKING SA/OSA INPUT OUTPUT MCA HP SIZE NOTES: Q BLDG. APPLIANCE. LISTED IN ACCORDANCE WITH UL1978 - STANDARD FOR 4000 92.8 SENS. 76.2 DB 131,500 67.4 DB 1. CABINET SHALL BE HEAVEY GAUGE GALVANIZED STEEL WITH m SUBMITTAL RTU-1 CARRIER 48TCDA12F2G3-p82C0 0 5 113.5 11 .0 410A 180,000 148,000 82.2 50.6 3 208 3 60 1 100 1 .84 ELECTROSTATICALLY APPLIED POLYESTER POWDER COATING FINISH. DATE: GREASE DUCTS. 2010 OMSC SECTION 506.3.1 .1 /250 /97.5 TOTAL /60.6 WB z z GREASE DUCT MATERIALS ALLOWS EXCEPTION: FACTORY-BUILT 2. UNIT SHALL HAVE ONE PIECE DRAWN BOTTOM PAN. 0 COMMERCIAL KITCHEN GREASE DUCTS LISTED AND LABELED IN 3. UNIT SHALL HAVE CHEM TREATED ADJUSTABLE WATER TROUGHS 0 3050 61 .0 SEMS. 79.9 DB 50,200 58.5 DB s ACCORDANCE WITH UL 1978 AND INSTALLED IN ACCORDANCE WITH RTU-2 CARRIER 48TCDA08F2G3-0B2C0 /830 0.5 87.2 1 1 .0 /76.5 TOTAL /B5.8 WB 410A 125,000 103,000 82.4 41.8 3 208 3 60 1010 1.68 IN PAD FRAMES. Cn 0 SECTION 304.1 4. UNIT SHALL HAVE JUNCTION B0X FOR FAN AND PUMP POWER BID DATE: CONNECTIONS. (4) GAUGE AND CONSTRUCTION: GALVANIZED SHEET METAL IN W ACCESSORIES FAN POWER LIMITATION SCHEDULE 5. UNIT SHALL HAVE FLOAT FILL VALVE AND BLEED-OFF KIT. ACCORDANCE WITH RECOMMENDATIONS OF THE LATEST EDITION OF I 6. INSTALL AND START UP TO MANUFACTERERS INSTRUCTIONS. > CKE NO.: S.M.A.C.N.A. AND TO COMPLY WITH ALL NATIONAL AND LOCAL CODE I z REQUIREMENTS. FACTORY CURB / 100% ECONOMIZER W/RELIEF MIkI RTU HP<CFM x 0.0011 = LIMIT O ARCH. NO.: 1075 L;,iSMOKE DETECTORS / DISCONNECT / FACTORY "ELECTRO MECANICAL, ECONOMIZER" CONTROLS Vir 4 (5) FLEXIBLE DUCT: ALLOWABLE LAST 5' OF RUN. 1 3<4000 x 0.0011 = 4.4 0 SCALE: AS SHOWN = FACTORY CURB / 100% ECONOMIZER W/RELIEF AC REFERENCE ONLY r� SHEET (6) MATERIAL: PRE-INSULATED FLEXIBLE FIBER- GLASS AIR DUCT, 2 3<3020xO.0011 = 3.32 V ENCASED IN A VAPOR BARRIER JACKET, K FACTOR OF 0.24 AT 75 SMOKE DETECTORS / DISCONNECT / FACTORY "ELECTRO MECANICAL, ECONOMIZER, CO2" CONTROLS NOT APPROVED WITH THIS PERMIT Y = DEGREES, MEET REQUIREMENTS OF N.F.P.A. 90A FOR AIR DUCTS, 1\/I 1 CD SPIN-IN TYPE WITH MANIIAI VUl [IMF HAMPER 4 -. o MINIMUM VENTILATION SCHEDULE PER OMSC 403.3 .c E �� AIR DISTRIBUTION AIR BALANCE DATA EC 2meq OCCUPANCY GROSS NET FLOOR PEOPLE PEOPLE TOTAL PER 1 000 TOTAL O.S.A. CFM E. c =Y UNIT & OPENING CLASSIFICATION FLOOR AREA O.S.A. CFM W oc, a DESIG- NECK BLADE SF NUMBER PER PERSON DE51G- SUPPLY RETURN O.S.A. EXH. CFM INT. CFM BLDG '�"' MFR. MODEL DUCT IN TYPE REMARKS AREA m it i NATION SIZE ANGLE NATION CFM CFM CFM PRESS. SIZE STRUCT. (FASTFOOD)DINING 2 1260 1000 100 100 7.5 750 FIELD PAINT TO CA 7500 AC 4000 3750 250 ---- ----- 250 N CFM NAILOR 1212-24"x24"-L-AW-SR12 12x12 12" 2x2 GRID - CD COLOR CHOSEN 1 .4=s o NAILOR BY ARCHITECT OFFICE 70 60 5 1 5 5 7500 FIELD PAINT TO mler- 3050 2750 830/455 (1) ------ ---- 830/455 CD COLOR CHOSEN E o 0808-24>,x24,>-L-AW-SROs 8x8 8" 2'x2' GRID - BY ARCHITECT _ N- cn > Z FIELD PAINT TO Y -1 61 FH 22x22 18"0 2'x2' GRID 0' CG o 4 o ,_. NAILOR „ " COLOR CHOSEN �GFM 22 x22 ,S-AW-N BY ARCHITECT GENERAL NOTE: E ---- -- ---- 815 ---- -815 c 4 FIELD PAINT TO W E-2 NAILOR 6145H 22x22 16"0 2'x2' GRID 45' CG COLOR CHOSEN 1 . RETURN AIR DIFFUSERS TO BE LOUVRE FACE DESIGN; TO BE APPROVED BY OWNER. 0 ---- ---- ---- 860 ---- -860 as N- CFM 22"x22",S-AW-N J BY ARCHITECT J • uc U �a FIELD PAINT TO 2. MECHANICAL MANUFACTURER 'TITUS' IS AN APPROVED SUBSTITUTE FOR NAILOR. 411 ---- ---- ---- 1050 ---- -1050 NAILOR 7500 __-- __-- 300 ---- -300 COLOR CHOSEN EF ---- CLIENT CFM 1010-24"x24"-L-AW-SR10 10x10 10"0 2'x2' GRID - CD BY ARCHITECT PLAN NOTES: 4 Q FIELD PAINT TOo d- 1 -R- l 6145H 0 7-DAY PROGRAMMABLE THERMOSTAT FOR ROOFTOP AC UNIT. MOUNT ON WALL 48" A.F.F. r----CFM NAILOR 10"x10",S-AW-A 10x10 8"0 10x10 45' CG COLOR CHOSEN N CI� BY ARCHITECT PROVIDE HONWEYWELL - THERMOSTAT SHALL HAVE: SETBACK TO 55 °F (HEAT) AND CMAU 2475 +2475 L 7500 FIELD PAINT TO SETUP 85 °F (COOL) FOR UNOCCUPIED PERIOD, 7-DAY CLOCK, 2-HOUR OCCUPANT 1 0 ( of NAILOR14x14COLOR CHOSEN OVERRIDE, 10-HOUR BACKUP IF LOSS OF POWER, 5 F DEAD BAND BETWEEN HEATING L� CFM„,/ 1414-24"x24" "0 2'x2' GRID - CD BY ARCHITECT AND COOLING MODE, OPTIMUM START CONTROL TO MEET SETPOINT AT TIME OF Z Ox J cN FIELD PAINT TO OCCUPANCY. - m � � "4 1 NAILOR -7500 - - 16x16 16"0 2'x2' GRID - CD COLOR CHOSEN 0z CFM 161624 x24LAWSR16 BY ARCHITECT © WALL PLATE TEMPERATURE SENSOR FOR ROOFTOP AC UNIT. MOUNT WALL 48== A.F.F. TOTALS 7050 6500 3555/3180 3025 ----- 530/155 O �J - V ' rn 5V FIELD PAINT TO PROVIDE HONEYWELL C7772A-E OR EQUAL. CONNECT TO PROGRAMMABLE THERMOSTAT. - J 0 FC NAILOR 24"x12'�,S AW-A 24x12 14"0 24x12 ADJ. WG COLOR CHOSEN NOTES: E Ln U BY ARCHITECT © AIR TEMPERATURE SENSOR MOUNTED IN RETURN DUCT OF ROOFTOP AC UNIT. PROVIDE (1 ) THIS IS MINIMUM VENTILATION AT FULL OCCUPANCY PER OMSC TABLE 403.3 (SEE r0-- 6145H FIELD PAINT TO HONEYWELL - C7031B OR EQUAL. CONNECT TO PROGRAMMABLE THEROMSTAT. MINIMUM VENTILATION SCHEDULE THIS SHEET)) PLUS 75 CFM FOR DIRECT VENTILATION PROJECT NAILOR » 6x6 6"0 6x6 45' CG COLOR CHOSEN OF RESTROOMS. AVERAGE OCCUPANCY OSA SHALL BE SET AT 50% OF FULL OCCUPANCY Q is; cFM 6"x6",S-AW-A . BY ARCHITECT SMOKE DETECTOR A_ARM SENSOR FOR ROOFTOP AC UNIT SMOKE DETECTORSSENSOR OR 380 CFM PLUS 75 CFM FOR RESTROOMS BUT SHALL BE CONTROLLED BY CO2 CONNECTS TO (2) DETECTORS AND CAN MONITOR, TEST, ALARM AND MANUAL RESET SENSOR TO OPERATE OSA DAMPER TO INCREASE OSA AS NEEDED (SEE SPECIFICATIONS TD Z o ALARMS. MOUNT SENSOR ON WALL 48" A.F.F. AND CONNECT TO SMOKE DETECTORS FOR ON SHT M5.0) a "' ROOFTOP AC UNITS. PROVIDE INNOVAIR - RTS2 AOS OR EQUAL. 7 — ct ci 1- LI 0Uo Q I 1 96 V < 0 a_ LSI I , (.., • 1 � 1EXH. DUCTU.T.R. CD ct D 1 1 , (Es , 9 _g_ _ _I, ,It_ 21' L-1-1 * .. < p() . _ ,_,_ .,, , : --, — _ 7 .. _ _I I 8"» 8"� ISI . A, O O O O L1RAwING TITLE K 1 Goo J � � 1 a rn I N?\ 20C,J � � '►,i 265 : P"\--- \ \ I 8"0 '.*1 �790� `� 14”0 1��"0 Li --- -� �' � 1 �f • s, A �I� � 10�� . „._„ 260 ,..j.,,, � IMO IF ' -CO -10 18�'� II ,� 1« �� — Irl 8 I 60 I'' 10"0Q �T 1 AC-2CD co% - -� I I -� �— O U °� zi-• I�±�lli _ �m� I 8"0I ` Z _ 1:i X l LINED SUPPLY DUCT ,,`<, — Q —t 1131 i �,, 0 PLENUM U.T.R. TO AG--•2 1 r 0 ® � = J _. I ,.�., �� , . -� LINED RETURN DUCT - r r� II,n"�! I -�� n- '� '� 18 0 I L I _ 25 PLENUM U.T.R. TO AC-: la \,-" ,—I W A) 1. -1 AC-2 S Q ,-------L-- -- --- , i ] L. I I C/ l� rI� ,1 �I - . f� �E � O C 11 I I SENSOR PROBE 8 0 `i i i `x' ,,,`� i f LINED SUPPLY DUCT \\ I `x ! I 1! s 6»� ! /rJ�,. I N R ETU R`J \ I 1 / 4, ► I \ � \ 11 "'[[[ I '\) I ',/,`4N PLENUM U.T.R. TO I + 90 DUCT q7 __`-� \ AC-1 rl�r-�'I_ --�� i /� � X6-5 �_ 1_14.,_,-�."" 1 - I , --/ i • CREASE I ____1__'___==�I It I - 1 AClir / I lo 260J CU REVISIONS DUCT U.T.R. + r PM AI � '� 16"O 640 740 LINED RETUF= DUCT h )-:-: ‘ 1 /) ( 0 0 14»w PLENUM U.T.R. -� AC--1 �I in a _ c/si » . , Ai. 0, A 1� i !_ fr..:,. 1 "�',_ I 18"0 I �/ 1 , E II 10 110 O 10"� J m 14"0I II �� 1 _I E I p 18»0 `� - .---- . \ - X137 ) i 16"0 — o ! i4 W I a / I \ 14 ¢�, lailli0t1 I 18x18 UP THRU tfl- — CL I I14 I 1 I / 41 ROOF 1 C MALI-1 r MI O I ►\; 950 C_____ 640,.) I \ I I V MAI • I INI �-I1 D"flL I1 I I40 \ J �� 0 STAMP MANUAL VOLUME D�IMPERS I1--)(-(3-4711° 0 R0 • �1 O I— PROF 640 1,1 AT EACH DUCT TAKE-OFF I /.)--- �� I `��E� Fff \ ` I 1 : _� �r� \26' 116141 - M� �NS *G k£F ,y (Irr l 4. \ A.:;:, \ 1$' + T7 1 " I� -I a I .``v6531 • / WM LI al [ �I fg Di .-I -- —JI W 0IA, R 0 '� E L645� I 12) — 10"0 01 ' -c 2j, '1%� �O ltr'► ,1�q.� — I 0GREASE v ��•'.••.r. �r I I� �� I 6/0 3' G�� 1..�� N :/// 260 oglik "0 fel icrougn0 EF Li ❑ EXPIRATION DATE- 06/90/2011 , 3 MI GREASE-] - - _. DUCT U.T.R. ..-I ax1 q MOTnt'17ED CnNTROL\\ '~,1 J 1 oa 785 / �^..", lPi_1 IN CU:-.,7 ,i i` T BELOW `-- (---H----,�,,/-EF- \260 t.65 [-0 < DATE: 3-7-2011 ROOF PENETRATION I -� A. ri •\ 2� 2 i I "�� i I BLDG. .: SUBMITTAL 0 LAI - - - - - v I ® - - - - J REFERENCE ONLY DATE: I- I0 NOT APPROVED WrIM THIS PERMET o 0 3 I}� I �r - - - I u-, I 4 BID DATE: O 1 W g CKE NC.: ARCH. NO.: 1075 Li L J U SCALE: AS SHOWN I I a9 Z r rt SHEET 4 PROJECT LT_I �CRT� l\1 2 . 0 07x-� T •`-.2 I NEg if v c Ft_ 5 Zit ava r_. _ I__ _ _ _43 1 I [ fa .5 -4g I 1 1 I I (- -1N d U V I _ }� I .I Li. C - 0 0 cn r 00 00 Q 0 0 z a C ® ill N ,„ r aa Cl) sli �cn � csi .. ""``�.��.�� In LLIEl: --------....,„ M - Ti N N Com', W W a 0o 1-- I _ ___, z 0 1 to o0 I �V -a I \ --ALIGN INSIDE EDGE - '- o OFAL CURB WITH FACE ROOF HATCH 20 OF TRUSS BELOW RE: SPECS' & AC 8 SMOKE DETECTOR IN 1 .- „ CLIENT CD � RETURN AIR DUCT (TYP.) r..,, 1 A-7 p ALIGN INSIDE EDGE N I TYPE "B” WEATHER CAP OF CURB WITH FACE 3'-O" MIN. ABOVE BUILDING n OF TRUSS BELOW O r'- CO AIR INTAKES. C 1- O --1 r_ /___--i FAN DISCHARGE SHALL BE SITUATED — O OP i- I I / 1 �'�► I I I / I �'�► 2 Z X N _I 1 I / t •/ I 1 1 / 1 •rN LEVEL WITH ROOF PARAPET AND 10' m I I x I `' I I I x I 5'-O" MIN. O -I 00 AWAY HORIZONTALLY FROM ANY PART OF II I I / I I �'� �� I I \ I �� 8 ,'' = >. BUILDING STRUCTURE - ,'i I/ N. `_ �►s OF CURB (WITH ACE I 'I I/ � A-7 MECH. SETBACK r/ tt�� m N k---'I n' L---'I i�---� \ / CD I �;; iix L I �� OF TRUSS BELOW ,I � ' AC-I r_..; (`r} H RIDGE LINE j J L J 1�I. MG'S '� j 1 '''''` ,.1 I l'jqr'' '- Y L o cn _ r - � 1 -I a POWER & CONTROL PROJECT �' � O. 1 rte,, STUB-UP'S BY ELECT. }- cv CONTRACTOR (TYP.) 3/4"0 CONDENSATE to EF 1 frit.A ',.."� DRAIN LINE TO CODE ® o 1 M-4 \ .iv ^. GAS STUB-UP BY- APPR'D RECEPTACLE s a IIS PLUMBER (TYP.) BY PLUMBER (TYP.) l �' ci Z t' 5'-0" MIN. o I- RE: PLUMBING DWG.'S z 0 — MECH. SETBACK , U) ` ` vi POWER STUB-UP BY - FAN DISCHA 2GE SHALL BE SITUATED ELECT. CONT'R (TYP) " 3 > 0 LEVEL WITH ROOF PARAPET AND 10' MAKEUP-AIR UNIT iz Z — Z AWAY HORIZONTALLY FROM ANY PART OF 3 I 1 © Q BUILDING STRUCTURE 0�� 449 0- W M4 M-3 i- r II = -+ COMPRESSOR — R Z O a rte. I RE: SHEET "K-2" Y ix N ' < to rx !liar �tl filth `�...... `l�` /!J ELECT. CONT'R (TYP) r tii `� POWER STUB-UP BY , v V) -t ~ �1 4, O \:l tr r R. D IPOWER STUB-UP BY Sit I ELECT. CONT'R (TYP) `� ilk ail - L �'"' II 1I I DRAWING TITLE �I/ 1L�-----JI, It_ �I it, JI f` n — +— —I g, 2 EF 1 -1 = 1 I �W 1001 01 � � L I 141 z Li- z H 1-1 i 0 cc EL MECHANICAL ROOF PLAN I I 0 2 CONTROLS FOR MAKER UP AIR UNIT MAU-1: CONTROLS FOR MAKER UP AIR UNIT MAU-1 (CONT.): CONTROLS FOR MAKER UP AIR UNIT MAU-1 (CONT.): L LIMIT PROVIDE COMPLETETWOSTAGE CONTROLS FOR MAU-1 INCLUDINGLVBUT NOT SEQUENSE OF CONTROL FOR MAU-1: DEGREES (OR AS SET) THEN THE SOLENOID DRAIN VALVES SHALL BE OPEN, WATER NOTE: d- LIMITED TO: TWO CONTROLLER, SOLENOID VALVES, SUPPLY SOLENOID VALVE SHALL BE CLOSED AND CIRCULATION PUMP SHALL BE OFF. IF CONTROL DAMPER, DAMPER ACTUATOR, RELAYS, SWITCHES, PROVIDE 120 V POWER/ CONTROL CIRCUIT FOR MAU AND INTERLOCK 1- DISCONNECTS, WIRING, CONDUIT, ETC. AND INTERLOCK WITH THROUGH RELAYS TO THE THREE EXHAUST FAN CIRCUITS AT HOOD AR TEMPERATURE GOES ABOVE 50 DEGREES THEN THE CONTROLLER FIRST STAGE SHALL 1. DIMENSIONS TO EXTERIOR WALLS ARE TO OUTSIDE FACE " EXHAUST FANS EF-1, 2 AND 3. ALL WORK TO BE INSTALLED PANEL SWITCHES. CLOSE THE SOLENOID DRAIN VALVES AND OPEN THE WATER SUPPLY SOLENOID VALVE TO OF STUDS. CV -i TO IMC, UPC, NEC (120 V WIRING AND CONDUIT MAY BE FILL THE WATER PAN OF MAU. (A BUILT IN FLOAT VALVE ON MAU SHALL CONTROL THE • 2. RE: SHEET "M-1" FOR MECHANICAL EQUIPMENT SCHEDULES. REVISIONS SUBCONTRACTED TO ELECTRICAL CONTRACTOR). COORDENATE WHEN ALL THREE HOOD PANEL SWITCHES ARE OFF THEN THE PAN WATER LEVEL) IF THE OUTSIDE AIR TEMPERATURE CONTINUES TO RISE ABOVE A 5 EXHAUST FANS MAU FAN AND CIRCULATION PUMP SHALL BE OFF DREGEE DIFFERENTIAL OR AS THEN THE CIRCULATION PUMP SHALL BE STARTED BY Z WORK WITH ELECTRICAL CONTRACTOR TO PROVIDE POWER ' ( � 3. ABOVE DIMENSIONS ARE FOR GENERAL LAYOUT. G.C. TO CIRCUITS FOR ALL MECHANICAL EQUIPMENT. CONRTOL DAMPER SHALL BE CLOSED AND WATER SUPPLY SOLENOID THE SECOND STAGE OF THE CONTROLLER WHICH WILL CAUSE EVAPORATIVE COOLING IN VERIFY EACH SHAFT & DUCT WILL ACCURATELY ALIGN WITH 0 TWO STAGE CONTROLLER SHALL BE: JOHNSON CONTROLS VALVE TO MAU SHALL BE CLOSED. THE MAU WATER PAN DRAIN MAU. THE CIRCULATION PUMP SHALL CONTINUE TO RUN UNTIL THE OUTSIDE AIR PROJECT HOOD PLENUM BELOW. MODEL A28AA, ADJUSTABLE RANGE 20 TO 80 DEGREES F, SOLENIOD VALVE AND WATER SUPPLY DRAIN SOLENOID VALVE SHALL TEMPERATURE DROPS BELOW 50 DEGREES AND THEN TURN OFF. IF THE OUTSIDE AIR NORTH 0 ADJUSTABLE DIFFERENTIAL 2 TO 7 DEGREES F, REMOTE BE OPEN THROUGH A REVERSE ACTING RELAY AND SEPARATE 120 V TEMPERATURE CONTINUES TO FALL BELOW THE 5 DEGREE DIFFERENTIAL THEN THE WATER CC C1 POWER CIRCUIT. SUPPLY SOLENOID VALVE SHALL CLOSE AND THE DRAIN SOLENOID VALVES SHALL OPEN SENSING BULB STYLE 1, 10' OF SENSOR TUBING, 120 V AC, REFERENCE ONLY 16.0 FLA OR HONEYWELL WHEN ANY ONE OF THE EXHAUST FANS IS TURNED ON BY THE TO DRIAN THE MAU WATER PAN AND THE WATER SUPPLY PIPE. (THE SEQUENSE IS TO SOLENIOD VALVES SHALL BE: MCMASTER-CARR PART # HOOD PANEL SWITCHES PREVENT FREEZING OF MAU AND STOP EVAPORATIVE COOUNG BELOW SETPOINT NOT APPROVED WITH THIS PERMIT 2660K22, QTY (3), PIPE SIZE 1/2", MAX. PSI 150, 120 V, THEN THE CONTROL DAMPER SHALL OPEN AND MAU FAN SHALL TEMPERATURE.) w A 0.84 FLA OR ASCO. TURN ON. THE TWO STAGE CONTROLLER SHALL CONTROL THE CL RELAYS SHALL BE: MCMASTER-CARR PART 7266K54, SWITCH SCALE A # SOLENOID VALVES AND THE CIRCULATION PUMP OF MAU. THE REMOTE „ , „ TWO CIRCUITS ON OR OFF - DPDT (8 PIN), 120 VAC, 28 MA SENSING BULB SHALL BE LOCATED OUTSIDE IN A SHADED AREA ON 1/4"= -d ^ - . POWER CONSUMPTION, 10 A RATING AT 240 VAC , PROVIDE THE ROOF AND TRANSMIT OUTSIDE AIR TEMPERATURE TO THE V STAMP WITH WIRING SOCKETS. CONTROLLER (LOCATE THE CONTROLLER IN THE CEILING NEAR THE NOTE: DIMENSIONS SHOWN ON THIS DETAIL ARE FOR THE EQUIPMENT 18 1/2" NOTE: DIMENSIONS SHOWN ON THIS DETAIL ARE FOR THE EQUIPMENT H p PROF' CONTROL DAMPER SHALL BE: RUSKLN MODEL CD60 LOW SOLENOID VALVES). IF THE OUTSIDE AIR TEMPERATURE 1S BELOW 50 SPECIFIED AND WILL VARY !F OTHER EQUIPMENT 15 USED. CONFIRM EXACT i� 0.D. 1( SPECIFIED AND WILL VARY IF OTHER EQUIPMENT IS USED. CONFIRM EXACT O '`CCR�" Fff LEAKAGE DAMPER, 16 GAGE GALV STL FRAME AND (2) 14 DIMENSIONS WITH EQUIPMENT MANUFACTURER. DIMENSIONS WITH EQUIPMENT MANUFACTURER. \5 AG - -, " �© GAUGE GALV. STL BLADES, PVC BLADE EDGE SEALS, FLEXIBLE k, 2 METAL COMPRESSION JAMB SEALS, LEAKAGE RATE LESS THAN 4 MAU-1 „ " 0 23" O.D. �, a. 6531 �'E �-- CFM / S.F. AT 1" WG SP, PD LESS THAN 0.05" WG AT 1000 PROVIDE 1/2" DRAIN IN 22 1/2 O.D. „ „ 1 o I SHT MTL FLASHING UP INSIDE MAU1FPM FACE VELOCITY. DAMPER SIZE IS 18"X18". AND OVER AND DOWN TOP OF CURVE BOTTOM OF WATER PAN �' � 2 x10 FOUR-WAYfl9 r-__-----, �' REGONDAMPER ACTUATOR SHALL BE: BEUMO MODEL NF120 -S) US, LEVEL BUILT-UP Y , O( FLOAT VALVE CONNECTION -----� a -. FR 4-W ::: :I:7 120 V, 7W RUNNING, 5W HOLDING, TORQUE 60 IN-LB, TWO ROOF MEMBRANE UP 1NSEDE MAU 1/4" CW 2-HR GREASE �! WOOD CURB BY G.C. EXHAUS2 HR T DU TE I I �j U 23. Z% �� POSITION - OPEN/CLOSED, SPRING RETURN CLOSED AT POWER AND OVER AND DOWN TOP OF CURB 1/2" CW ' OFF. FIELD FABRICATED ROOF CURB - EXHAUST DUCT --A �v 4-WAYASEBY EXHAUSTS DUCT DOWN THRU ROOF 1 ►� BASE BY LEVELHAUST CURB z �S G�� PROVIDE FUSED POWER DISCONNECTS FOR AND NEAR: MAU 18Wx18Lx12H TREATED 2x12S 1/4"/FT �' AN MANFACTURER PLAN VIEW ROOF OPENING OF SHAFT .� / `� FAN MANFACTURER -SLOPE WHEN ROOF OPENING OF SHAFT SUPPORT MEMBERS. O FAN, MAU CIRCULATION PUMP, EACH SOLENOID VALVE AND - I I I -----� N+` L--...... J �- Q r DAM 06/30/ 1 1 CONTROL DAMPER ACTUATOR. 4X CANT STRIP LJ ,r� WATER IS OFF TO DRAIN SUPPORT MEMBERS. )�tATION 1 ROOF MEMBRANE-N 18x18 LJIJ. 1LijjL ROOF MEMBRANE 6" UP PIPE PLAN VIEW PLAN VIEW ROOF DECK ' { W/HOSE CLAMP (TYPICAL FOR GENERAL EXHAUST FAN - r �CI SEE MECH. FLOOR PLAN Cl) DATE: 3-7-2011 � � ROOF PIPE PENETRATION AND PIPE MTL FAN BASE I SHEET "M-2" FOR MTL FAN BASE SUPPORT LEGS EXH. FAN ON BY OWNER DESIGNATED DUCT SIZES EXH. FAN ON BY OWNER COBLDG. 1 ROOF INSULATIONlk ". S U ) HINGE EXHAUST FLASHOVER DUCT TO HINGE CO SUBMITTAL O / „ / W/FLANGE CURB (IYP.) Ni, PRE-FAB. ROOF - W/FLANGE z DATE: PROVIDE 4x4 BLOCKING FASTENED d 1 2" PAN DRAIN SOLENOID VALVE 2-HR _ 2 TO ROOF JOISTS FOR SUPPORT OF 1/2 CW DUCT GREASE 2"x" CURB BASE 4X CANT STRIP ,14‘4 JOISTS (TYP.) DUCTR GREASE 2"x" CURB BASE 0 CURB & SUPPORT LEGS ON MAU -i) • 1/2" D 1 _ SUPPORT BY G.C. ` 1 _ SUPPORT BY G.C. Q 180 18x18 - ':F = 1/2" CW SOLENOID VALVE 3" or 6" MIN. - 12" 4X CANT STRIP /` �' 1 3" (or 6" MIN.) - 12" 4X CANT STRIP BID DATE: NOTES: -1/2"x1/8" " " ROOF JOIST-�/OVERFLOW D- 1I T " MAX AIR SPACE. BASED MAX. AIR SPACE. BASED IA F-7:77---i--.--,11-C-:77,7. a�PROVIDE 1-1/2"x1 1/2 x 1/8 ANGLE IRON SUPPORT FRAME AROUND 18x 1$ MOTORIZED �' ��-1/2 CW DRAIN SOLENOID VALVE ON JURISDICTION. i ON JURISDICTION. BASE OF MAU WITH 1" DIA WELD STEEL PIPE LEG AT EACH CORNER. CONTROL DAMPER I 'J CSE NO.: " „ " 1/2" CW TUBING, SEE SHT - N ��, PROVIDE 3x3 x 1/8 S I LEL PLATE FOOT WELDED TO /EACH LEG. LAG DRAIN---1 2-HR GREASE �� $ _1� ggi 2-HR GREASE DUCT— �- II OARCH. NO.: 1075 TURNING VANES P-4.0 FOR CONTINUATION BOLT EACH FOOT TO DECK AND BLOCKING WITH (2) 3 8"0x3" LAG DUCT w BOLTS. PROVIDE 1"x2"x1/8" MTL TAB WELDED TO TOP OF EACH CORNER IN DUCT ELBOW -1/2"D, SEE SHT P-4.0 > OF SUPPORT FRAME AND FASTEN TABS TO CORNER POSTS OF MAU WITH SECTION VIEW: FOR CONTINUATION SECTION VIEW x,,,,14 0 SCALE AS SHOWN a (2) SHEET METAL SCREWS IN EACH TAB. �-/ SECTION VIEW _------' SECTION VIEW 0 SHEET M3 . O-JSCALE SCALE SCALE SCALE EXHAUST FAN DETAIL - EF-2 & 3 -__-.. T i U $ t0NUo I) W c C ±+ ')'nu- � fa 3 N m .0 i y U V �'' cn N C -C C I I Q i of Q a i I I I ` a. Csi " h Q / z z A I Ivb oLii inace o I I :iii \ I I / nt � a /� TERMINATION OF FIRE / RATED SHAFT AT TOP M-3 ._J 1 U u g 2x LEVEL ROOF CURB OF ROOF CURB �, 0 - BY GENERAL CONTRACTOR _ K ? 2x LEVEL ROOF CURB f _1 (SEE SHT. "M-3" FOR SIZES) 2x LEVEL ROOF CURB BY BY GENERAL CONTRACTOR ._,.. CLIENT GENERAL CONTRACTOR (SEE / \ p (SEE SHT. "M-3" FOR SIZES) SHT. "M-3" FOR SIZES) X x l N FURNISH SELKIRK MODEL ZEROCLEAR 2 HR GREASE DUCT FROM HOOD TO EXHAUST FAN. INSTALL TO MANUFACTURERS FURNISH SELKIRK MODEL ZEROCLEAR 2 HR GREASE DUCT INSTRUCTIONS. SEE SPECIFICATIONS ON SHT M-1.0 - ANSUL R-102 FROM HOOD TO EXHAUST FAN. INSTALL TO MANUFACTURERS B- ALL EXPOSED PIPING FURNISH SELKIRK MODEL ZEROCLEAR 2 HR GREASE DUCT INSTRUCTIONS. SEE SPECIFICATIONS ON SHT M-1.0 I O ��- co CHROME SLEEVED FROM HOOD TO EXHAUST FAN. INSTALL TO MANUFACTURERS I \\\\\\ U 1 1/2" OR THICKER CEMENTITIOUS x i 8",.. INSTRUCTIONS. SEE SPECIFICATIONS ON SHT M-1.0 1/2" OR THICKER CEMENTITIOUS WALLBOARD OVER I WALLBOARD OVER THE HOOD AND FULL S/S BACK T� Ilillikli THE HOOD AND EXTENDING NO LESS THAN 18" IN l I l Z X CU EXTENDING NO LESS THAN 18" IN �____ ALL DIRECTIONS FROM THE HOOD. SEE DIV. 9 1 -0" Q > ALL DIRECTIONS FROM THE HOOD. - • +�:4=ter ��f „ /- '� 18" 2 -1 1.5 MOUNTING C) SEE DIV. 9 18 �-, „ �' " r �.� 18 HOOD DUCT ENCLOSURE \1/4 �, I ' .i ' FLANGE • d " 8Y HOOD MFG. ON \\\\ ,e, O (2) 16 X 16" FLAME GARD TYPE " 1.5 MOUNTING Rin 1 TEFLON COATED FILTERS `" �' / 8 / FLANGE �' ANSUL R-102 fi .. ALL ANSULR-102 PIPING AND H 1 -0" ALL EXPOSED PIPING SND \ 1.25" SQ. EDGE Q PROJECT 1- FITTINGS CHROME PLATED. (3) 10" X 16" )- •i- FITTINGS CHROME PLATED. , 1 �— (5) 10" X 16" >- \ COUPLING /� x • 2 CD • 1---71A1,..1.....-----... ., FLAME GARD FLAME GARD o Q "' _ -• "' _ _ _ ^ TYPE 1 TEFLON = \ TYPE 1 TEFLON ® N ,n � CATALYST \ 1 g" �' COATED FILTERS i' CAPTURE LIP ci C.� A' COATED FILTERS z Z z z x R z 0 — 73 _� Lu- '`r _ C ( ) ( ) ((-' 3" SUPER �'j M __ f— HALF END PANEL C' �_ '"'Ill _ ` a j OUTLET r tm 1424G INLET z z CAPTURE UP �v - -=,-___e_\\_\ --------------"" BOTH ENDS z r, ft I 'j' ri \ "QCw z - -I eRa�R R '�- �- _ 1 ! `� -- 1.5 MOUNTING '� ;�, �..--- 1.5 MOUNTING W 3 Q 0 �r ---- •i °' o b r FLANGE ♦ i \ FLANGE d.w irx n o �" �' °' -� - 3" AIRSPACE Q' �i U 5" AIRSPACE Q -4. �_ 5" THICK FREEZER WALL Q M u 4 irli + \ q \ Ce \ \ t \ .\ \ , , i f \ • ♦ •` \ liiii-iiimai ——I DRAWING TITLE NOTE: COORDINATE LOCATION OF NOTE: COORDINATE LOCATION OF NOTE: COORDINATE LOCATION OF EXHAUST FAN DUCTWORK AND ROOF EXHAUST FAN DUCTWORK AND ROOF EXHAUST FAN DUCTWORK AND ROOF PENETRATIONS PRIOR TO TRUSS PENETRATIONS PRIOR TO TRUSS PENETRATIONS PRIOR TO TRUSS INSTALLATION OVER KITCHEN INSTALLATION OVER KITCHEN INSTALLATION OVER KITCHEN EQUIPMENT. NOTIFY TRUSS EQUIPMENT. NOTIFY TRUSS EQUIPMENT. NOTIFY TRUSS MANUFACTURER TO ADJUST SPACING, MANUFACTURER TO ADJUST SPACING, AS NECESSARY. AS NECESSARY. MANUFACTURER TO ADJUST SPACING, AS NECESSARY. Q zo Q 0 F-' _ = W W 2 dr. T _ SELKIRK W/ TRANSITION COLLAR CV r REVISIONS SELKIRK W/ TRANSITION COLLAR INCLUDED WITH HOOD INCLUDED WITH HOOD EXHAUST DUCT MOUNTING/HANGING FLANGE Z HANGER BRACKETS WITH EXHAUST DUCT CFM 1050 O CFM 860 „ 5/8" HOLES ON 6" CENTERS SIZE 12" I.D. /� 3 GREASE SIZE 8" I.D. FPM: 1340 A -/ `CUP 3" FPM: 2465 S.P. .75" 3" INTEGRAL AIRSPACECC S.P. .80" W Q • r • r a 1 ! `\ ♦ f •/ / ! / /J�//f f I '7/ /•/! ////{/J ///// / / / // /I1--- "1 \•\ \ .\ \ ‘-\.X \ \\ \\\,('\\• >LLI J� • • • I \\ 1 I Q ---,-�-=Q--- _ _ -I °- SELKIRK W/ TRANSf(ION COLLAR , -'FUSE LINK INLET _ o, �r�l ;�, _ - 0 —CHEMICAL INLET o io _ INCLUDED WITH HOOD '''� p f - 6 �� _ ` -�- N FUSE LINK INLET J DETECTION INLET �i O HsTA�sP . EXHAUST DUCT / \ - PREF CFM 815 „ CHEMICAL INLET CHEMICAL INLET „ ,_-N _ SIZE 8" I.D. 2-0 0 3��;�"---- 0 c,'`�C��-� 1 stet� �' FPM: 2335 2 1/2" S.P. .80" 3" 5'_6" ." / 100W LIGHT FIXTURE 6 =� \ 111_ ,.:44 653 4' ' T-. 14 GA S/S HALF END PANEL ® 150 CFM/LF ' ' ' y W OREGON END PANELS , 3'-3" RIGHT AND LEFT ENDS 11 r HALF END 7,-�„ -'� '�, © PLAN VIEW PLAN VIEW / 0 950 CFM/LF CSD 250 CFM/LF 14 GA S/S PANEL LEFT END ( 2 f �� z dAs G�c�Ri PLAN VIEW 0 HOOD 0 DETAIL HOOD 0 DETAIL0 I =MOON DIM 06/30/20ii 1 HOOD Q DETAIL '^ v) DATE: 3-7-2011 CO BLDG. SUBMITTAL Q DATE: 0 REFERENCE ONLY ' O o NOT APPROVED WITH THIS PERMIT CC BID DATE: CKE NO.: Z O ARCH. NO.: 1075 Cli 0 SCALE: AS SHOWN ide t R SHEET • M4 . O - - . 1 , x=i 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE (3)Safeties: i. Unit shall be designed in accordance with ISO 9001 :2000, and shall be cycle on unit flame rollout switch or 4 continuous ccr) -,� . a. Compressor over--temperature, over--current. High internal pressure manufactured in a facility registered by ISO 9001:2000. short cycles on the high temperature limit switch. Fault indication shall 'c _ = NN m COMPLY WITH THE FOLLOWING CODE SECTIONS OF 2010 OREGON ENERGY differential. j. Roof curb shall be designed to conform to NRCA Standards. be made using an LED. C = 2 4-" o U EFFICIENCY SPECIALTY CODE; ci > coli d o b. Low pressure switch. k. Unit shall be subjected to a completely automated run test on the c. Standard Heat Exchanger construction ., • _ >C 00 o m 1. Units with 2 compressors shall have different sized connectors for the assembly line. The data for each unit will be stored at the factory, and „ if)1. Heat exchanger shall be of the tubular--section type constructed SECTION 503 BUILDING MECHANICAL SYSTEMS circuit 1 and circuit 2 low and high pressure switches. They shall physically must be available upon request. g yp tt$C 3 prevent the cross--wiring of the safety switches between circuits 1 and 2. I. Unit shall be designed in accordance with UL Standard 1995 including of a minimum of 20--gauge steel coated with a _ c U 503.2 PROVISIONS APPLICABLE TO ALL MECHANICAL 2. Low pressure switch shall use different color wire than the high pressure tested to withstand rain. nominal 1 .2 mil aluminum--silicone alloy for corrosion resistance. = SYSTEMS switch. The purpose is to assist the installer and service technician to m. Unit shall be constructed to prevent intrusion of snow and tested to 2. Burners shall be of the in--shot type constructed of v c a 503.2.1 CALCULATION OF HEATING AND COOLING LOADS correctly wire and or troubleshoot the rooftop unit. prevent snow intrusion into the control box up to 40 mph. aluminum--coated steel. -- o 503.2.2 EQUIPMENT AND SYSTEM SIZING c. High pressure switch. n. Unit shake tested to assurance level 1, ASTM D4169 to ensure shipping 3. Burners shall incorporate orifices for rated heat output up to 2000 L h 503.2.3 HVAC EQUIPMENT PERFORMANCE REQUIREMENTS 1. Units with 2 compressors shall have different sized connectors for the reliability. ft (610m) elevation. `� a o 503.2.4 HVAC SYSTEM CONTROLS circuit 1 and circuit 2 low and high pressure switches. They shall physically (4) Delivery, Storage, and Handling 4. each heat exchanger tube shall contain multiple dimples for '� ici 503.2.4.1 THERMOSTATIC CONTROLS prevent the cross--wiringof the safetyswitches between circuits 1 and 2. a) °' 503,2.4.2 SET POINT OVERLAP RESTRICTION a. Unit shall be stored and handled per manufacturer's recommendations. increased heating effectiveness. C •Z 2. High pressure switch shall use different color wire than the low pressure b. Lifted by crane requires either shipping top panel or spreader bars. d. Induced draft combustion motor and blower 0-$3 503.2.4.3 OPTIMUM START CONTROLS switch. The purpose is to assist the installer and service technician to C. Unit shall onlybe stored orpositioned in the upright position. a° iro 503.2.4.4 OFF-HOUR CONTROLS correctly wire and or troubleshoot the rooftop unit. 1, shall be adirect--drive, single inlet, forward--curved centrifugal W BQ (5)Project Conditions type. 503.2.4.4.1 THERMOSTATIC SETBACK CAPABILITIES d. Automatic reset, motor thermal overload protector. a. As s ecified in the contract. c N< 503.2.4.4.2 AUTOMATIC SETBACK AND SHUTDOWN P 2. Shall be made from steel with a corrosion--resistant finish. a, �� CAPABILITIES (6) Operating Characteristics 3. Shall have permanentlylubricated sealed bearings. -1 ■o .-� e. Heating section shall be provided with the following minimum protections: 9 503.2.4.5 SHUTOFF DAMPER CONTROLS 1. High temperature limit switches. a. Unit shall be capable of starting and running at 115_F (46_C) 4. Shall have inherent thermal overload protection. -- 503.2.5 VENTILATION ambient outdoor temperature, meeting maximum CLIENT 2. Induced draft motor speed sensor. 5. Shall have an automatic reset feature. 503.2.5.1 DEMAND CONTROLLED VENTILATION 3. Flame rollout switch. load criteria of AHRI Standard 210/240 or 340/360 at ± 10% voltage. CD 503.2.7 DUCT AND PLENUM INSULATION AND SEALING 4. Flame proving controls. b. Compressor with standard controls shall be capable of operation down (9) Coils o 503.2.7.1 DUCT CONSTRUCITON to 40_F (4_C), ambient outdoor temperatures. a. Standard Aluminum Fin -- Copper Tube Coils: N r` r, 503.2.7.1.1 LOW-PRESSURE DUCT SYSTEMS E. Sequence of Operations for HVAC Controls c. Unit shall discharge supply air vertically as shown on contract drawings. 1 . Standard evaporator coils shall have aluminum lanced plate fins r- a" 503.2.9 HVAC SYSTEM COMPLETION (1) Decentralized, Rooftop Units: d. Unit shall be factory configured for vertical supply & return mechanically bonded to seamless internally grooved copper tubes with CD o 00 503.2.9 .1 AIR SYSTEM BALANCING (2) Unoccupied Mode: in the unoccupied mode the outside air damper shall be configurations. all joints brazed. 0 503.2.9.3 MANUALS (7) Electrical Requirements 2. Evaporator coils shall be leak tested to 150 psig, pressure tested Z X N 503.3 SIMPLE HVAC SYSTEMS AND EQUIPMENT (PRESCRIPTIVE) closed, return air damper 100% open and indoor fan of rooftop unit (RTU) shall q - _, 00 a. Main power supply voltage, phase, and frequency must match those to 450 psig, and qualified to UL 1995 burst test at 1775 psig. be off. if room temperature drops 2'f below night setback setpoint of 551 (or (Tl 503.3.1 ECONOMIZERS required by the manufacturer. 3. Condenser coils shall be leak tested to 150 psig, pressure tested to (� z as set) then first stage gas burner shall fire and indoor fan shall cycle on to c) I bringroom temperature Back upto 55'f. after setpoint is reached then Burner (8) Unit Cabinet 650 psig, and qualified to UL 1995 burst test at 1980 psig. • cn SECTION 504 SERVICE WATER HEATING P p a. Unit cabinet shall be constructed of galvanized steel, and shall be b. Standard All Aluminum Novation Coils: C. 0 and indoor fan shall turn off. if room temperature rises 21 above night setup bonderized and coated with a prepainted baked enamel finish on all nLO - 504.1 GENERAL setpoint (orset) stagecoolingbydry p p 1 . Standard condenser coils shall have all aluminum NOVATION Heat of 85'f as the first bulb economizer ----. - - externally exposed surfaces. Exchanger Technology design consisting of aluminum multi port flat 504.2 SERVICE WATER-HEATING EQUIPMENT controller shall start if outside air temperature is less than 851E by modulating PROJECT b. Unit cabinet exterior paint shall be: film thickness, (dry) 0.003 inches tube design and aluminum fin. Coils shall be a furnace brazed design PERFORMANCE EFFICIENCY open the outside air damper (up to 100%) closing return air damper and starting >- 504.3 TEMPERATURE CONTROLS the indoor fan until room temperature returns to 851. then indoor fan shall minimum, gloss (per ASTM D523, 60_F /16_C): 60, Hardness: H--2H and contain epoxy lined shrink wrap on all aluminum to copper Pencil hardness. connections. e 504.4 HEAT TRAPS turn off, outside air damper shall close and return air damper shall open to c. Evaporator fan compartment interior cabinet insulation shall conform to 2. Condenser coils shall be leak tested to 150 p p psig, pressure tested to c z c� 504.5 PIPE INSULATION 100%. if room temperature continues to rise 2'f above setpoint with outside zo AHRI Standards 210/240 or 340/360 minimum exterior sweat criteria. 650 psig, and qualified to UL 1995 burst test at 1980 psig. (7) _ 504.6 HOT WATER SYSTEM CONTROLS damper 100% open then second stage cooling shall start which is first W O` compressor starting for mechanical cooling. if temperature rises another 21 then Interior surfaces shall be insulated with a minimum 1/2--in. thick, 1 lb (10) Refrigerant Components W 0 second compressor shall be started for additional mechanical cooling. as room density, flexible fiberglass insulation, neoprene coated on the air side. a. Refrigerant circuit shall include the following control, safety, and > - Z SPECIFICATIONS (FOR AC-1 & 2) temperature falls back down each 2'f then the compressor shall cycle off. the Aluminum foil--faced fiberglass insulation shall be used in the gas heat maintenance features: �' 5 o 0 0 outside air damper shall remain 100% open as longas outside air temperature is compartment. CL W A. Schedules for Decentralized HVAC Equipment p p p 1 . Fixed orifice metering system shall prevent mal--distribution of below 85'f. at above 851 the outside air damper shall close. d. Base of unit shall have a minimum of four locations for C , z p (1) Decentralized UnitaryHVAC Equipment Schedule P two--phase refrigerant by including multiple fixed orifice devices in ",,,,�,' a N • thru--the--base gas and electrical connections (factory installed or field each refrigeration circuit. •Each orifice is to be optimized to the coil 3, Z o (2) Rooftop unit schedule (3) occupied mode: in occupied mode the outside air damper shall open to installed standard. �' !'� a. Schedule is per the project specification requirements. P p P p )' circuit it serves. � a � minimum position bythe economizer controller and indoor fan shall be on. if e. Base Rail ° v~i 2. Refrigerant filter drier -- Solid core design. ,i, 0 room temperature falls 21 below heatingsetpoint of 701 (or as set) then the 1. Unit shall have base rails on a minimum of 2 sides. O tX ,i- M B. HVAC Equipment Insulation p P 3. Service gauge connections on suction and discharge lines. gas burner shall cycle on until room temperature is back up to 701 then cycle 2. Holes shall be provided in the base rails for rigging shackles to (1) Decentralized, RooftopUnits: facilitate maneuvering and overhead rigging. 4. Pressure gauge access through a specially designed access port in off. if room temperature rises to 2f above cooling setpoint of 75E then first (2) Evaporator fan compartment: stage cooling by dry bulb economizer controller shall start if outside air 3. Holes shall be provided in the base rail for moving the rooftop by the top panel of the unit. DRAWING TITLE a. Interior cabinet surfaces shall be insulated with a minimum 1/2--in. temperature is less than 751 by modulating open the outside air damper (up to fork truck. b. There shall be gauge line access port in the skin of the rooftop, thick, minimum 1 1/2 lb density, flexible4. Base rail shall be a minimum of 16 gauge thickness. covered by a black, removable plug. / Y 100%) closing return air damper to maintain 751 room temperature. if room plug and connections: 1 . The Condensate fiberglass insulation bonded with a phenolic binder, neoprene coated on the temperature continues to rise 21 above setpoint with outside damper 100% open f. p p g shall be easy to remove and replace. air side. the second stage cooling shall start which is first compressor starting for 1 . Shall be a sloped condensate drain pan made of a non--corrosive 2. When the plug is removed, the gauge access port shall enable b. Insulation and adhesive shall meet NFPA 90A requirements for flamematerial. maintenance personnel to route their pressure gauge lines. mechanical cooling. if temperature rises another 21 then second compressor spread and smokegeneration. 2. Shall comply with ASHRAE Standard 62. 3. This gauge access port shall facilitate correct and accurate -J p shall be started for additional mechanical cooling. as room temperatire falls 9 9 (3) Gas heat compartment: 3. Shall use a 3/4" --14 NPT drain connection, possible either condenserpressure readings byenablingthe readingwith the `� P back down each 2 f then the compressors shall cycle off. the outside air 9 a. Aluminum foil--faced fiberglass insulation shall be used. through the bottom or side of the drain pan. Connection shall be compressor access panel on. z LL! 9 damper shall remain 100% open as long as outside air temperature is below 751. P b. Insulation and adhesive shall meet NFPA 90A requirements for flame at above 751E the outside air damper shall go back down to minimum occupied made per manufacturers recommendations. 4. The plug shall be made of a leak proof, UV--resistant, composite Q }- spread and smoke generation. position. g. Top panel: material. 1. Shall be a single piece top panel. c. Compressors 0 Z C. Instrumentation and Control Devices for HVAC 4 the economizer controller shall also be controlled co2 sensor. if duringh. Gas Connections: ( ) by 1 . Unit shall use fully hermetic, scroll compressor for each independent LU (1). Sensors and Transmitters1 . All gas piping connecting to unit gas valve shall enter the unit occupied mode the co2 level in the room goes above 1000 ppm (OR AS SET) refrigeration circuit. 2 (2). Thermostats then the co2 sensor shall signal the economizer which modulate the outside air . cabinet at a single location on side of unit (horizontal plane) 2. Compressor motors shall be cooled by refrigerant gas passing a. Thermostat must damper open and return air damper closed to maintain the co2 level setpoint. i. Electrical Connections P P P P through motor windings. 1 . energize both "W" and "G" when calling for heat. 1 . All unit power wiring shall enter unit cabinet at a single, factory •d- 2. have capability to energize 2 different stages of cooling, and 2 prepared, knockout location. 3. Compressors shall be internally protected from high discharge r F. Panel Air Filters � temperature conditions. different stages of heating. (1) Decentralized, Rooftop 2. Thru--the--base capability. p CV 1 Units: 4. Compressors shall be protected from an over--temperature and N REVISIONS 3. include capability for occupancy scheduling. 2 Standard filter section (a) Standard unit shall have a thru--the--base electrical location(s) P P P ( ) using a raised, embossed portion of the unit basepan. over--amperage conditions by an internal, motor overload device. Z a. Shall consist of factory installed, low velocity, disposable 2--in. thick 5. Compressor shall be factorymounted on rubbergrommets. 0 D. Electric and Electronic Control System for HVAC (B) Optional, factory approved, water--tight connection method must P Q fiberglass filters of commercially available sizes. (1). Decentralized, Rooftop Units: b. Unit shall use only one filter size. Multiple sizes are not acceptable. be used for thru--the--base electrical connections. 6. Compressor motors shall have internal line break thermal, current CD A (2) General: c. Filters shall be accessible through an access panel with `ho--tool" removal (c) No basepan penetration, other than those authorized by the overload and high pressure differential protection. CC a. Shall be complete with self-contained low-voltage control circuit as described in the unit cabinet section of this specification (23 81 19.13.H). manufacturer, is permitted. 7. Crankcase heaters shall not be required for normal operating range, W A protected by a resettable circuit breaker on the 24-v transformer side. j. Component access panels (standard) unless required by compressor manufacturer due to refrigerant charge > Transformer shall have 75VA capability. G. Self-Contained Air Conditioners 1 . Cabinet panels shall be easily removable for servicing. limits. 111 A (1) Small-Capacity Self-Contained Air Conditioners (48TC**04--14) 2. Unit shall have one factory installed, tool--less, removable, filter (11) Filter Section C b. Shall utilize color-coded wiring. (2) General access panel. a. Filters access is specified in the unit cabinet section of this E__. c. Shall include a central control terminal board to conveniently and safely 3. Panels covering control box, indoor fan, indoor fan motor, gas specification. �. r 4 ' provide connectionpoints for vital control functions such as: smoke a. Outdoor, rooftop mounted, electrically controlled, heating and cooling unitQ STAMP P components (where applicable), and compressors b. Filters Shall be held in lace b a ivotin filter tra facilitatin easy (- detectors, p g utilizing a full hermetic scroll compressor s for cooling duty and as P Y pivoting Y 9 Y D PROF base monitor, as controller, economizer, thermostat, DDC g y p ( ) g y g shall have molded composite handles. removal and installation. <C, FJ' control options, and low and high pressure switches. combustion for heating duty. 4. Handles shall be UV modified, composite. They shall be permanently �'N �4G MFF `ey d. The heat exchanger shall be controlled byan integratedgas controller b. Factory assembled, single--piece heating and cooling rooftop unit. Containedc. Shall consist of factory installed, low velocity, throw--away 2--in. thick ,C 9 9 9 attached, and recessed into the panel. Q_ 6531 • within the unit enclosure shall be all factory wiring, piping, controls, and specialfiberglass filters. (ICC) microprocessor. See heat exchanger section of this specification. 5. Screws on the vertical portion of all removable access panel shall LU 1. = - "" e. Unit shall include a minimum of one 8--pin screw terminal connection features required prior to field start--up. d. Filters shall be standard, commercially available sizes. -� _ P engage into heat resistant, molded composite collars. L "� ,--•.,QRE•0 - c. Unit shall use environmentally sound, Puron refrigerant. e. Onlyone size filterper unit is allowed. board for connection of control wiring. 6. Col€ars shall be removable and easilyreplaceable usingmanufacturer 0 • 4, R �% cQ d. Unit shall be installed in accordance with the manufacturer's instructions. (12) Evaporator Fan and Motor 'y0 %\'' e. Unit must be selected and installed in compliance with local, state, and recommended parts. a. Evaporator fan motor: Z A$ R. q' (3)Safeties: federal codes. (8). Gas Heat 1 . Shall have permanently lubricated bearings. 0 a. Compressor over--temperature, over--current. High internal pressure a. General 2. Shall have inherent automatic--reset thermal overload protection or 01 rEmA : 0030011 { differential. 1 . Heat exchanger shall be an induced draft design. Positive pressure circuit breaker. L! (3) Quality Assurance b. Low pressure switch. heat exchanger designs shall not be allowed. 3. Shall have a maximum continuous bhp rating for continuous duty Cr) DATE: 3-7-2011 1. Units with 2 compressors shall have different sized connectors for the a. Unit meets ASHRAE 90.1 minimum efficiency requirements. 2. Shall incorporate a direct--spark ignition system and redundant operation; no safety factors above that rating Q BLDG. circuit 1 and circuit 2 low and highpressure switches. Theyshall physically b. 3 phase units are Energy Star certified. p p g Y COSUBMITTAL 0 g p Y Y c. Unit shall be rated in accordance with AHRI Standards 210 240 and main gas valve. shall be required. DATE prevent the cross--wiring of the safety switches between circuits 1 and 2. / b. Belt--driven Evaporator Fan: Z 2. Low pressure switch shall use different color wire than the highpressure 340/360. 3. Gas supply pressure at the inlet to the rooftop unit gas valve must O 9 1 . Belt drive shall include an adjustablepitch motorpulley. switch. The purpose is to assist the installer and service technician to d. Unit shall be designed to conform to ASHRAE 15, 2001 . match that required by the manufacturer. 0 p p g b. The heat exchanger shall be controlled byan integratedgas controller 2. Shall use sealed, permanently lubricated ball--bearing type. CO correctly wire and or troubleshoot the rooftop unit. e. Unit shall be UL--tested and certified in accordance with ANSI Z21.47 g g 3. Blower fan shall be double--inlet type with forward--curved blades. CC BID DATE: c. High pressure switch. Standards and UL--listed and certified under Canadian standards as a (IGC) microprocessor. 4. Shall be constructed from steel with a corrosion resistant finish and --_ » - 1. Units with 2 compressors shall have different sized connectors for the total package for safety requirements. 1 . IGC board shall notify users of fault using an LED (light--emitting dynamically balanced. L r,.., N -_ circuit 1 and circuit 2 low and high pressure switches. They shall physically f. Insulation and adhesive shall meet NFPA 90A requirements for flame diode). Y Y Z CKE NO.: - prevent the cross--wiring of the safety switches between circuits 1 and 2. spread and smoke generation. ARCH. NO.: 1075 2. Highpressure switch shall use different color wire than the lowpressure g. Unit casingshall be capable of withstanding500--hour salt spray 2. The LED shall be visible without removing the control box access - Q m 9 P P Y panel. �� () SCALE: AS SHOWN ha switch. The purpose is to assist the installer and service technician to exposure per ASTM B117 (scribed specimen). I� OTAPPROV'EDWITH THIS PE T 21 3. IGC board shall contain algorithms that modify evaporator fan SHEET a correctly wire and or troubleshoot the rooftop unit. h. Unit casing shall be capable of withstanding Federal Test Method Q 9operation to prevent future cycling on high temperature limit switch. d. . W Automatic reset, motor thermal overload protector. Standard No. spray. 141 (Method 6061) 5000--hour salt M50 4. Unit shall be equipped with anti--cycle protection with one short ileimmilmilm=ioomml 7, x=.0 (13). Condenser Fans and Motors E (e.) Can be wired to up to 14 other duct smoke detectors for multiple ..z.- - .ri) co i c E a. Condenser fan motors: gist - p, fan shutdown applications c c c•i" vc4E ° 1 . Shall be a totally enclosed motor. g. Winter start kit a. 5 it 8 CI 2. Shall use permanently lubricated bearings. 1 . Shall contain a bypass device around the low pressure switch. 'V w a 3. Shall have inherent thermal overload protection with an automatic2 c . Shall be required when mechanical cooling is required down to 25_F co _ = i I reset feature. (--4_C). m 4. Shall use a shaft--down design on 04 to 12 models and = eu • 3. Shall not be required to operate on an economizer when below an . .c .° shaft--up on 14 size with rain shield. 4-.4 44 l) outdoor ambient of 40_F (4_C). cu _ Cl) c b. Condenser Fans: h. Time Guard 1 . Shall be a direct--driven propeller type fan. -E12 g 1 . Shall prevent compressor short--cycling by providing a 5--minute 2. Shall have aluminum blades riveted to corrosion--resistant steel spiders and shall be dynamically balanced. delay (±2 minutes) before restarting a compressor after shutdown for < tivi Csl I 04 (14) Special Features Options and Accessories (provide as listed) any reason. D 0. < E f-- 0, 2. One device shall be required per compressor. Gi a. Integrated Economizers: .z I-0 1 . Integrated, gear--driven parallel modulating blade design type v)0 Lu capable of simultaneous economizer and compressor operation. W wo 2. modules shall be vertical return configurations factory installed. crl 0,E. 3. Damper blades shall be galvanized steel with composite gears. II c Ir- .:, Plastic or composite blades on intake or return shall not be .1 ill . nu ..,0 acceptable. 4. Shall include all hardware and controls to provide free cooling with ILMINOMMMMIMMIIIM•Mf I CLIENT outdoor air when temperature are below setpoint. 5. Shall be equipped with gear driven dampers for both the outdoor r--- ventilation air and the return air for positive air stream control. CD d- CN 1---- E- 6. Shall be equipped with low--leakage dampers, not to exceed 4 (3) CFM/S.F. leakage at 1 in. wg pressure differential. 0 7. Shall be capable of introducing up to 100% outdoor air. 0 ,-- I 8. Shall be equipped with a relief damper capable of relieving up to z. X 1-.5 (\I 100% return air. Damper shall be reversed linked with OSA damper. ______ 0 __I c0 Leakage rate shall be no greater than 4 cfm/s.f. at 1.0 IWC pressure - M differential. CD z c> I Y - cn 1•0 9. Shall be designed to close damper(s) during loss--of--power p -I 0 situations with spring return built into motor. 1......... • ..7.----,--•---; 10. Dry bulb outdoor air temperature sensor shall be provided as PROJECT standard. Outdoor air sensor setpoint shall be adjustable and shall >- ,,,, range from 40 to 100_F / 4 to 38_C. Additional sensor options shall ® 0 be available as accessories. 73 z FD 11 . The economizer shall maintain minimum airflow into the building z o - during occupied period and provide design ventilation rate for full a v) L. Ix occupancy. A remote potentiometer may be used to override the orl. Illet 2 Li ° a- > damper setpoint. .... v.., s 6 .r_. 12. Dampers shall be completely closed when the unit is in the 6 ta_ La unoccupied mode. . id I- IX 13. For AC Unit #2, economizer controller shall accept a 2--10 VdcLi) 5 z 0 ---- .t CO2 sensor input for IAQ/DCV control. In this mode, dampers shall modulate the outdoor air damper to provide ventilation based on the sensor input. 4--_, 14. Compressor lockout sensor shall open at 35_F (2_C) and close -k...)- closes at 50_F (10_C). . . I 15. Actuator shall be direct coupled to economizer gear. No linkage DRAWING TITLE arms or control rods shall be acceptable. 16. Economizer controller shall provide indications when in free cooling mode, in the DCV mode, or the exhaust fan contact is closed. b. Unit--Mounted, Non--Fused Disconnect Switch: 1. Switch shall be factory installed, internally mounted. 2. National Electric Code (NEC) and UL approved non--fused switch shall provide unit power shutoff. < 3. Shall be accessible from outside the unit. 0 _ WI 4. Shall provide local shutdown and lockout capability. Z LI-1 c. Convenience Outlet: < I- L Powered convenience outlet. i a (a.) Outlet shall be powered from main line power to the rooftop unit. 0 Z (b.) Outlet shall be powered from line side or load side of disconnect W by installing contractor, as required by code. If outlet is powered from 2 load side of disconnect, unit electrical ratings shall be UL certified and rated for additional outlet amperage. (c.) Outlet shall be factory installed and internally mounted with easily gSt" accessible 115--v 115--v female receptacle. &receptacle. __ ----- --, (d.) Outlet shall include 15 amp GFI receptacles with independent fuse C\I REVISIONS protection. Z A (e.) Voltage required to operate convenience outlet shall be provided by a a factory installed step--down transformer. (f.) Outlet shall be accessible from outside the unit. C/) cc (g.) Outlet shall include a field installed "Wet in Use" cover. w A d. Roof Curbs (Vertical): > 1 . Full perimeter roof curb with exhaust capability providing separate w A air streams for energy recovery from the exhaust air without supply air CL contamination. A 2. Formed galvanized steel with wood nailer strip and shall be capable of supporting entire unit weight. 0 STAMP 3. Permits installation and securing of ductwork to curb prior to F.- PRac- cc0 mounting unit on the curb. 0 . •,`;\ .0 I #ft. !:. 0.. e. Indoor Air Quality (CO2) Sensor: 11. --7.-4 .' 653 4' 7%... 1 . Shall be able to provide demand ventilation indoor air quality (IAQ) i W ......... - control. - ' a- GON ''•••• 4 2. The IAQ sensor shall be available in duct mount, wall mount, or wall 0 /*;f4123, 1:4 mount with LED display. The setpoint shall have adjustment capability. Z v41.51 R. (set at 1000 ppm). 0 f. Smoke detectors (factory installed only): 0 I EXPIRATION DAM 06/30/2011 I 1. Shall be a Four--Wire Controller and Detector. W i MI 2 Shall be environmental compensated with differential sensing for U) DATE: 3-7-2011 reliable, stable, and drift--free sensitivity. 3 Shall use magnet--activated test/reset sensor switches. CO BLDG. SU BM1ITAL 0 4. Shall have tool--less connection terminal access. Z DATE: 5. Shall have a recessed momentary switch for testing and resetting 0 the detector. 0 6. Controller shall include: (I) CC BID DATE: (a.) One set of normally open alarm initiation contacts for connection W r ----- - - -- - -I to an initiating device circuit on a fire alarm control panel. REFERENCE ONLY > CKE NO.: (b.) Two Form--C auxiliary alarm relays for interface with rooftop unitZ 'NOT APPROVED WITH THIS PERMIT ARCH. NO.: 1075 or other equipment. 0 LI' m (c.) One Form--C supervision (trouble) relay to control the operation 0 SCALE: AS SHOWN idlt 2 of the Trouble LED on a remote test/reset station. 0 SHEET 9 (d.) Capable of direct connection to two individual detector modules. ca -JLT. M 6 . 0 ----- . - . - _ ;, , ia p C .5 g e m C 04) N m da .00 C vCil NE $ Cm $ v co .4 L. • ci c m A C U)u(i 1 4 1..1.. If, � 0 Cooky acme ant less ken i ti a:let re amt*rano p'i3 245+-3 mirk hoar rae.k.�var,str wadetsistsat areae not eras OM m I m turd 7, :-' v ,. :: r e�eWeeereM © ,e t(l� b$p' Sot ai�a+ksla34 Gi(!f intake+I'lf eed*ant aitiobe of 33 dm a kibi3. m e§cPi :-: PaWae1+±e Fpeepesotueaie! ts'"'�. sengegp�aerpapsar �, ', CONlcheck Software Version 3.8,1 a> 41 N lceabzeesr. tiler*.sas3araetve,e.eia.. Eaebrre/Valet '� r v.sVis` Requirements Specific�3=Water�E#�tf i y k Mechanical Certificate t. � r � p 11.[a�i2.f:t +�Frea�e Fad and Snow nem .Freeze t� ,such as heat tacky d air risky end mo► a � g or dee system outdoorar = r3 C -I-' ' G U N,.'f 212. �+42,� '?•m't�'�aaR4>'+ri�enema*�$ille7BRer1;y. '�� equipmenta�has hemYSf Onset slate �A1r#6! p «�.r .. ii i!i tl�r' A�1t,�rtffst[s�hLwrET; Fr.Xlt9rx under i. Larzikriai&mime=Webb ritee!exfab beiteretx'ebbe OfiAalaxinabanIn : N-4 f 'u� V am1 ( .31TenGar ea ais,Se sx two*maims*Prat WardsV alma it pidof1l(i�r fit - g - N ity rats and for emulator*sentry other as refs The tbAbi Se er a l�r pew real rens le 0 12. hair Z4.'.Se acre nab s ierrtperdure eeyt eaentts eerrd hawk* Oregon Energy Efficiency Specialty Code lYrrkedis1117'F. mined r Cee ae asathele systems unser reeorYaet se3unoutetkun or htldirti a. eear.,Yea.*. � , .e i.eaea, era;p e,p .aur• $,E D/1 15. 3,fq Coriral paraerlskrra so Matte rimy system ray be speedoiadted lana nrhictt mrpows arty. < E N u E2mpliorr (5t3.2.4.8+,j Traits regalearty ourat et Mang or r swrtrut mars lel ere sensed by a where pras143.wed Tsar W Section 1: Project Information 0 4. X4.1 Heal tt>aprs.' s +WA l heat trot r s hit Mast Naas P +fie aid > en rsat da :haws arise ed egth;ate } L Typo flew tCtaetstaeieeQitrrt k,ambelsrp scanxwe�ei+elP1ananataena .iAire laiSc fi Y 8 ai 0 NA is mniieinerssecifse.ierefebef ecce ebeeeffiesebrs.r1a.AElne>X T., Project Tea:Cret`s,)r. t1 13,Ma2.4,01 tiara-Oeartracal.to le p Meta yrs k add or` madam to eeeiatakt rlpseetileIsrael* in a W Irl dile; ' rt Basig a dC antras ir: �R ts;Mut be by sus t©'sitt i the requirement is applicable: zaaret or=n es,a�w 41 device is pet gad. W �_' o 0 11+133 SW Peri is Cal r mer tor.Zl M I Leen 1. (94321+Cakoda eon f shad cooky . Wilms�e be.eirerieek ee car e ee leafy f ► r *'� .. a0i ' + ttrte in.aa,.eA.,a.n , s� aieasbea �,� W "it g Tear.Oft 67223 L aseandP s + 1.t ' r�CCA�1 .may: ialehewtamd xecadbyan�d�t�t�. icy e"ce t SE tXpea St 7+1 i)Iteeid>Ety�smai a h ;p aYot*NW ae+ s Yc ks sal#i3 peeved etae of 1 a�mix+ rraars ■ ooa retake in moms of 33 Where a heanelc3tq+s�rOral deist is used team+.it a see to moral to use of €fid,alb 17262 0 2 j5O3 2,.1.t s P ed E*ie E p met Speared packaged ge+d di iolikel emierareei has a targt as tree i Cr agree well fuel arstead*to embus*Wive e itrank ity tai 166 Meet 502-6444222 Suomeltiesis ' o Emend=Undallsd equipment eastiere or noldnets used st+ie►y for Malmo sent*facelift. C7 tatasfa.access meths,makes,enstmerfts-wheel ertirprrient.tree Ober rar+-earr+esd altualare,e;ih specific himldery Sectionr if !e�ee (*peainpeabsieme ewFxseotac.casteeieMe se4Paee MAlime beiekldar ( . ...... e range. CLIENT 2: General information r a.etre• eiWiee.a4r KriesgaiPoiwowtrimek►�otortpartor( 0 00. 15012,2+j Ei�system sem,t ae and cooky t roe and systems crawly reels .t ltds lsl r biding' localise f#rstreealtrxTigard. * tdara wail Seeken 50321. 0 15.j OU.4'3 t'j hfireilite mini Whoa a lair rah*Meta Mete 4 it ad is mamas s deadbeat a at Asa' .rehiltute boretsty O Carole Zona 4ee eV er to hese tsa iib*M lsmareblik*tsal pr deibi reftievetslWee;pb1M vowels aulanottorky only Cl s end p r n'lt:rxirakl dt; tit slsdr Q Endplay tar is p' nth !3a'a heli! and be c rarsai sailing C) orosiormy is ohm be 1 a entp rot sisRcr�rnp. Section 3: Mechanical Systems List © oftto type wa"th,� be le Mimed ester tpi' � roe a 4a►/a manor*a,.l+a.,e.e-... , craft*bat 4 iftaeatEyKf2etgU aethe operafaial ouch wit based on dam cin.aeeepplaxareesnanneaae eat aeabeam fibberftedevitbe y / +/ A CK anySystole Two aDesorionen �,a� 0 sro-ceGvaiepee..agemmamaanapse.ter�eeitia,eFe!*fewMilTweee.o argot - Is le,j 3.2 Vsrr ©rm,'6aer esitlesnaturalsir�.iepryin eats4 r4'ileinietrt�iais erni*ii I H(n61. 1 7 Zara): ewe,wwws that Ayleres hear sewn titaafsa 1 a -1eaAral Fsrrrre Vis. w I tae�Y»tt�Et l have been hated and rated in +tee rim viral peipd be a art 1 Vie a air j Auui Cud big t'seami- Padeve Capacity a 114 Mak, era 2311. •Coolod�. 4. 1E0322+ I C taerdta Chanter 4 elate irterrt are CaYa, Ai test rant syr The effiat r has boon wiled kraal harden tare aprev ed a ha laaz�rem or.k aio Lambs to.:... 2 r<0 5 'he;.,.,;,..-e asebenIN d ¢i ante fme�oeic�'�' - oat` lora peo ►a is%tie a m by fumbled by be ratan elect war. .� J 1 kC Eynon l one ' Hake,1 cora-Centel F �Camay le 1t kWh.�'tL4Crb Et lit 6. r3q2A1+j iic(sxrko#a,7a sir of t�i!il er!� new t3+�l is�try int•i©mai 1�ai¢ 17.�C3.?.3t•j Domed�aarmfeTa .©CV h required ler max* ten 13 far asystem and s Cooke 1?as-P Pec e thd. 'a 67* Jir. 1ir n y a 11=Eilh r-Oaet shde a fast napond l3 a**antis hung. than 163 62 3l +tFzone system UZ 1-- > .0 Z v Z co dr Eraatnadr Lembo r v "hoe nwwereeeevabe a.rs8eerr FA Wage . .. t # telt5}5i 1 Water Heater 1:Des indentenesue Wear Heater,Com:1 gettens,Input Ftatie 319 e1Mh Baer Cita/aeon L Elmo=zpiKei lets ton 753.V2'•'I More at occupancy Sea errs be tart+sell.mea&s whin dempser,or Oleos O O N P!• , :.it3Ak%4gt u e. 153324.1.101 renter ylam.Heat Wi t►Lehi& t :sem Oast as at zedtate ware le(trampled. w duty Whet prate*ilipplegeenkilyheeetopera**atm telt p neer heating lead 0 m (n ArxmliMIIFt ' sktseol IfitaW EA 0(00 --. N Learn'➢ ew e, > ,e nne�ee;a.a waeal.,nowir. a rnewe t ' Y • J CO Section 4: Requirements Checklist f J hif 7. [5632.421 Sat * �.%bete tassel iv Parra bath heating and June pasaviae a 1&X2..53+]Mehra hurls. reek**is¢ floe+es regeinsd by the Oregon k rtic.21 y Crsda In tllrltwni tae rcia3 x a nt>iee ie,*rem h[I.°+'denote tial wore Mak eiiht to tkae tarsCD taetnpaaes tate tie or of et heart 5"i t2s-Ct vathkt shish tree s pplyd and ming ng energy b ane sone It at 0 E llta'semrz lr nes ere tt d le ma ear a goulash tt f r 60 c w be erhatated ity anter tan syst s. �/ t fieYig shut arm roasted�asl ntairrmussrt. [,� crams(systems�t ,Odea energy tamer, nth sects( 3. a. �) Requirements Specific To:tivAc$ylrbi0tl 1 a ra Beaploo TP,e9rrrtvsbi3s waking mantel shays ova bitifeebei beaky awl mks trades, aSfe.-- '-2.0 t '.,.t� t . .O r 1 ' 1, #j East skew s� Carted Farrwct3 eat. xet' 7 1A11E314A'""1,•0 ,. - 3 s tom.e. skew IF* rbrw?ee�r -- 0 PROJECT 2 i C 2 d E rtr►r t.t+ hrttrstrtturm a Peke Usk 11.0 1:> [11.2 J Loam map eerreoui eased re arrow tsetlaN AV seApplirc>rti� ©i5.[ 3.x.5.3 M sncketd i .tf Lai son a ra nes.In Chvrp$-Y,encdutc ed t used fa ar learetke pj raismetkos trerp *Omura orelado rhe draft? [ 3, x:'3.1+]Ss air+:u.«wro elver,.Mel be p�on oris h miry(ratan farted are capable of f Ce art otedrar' 0t4. (M3.2.4.31 Calque Shat Com.Each MAC spleen t wars bbd very the ORR ado i tea t meet the eo Q avers it ami me shareical Grp is d ice mast be cooky load c4 t o buil.Sym proviis a roam''re rebate �e let punt at shat sof �J. trtvaeo+ee t�+s e�teat to inanition*e.iry snip 9 e eitet' - N maim darty i.arissr +to pram*agar as' rig tis bulk► V-'•+�-r O y A ? s r. ie aaaarsa*eat s�emaEne BE�e/Wier w,sees epphoa7r+' 0 ' ,02S+l Beata teff li n�.Ina le len systems thein have bath a design Vii' d 5.0x30 edam or Z Lu Cociag*rt* Sant lees than 34403 Smarr tad wokeq M ad y e. 0 realer end a rs+llrreanease s at of 76 pea rent er gra anetMe asel at wan* s an+ rsomarty Z t}. �;.2.=1lf.t ti�ecarr�Ezt:de is�with�sato*tweak t�ere�d�enter can e�tette O - "" > 0 Enteplow Wore scrawl wl ere pec ed by kw i> vr+iei niraat toxin - _ Sues,eW,�aaanknann�eerwr�e,.yr�a��eree�gene+.unr.eNae�.i+e*+•�,.• . . i�liy7�mind 8 R@s {tiidtlRri�S +G►iC 7T1:3 a i5# 7 a. -. thiel�sa-m besw swami c rh[oerr f'. Q wring 'VW ar(e a ormkresi;arr;l ale Maw*to fess marts a `F Li cc to 9. two-Z-4 33 `] � ni mite nisisnureo efficient* Centel Ferrates;f si~ OD tI 3i d tar 7tiK► r"j. lvrx Zoom t 3 full FRAC pct demerit rat exceerke 6 603 Made(2 k11 and henry e madly ile t shiest( !W7 erre ttharo A pint tt{the pt�dDrn srrae a p* 1 was or sits Mks energy_ .. ce W V tj rif 2, 3 23 s']�O meek rseitea?rwanr�' ' A P 11.0 t 1112 mash []£mv rix Type 1 When 4+sarl¢s a z - td 3. mall fj y dr ecarrarrifine slam be prodded as wadi mete ski arW are ate of prorate 4 tt3 srcure astalxar sae, a-prlsefee r eigel tenet,evagsia.• der 44 vererar0100 is M ° ° j ~S a� � n lz O Q C7 reran if aafldiuwl truasalosisat make h hashed tom et to�IOW of bebuilding.System made a means to tams W 0- W author Gtr dale ice.'a1ear app to referent amtpressuirke do be,eY,iarg iieJ I- IX cus) 5 Z sc Prejed Tuff tars-,i. Reprxt doer 03/21/11 Protect Ti€l Cie** 03)21111 Peled Tile;:fit Jr. Rogan date O 21011 - J O M O pita tearmi ar F.;r 1L1 MO Prototype a t`e,ei 7 grad Memel Ott s Cravat Mock Page 1 of 10 l* 7:':x,41-1006 DX Ptd Gayle,It TreJnni O Tiyarad 1 Cream Energy 1 -s.r:ctr Pale 2 of 10 [gra Amara:F: 411 ME retype€o e.tet I' 014T' d '1 Cetera Energy I x c Piga 3 010 „t ' U I M Ce La 0 Z II I DRAWING TITLE 13 Eacep err:Cooke systems in ecus elk a IPO' ai'e a unt-telb innipseseorti less than ifiVIF clercl- frames atm tet a r»asen 60 perm*tat trash sallow or sainkram gstrillarsei at Iteatiremer4 ars moaned by Chester 4 sof the . 0 E soma regp Nfe teeth rewtlitsaktrm that+errtieby letter s-aiyie meow nen?trralr teal tar;iepPed aeolee 0 gore VAN gall beim Irk tllesalt I Cede.shidiever as greeter, lase a eps:redo reil is bd •si*e en tithe eft at'Meaen E pompom ectala9eahl heeiper t to Falai.such ars spectrk • p�a is eahre a true,}left sable,point entrant, knee,or+aksdi. , © `^a Sar ppiyi ahem the�i of the est ser is icy trsar�ictl�tomes��eife aertsae.isi U Fzaapiicrrc Ia6ereterf lune head materna tat rife orafrying its. eilt) - 1- ...............s ecsc-aeMaieengolnanoial;N n40ana .. i - -- - >" Z < a0 z31. 3.210.41Weer*unit is maws.Fit mfrs lar was fart-p©nth ea lenand trnrts.i / , 2I,X27+t tit and i�freest shiest rad lseg Ali er a era mesa fir dads atm!p iaxtrzras.are imaged macre a have a take rtiom motor a i;erej el 70 pa ce*el ear rated ka ammortise:a with h tales S� Q U insoiaian.%hen kraal*Weine bulking envelope amens*,the dui vs Oman is stipararod tem;les bakery eialetia or IC 1-202 et uriscrialosal car amterept.speces by Miami d R4 lash, rt.AI a elsTararidlers end tiffs bastes we sweat 4dee.P.eand t3 �- a =Watt Sal?t3tt3 a of tiro hi>�10i U th Cie. r,e®aee a lapse rfeelonr.,.ar akaea..ae be wewr>ea f asrr err,e goat � W J ©E�Harm t u 3t,}53332.921 His Gee Bytrtrs lifFitat 1. inn does use fust gas bypass air dear erupsrelor pram**ca ho!`<tnhrr tut CC '�� tin be 4anion11.., .�...i..*Wkrifir.6 between to hashishand r elder ductsar' dory not+ red 1rif eqd is siz ted*fie (ora 'ireaaerag �• 14#4*Win aelur0 imVAItteee�dar+�rX'srr}�enh►neett%,cyye"ee` 0 gZi? 3 2.'9.1.1 1 Lnwineonns iluel ayaierrra.Mi longthtdieel end ►a a York,mew soul ae ons sof tofu a+ pa _rd return Oats aerie sarins*Waned aid medal vein adds,gaskets Lesbos(adhesives),ma> s�fabric±�or '.12t c.for 3 Lit,Faranklesysda= `�Wt3 lcEiuht 1 las :aaep ty#t!CO mere eon . _ tapes i t weenier=*OM the ea aerait1.scLtmer's instal/lion l/lion iaminorsreras. rC4�Ifflkilii _� • 0 c i embed end today y Tae ietteile in at jeari a and smeaears on dins wperedre of �matoigvs a2 lmcavaf3i�hn�efl.;?eaS+� �plt esanaeraer>ldolga!ebbs"Mt as<�i:,�yrg '>� �� iec37es ace.mews '' ae.spt.,*e n a voe CM be 5~01Wa�Q.sa Section 5: Compliance Statement T 23. .2.7.131 blettlampresegre duct waxen.iii steas ernes Flamm acetate ati operate mederelproraure;flree baldest and as i in sept tooth Section ts7} Et Frame* spear to t o diel'plan ono dearly trr ended en.o cttttstru e� Thy pra�aapaeet rewash erri:al sleetTI rr smart kis arta arta the plans.�a ■ f in �. cc*14N err mere d wet this pooh darn.blase pr pene sus mere been tom eek be Oregon N,0*,....*„....0,0.--n, REVISIONS w>tp�eeeege!*ee.wup3.Asmateei +aWPAOeeaear -- i+i/ - EnergyE & SparC lee Im�kabknckVetekrt3.&.1and tocmpty- Ob be tit ak�ry in** N *pt 4.X3..7.7.3-k]�!e dud wawa. to°paste aid high-pressure e a iiea#ated and armed to,tear„ ice alb P$f3ttretsten�Clt� Z p 2 Salton 66327.in rtes curs ease/pirsmcss ore krdw k titE�ct dart aids the fto MAMAH'aT .144 Duet Test■taexasi. tbreS s !� PAL t -10 k.-84-*J _sig3,44w weeeefeeeeibbeel?Nib pea044tio law Megliori erMbOWe e' aoptcaL�7 1r" �►, 0 .. .. I' ie-T a a ISA zs. al+j Air> as ba Each amply*c*$ and zone laced rant drake a is idle far air beige in �/ ofd ire with to a IMO 6f3.17,Eenateage demos irk inn *rem we achibled en carr*aria volume cc tans ad ratite sauna a wawa 1B `W ,....,..4,-„,..Ampse**bee ie Weeeteek le,Ms M i et st d ,/ b 29,l5153.12.3+)itensThe-c -ase?? nt mete a 0 aramiliN rad oafilorreme manual be porlide'd to lite bang gear by to esucleadoil oratrada.See long desuription Ice specifisahorm is eeeOaee ia.g 'ae4e eab.ace .ee aeeerssr00�.AaeibeeQed*bst tMN .-bee--- --r.... '... El 27..1503240*3 At TOMB DiesYrt end Canto&Each HOC system haidng as Aoki liar eyslent mota rhe hp seseeetilat 5 hp meats r ' be tea hof See dons 51 2161 t3rtityln 12.102. O STAMP ei Leceaae ki eisaa *ex ON.l sear s e Bene gibe 02err'Medi e a< ti g39,ist73 2,111.1'y Allae�a far Mow►p* eer•�►HMG r�srer el�r►;e�'eft t resrtrF data t earl be a€ke deet i�t rmerhrti¢illi( 13 or ttrh wave tarsi t 29 shown art weltered to wtisriwriR adsiais. 0� end system thatramie.hoecon al Oa WOW lasroarear• sparsep are '1/4 :�- li A - . ...c�r:a.,�:.;ye,-reea�ry far occupant heath and far•�.�?..•o�r.k+eeoarsAaot�by t��asst Yaws i�aq prayer � � # 3 T7;- °i-�'' &rowan a_ pr El m; tetstaeaktuel st•ilso t WWI reeaar. tae hareep rr er of 1 hp Or fetes. _ /�'� NEIL Y. LEE �� WO avec 'y�1 AP i�ar.+tea►if/Pearal,+.,c.A tarscae allger1.11~1114Nerwa X41, a' � 0 (� • ca�so�a 39l( 3.111,'2+I Weer imam**ice,Fir each�fee lent t kr r►v larger awn:the tot .kale meat*�»seam � .�� • than the beta ham Ms). z sir . (]E urr RS kiss tham'B#�Mara ltsa cola lager that fee broke hrtrsepsaro er has a nh9r»�aialas siting awdltres :t34 pima d to leap eaisAan Of be net lager�motor*e is aerated. 0 Eseepliat For taxa d bhp grad i3xcerr.where the kut errata*mincer law then to btap has a natneprie restive Olin 30 peewit le 'r be bhp, of be Weernaamplatae maw sire la;eil+aed. 0 <�.se,ewt.A w l.1�be0419124410drIK:iaw.s '--. ..__-_ �.Y 0 a r n DATE: 5-2-2011 u 36.[h3 3'2.7113.1 Leal:Volume Fan System.Fas 6 (7 ar3ls)ofmstigma deal a xpadar casks colts tot sante �1 #e s Lae ksoe amine twit an hemostat h and aortae.A tlarca.tspeeea mote or,oariable frequency#kxa C/) BLDG. M SUBMITTAL 01 CO DATE: z 0 _0 Fn ed TM:Cots Jr. Fleport da t33121rII Riled Tran,C sir, 53 rt dates 63t23111 P. in A D a fie:F -C 110t Padgett* JR Tarr!( T Cay 1 Enemy Neosar Pie 4 of 10 [Oralom � e a F310O9 CYTE Prokttx�.r Cerra 3R T t CR d City'I Cmaszen Eft rsZr Energy CCFef sf 5 v J BID DATE: CC o 1 m VG W CKE NO.: h % •�� /,�� a ;}�f�� I/��:�. Vit.. A � _ vv f 7 ARCH. NO.: 1075 w0 SCALE: AS SHOWN SHEET a 0 Z La M7 . O J i f r 1 KEYED NOTES O �' = 3 I_ C N co 6 O PROVIDE AND INSTALL (N) CONCRETE PAD FOR (N) PORTLAND •c E a'-r EU 8 GENERAL ELECTRIC (PGE) 75KVA TRANSFORMER. PAD TO MEET to 2 ci o .E UTILITY COMPANY SPECIFICATIONS. COORDINATE WITH POE. 0- 5 -0 W R1 O PROVIDE AND INSTALL (N) 1-4" SCHEDULE 40 PVC CONDUIT FROM = ' (E) UTILITY POLE SHOWN TO (N) TRANSFORMER PAD. COORDINATE WITH PGE. ALL WIRE BY PGE. 1.13 3 C _ `� 4.J +, kJ O PROVIDE AND INSTALL (N) 3-3" SCHEDULE 40 PVC CONDUIT FROM c (N) TRANSFORMER PAD TO (N) 600A RATED CURRENT -§ c TRANSFORMER (CT) ENCLOSURE AND FROM CT ENCLOSURE TO (N) 600A MAIN DISTRIBUTION PANEL SHOWN. COORDINATE WITH PGE. Q i, ALL WIRE BY PGE 7 a < f c., O PROVIDE AND INSTALL (N) TELECOMMUNICATIONS 2 1/2" SCHEDULE 40 PVC CONDUIT FROM (E) UTILITY POLE SHOWN TO UTILITY iu ? Z G DEMARC. COORDINATE WITH TELECO UTILITY FOR DEMARC r o TERMINATION LOCATION. UJ a g ES al 8 O PROVIDE AND INSTALL (N) 600A CT ENCLOSURE IN LOCATION w c pU z 9 SHOWN. SEE DETAIL 4. SHEET E2.0. COORDINATE WITH PGE. a N JiV - a ® PROVIDE AND INSTALL (N) 600A MLO 208Y/120V 30 4W MAIN 10 DISTRIBUTION PANEL (MDP) IN LOCATION SHOWN. VERIFY MOP LOCATION PRIOR TO INSTALLATION. CLIENT O 11 N- 12 13 0 14 W NJ 15 UCD J 1` A- > ,cr 16 ZXZoo 0000) 00 -j C.0` �. , _---tip -. -_ 0 J CeS 17 O I yi-- -, \ y' a ' ,-ter.' 1 18 1 © PROJECT _ I I 1 600A MLO 208V 30 4W ; MAIN DISTRIBUTION PANEL 0 0 = 75 KVA PGE TRANSFORMER z Z Ca ' 3-3" SCHED 40 �, - - _ * " AND CONCRETE PAD �__ PVC CONDUIT 0 i; 0 0 4G �` = 3 A N w U O a l.: cp� ° ,� ,sl GREEN � � �a � z v Z 1r2ri BU RRIT J o a o c�m ; � , I W maCD w �, ry = • 600A CT ENCLOSURE -\\ C111111111) g L7- (1) _•• • ro °moce o `o IP ELECTRICAL METER Er a M 40 0z r- 0 FF-356.6 TELECOM DEMARC / 6 W < I- o zm n / O oc , D CZm A a N67°38'28"E 178.94' / ' 1 / DRAWING TITLE G 0 1- 1 Z CI m / CL p --I 0 O -I KID / W 1- - z_,= 73_ Z = 70 C m c J / Q U .)/ 22� 1 -2 1 /2" SCHED 40 - CC � PVC CONDUIT FOR i I- TELECOM SERVICE / W Q i J W 1 -4" SCHED 40 PVC CONDUIT FOR T REVISIONS POWER SERVICE N IN G t Z � a va CC W I. � � W O STAM P O ��ED QROFFSst I CC C. D �� :547 E �A i CL g UJ RE •` IF U 4yf�IP E. 6�� Z I EXPIRES: 12/31/11 I 1 0 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT W DATE: 5/13/2011 BLDG. Q SUBMITTAL Q r CO DATE: O z O 3 BID DATE: TBA CC v. QI UJ CKE NO.: 193—TBA \ ARCH. NO.: 1 1075 ° 0 SCALE: AS SHOWN e O g W Q ell 0 SHEET Z 0 w J i I SCALE: Y EO1 SITE PLAN 1"=10'-0T 1 7:6x m n Cn 4/.. W' E 3 C_ C W .EE lift 2. (505.4]Exit signs. Internally illuminated exit signs shall not exceed 5 watts per side. 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or E ort E 3 E5,i0 3)a signal from another control or alarm system that indicates the area is unoccupied. Li = C N 8 L V - Lpcanon M planaspecs ware compliance can be rdlnllted(enter NA Y not applicable), (� I_ c'i c i .c Y COM check Software Version 3.8.1 3. [505.2.2.3+]Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general Excepfrpns: �^ v' "' ii area lighting in the non-daylight zone. In all individual daylight zones larger than 350 sq.ft.. automatic daylight controls is provided. Sleeping units,patient care areas:and spaces where automatic shutoff would endanger safety or security. Automatic daylight sensingcontrols reduce the light output of the controlled luminaires at least 50 percent.and provide an automatic73 w q ri.,,, Interior Lighting Compliance OFF control,while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration maybe E5.0 v m 3 g Leerier'in piansispew where mmpiance can be identified tenter NA if nor anplcaNe�' controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations �- co Certificate (i.e.,north,east.south,weal).Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical ❑ 10.[506.2.2]Occupancy sensors in rooms that irticlude daylight zones are required to have Manual ON activation. ee fenestration. Location in ptarisis,ec$where compliance can be Winifred tenle'NA A not appkCe _---- - -- -I--__--. V ident a) C ++ Oregon Energy Efficiency Specialty Code Exceptions: IX 11.1505.2.2]An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a S C LJ Retail spaces adjacent to vertical glazing(retail spaces under overhead glazing are not exempt) space. i Til0 © Display,exhibition and specialty lighting Q I^ Section 1: Project Information Exceptions: u HID lamps 150 watts or less. d ❑ Spaces required to have occupancy sensors. ❑ Classrooms and lecture hails. E el Project Type: New Construction -- el Project Title :Carl's Jr. Tigard. Oregon E5.0 ❑ Conference, meeting and training roams- y a i 9 g Loewe'e;enemies where cemptpnp raiz be 6:lonOere tenter NA ii not applCa0e} al ❑ Employee lunch and break rooms. = z 1143Construction Site: Owner/Agent:KG. Inc QesignerlCantractor: 0 4. [505.2.1 +]!Menai lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor i ce 11433 SW Pacific Highway KWKG. tc ❑ Rooms used for document copying and prineng, 0 ie Le i9 Y area and each area enclosed by walls of poor-toeceiling partitions.The required controls are located within the area served by the LLI t1 re Tigard,OR 97223 PO Box 1012 controls or are a remote switch that identifies the lights served and indicates their status. ❑ Office spaces up to 300 square feet. O ao Wilsonville,OR 97070 C (503)682-8474 W *' w g ❑ Restrooms. o z Exceptions: j] Dressing,fitting and locker retires. et Cl) 1- ❑ Lighting systems serving areas designated as security or emergency areas that must be continuously lighted. E5 0 J lJ a Section 2: Interior Lighting and Power Calculation 13 Lighting in public areas such as concourses,stairways or corridors that are elements of the means of egress with switches that are Location ir prana+.p.cs wane coriaaance car as rocntiieo;mixt NA it not applcahi.i' accessible only to authorized personnel. jeA H C D u Lighting for warehouses. parking garages or spaces using less than 0.5 waits per square foot- 12.(505.2.2]Additional controls An occupant sensor center device that automaticalty turns lighting off within 30 minutes of all occupants Floor Area Alltmtred Allowed Watts leaving a space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all CLIENT O Watts/1t2 ❑ Lighting for contiguous,single tenant retail spaces. storage and supply rooms up to 1000 square feet- r- CD Overall(Dining:Cafeteria/Fast alFasi Food) 2786 l.ar3733 Locelbn m pianSeers wham compliance can be identified ionic NA d not appl�rabitr} E5.0 Location in parss5pace where compliance can he dln'ifed{trier A it not appabeE5.0 Total Allowed Watts a 3733 re- l,! 5. (505.2.3+]Sleeping unit controls.Master switch at entry to hotelrmotel guest room- a 13,j505,2,2,2.1]Occupant override,Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override CY) N/A switching device that:1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled Section 3: Interior Lighting Fixture Schedule Location in rewspees wmore compliance can as danhiaad tenet NA a not appicattel -- by that switch,or so that the area being lit is annunciated.3)is manually operated.4)allows the lighting to remain on for no more than 6. [505-2,1.S]Egress lighting.Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut 2 hours when an override is initialed, and 5)controls an area not exceeding 2,000 square feet. o A B C D E off during periods that the building space served by the means of egress is unoccupied. Fixture ID :Description'Lamp Wattage Per Lamp Ballast Lamps+ k of Fixture (C X D) Exceptions. W Fixture Fixtures Watt. Exceptions: LIIn malls and arcades.auditoriums.single-tenant retail spaces.industrial facilities and arenas,where captive-key override is utilized. J Overall( Dining:CafeteriarFast Food 2786 eget.) u Building exits as defined in Section 1002 of the Oregon Structural Specialty Code. override time is permitted to exceed 2 hours_ O J Linear Fluorescent 3-Lamps:A:2x4 Trotter with 3-32w 18 lamp 1 48-T8 32W/Electronic .3 14 96 1344 E5,0 LJ In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas.the area Controlled shall not exceed 0 Linear Fluorescent w/Emer Baiter:AE:Same as A wf8attery Pack liar TB 32W 1 3 6 96 576 L9ca¢ron m piar>w5pecs where cpmpiance can be identified(enter NA a not app rawer 20,000 square feet. Z Electronic 7. [505.2.2+]Additional controls.Each area that is required to have a manual control shall have additional controls that meet the E5.0 - z n Linear Fluorescent 2-Lamps:A2:2x4 Troffer with 2-32w TB lamp 148-TB 32W 1 Electronic 2 5 64 320 requirements of Sections 505.2.2.1 and 505.2.2.2. Locaion in p4cna aeecs Owe corralie"cr can be idemiled fencer NA i not appicabler ^ o 0 0\0 Linear Fluorescent'iv/Erne'.Batter copy 1:A2E:Same as A2 wiBattery Pack 148"T8 32W 2 1 64 64 m 8. (505.2.2.1 +1 Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting (9❑ 14. [506.2.2.2.2]Holiday scheduling. Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday m u) (� 1 Electronic load by at least 50 percent by either J Walk-in Cooler CFL Fixture:C:Vendor Provided were Triple 4-pin 26W!Electronic 1 4 26 104 1)controlling(dimming or multi-level switching)all luminaires;or scheduling feature that turns off all loads for at least 24 hours.then resumes the normally scheduled operation. O J t Restroom 6"CFL Downlight:KE:6'Downlighl w,'Batter Pack 1 Triple 4-pin 42W r 1 15 42 630 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or • O r9 ig Y P f Exceptions: Electronic 3)switching the middle lamp luminaires independently of other lamps:or Y Q„ in Dining Area 6"CFL Downlight:N:6"Downlight;Triple 4-pin 42W r Electronic 1 12 42 504 4)switching each luminaire or each lamp. N Retail stores and associated malls,restaurants,grocery stores,places of religious worship.theaters and exterior lighting zones. Dining Table CFL Pendant:R:Mini-Pendant Dimmable CFL f Spiral 13W r Electronic 1 12 13 156 LI Single zone electronic time control devices and sell-contained wall box preset lighting controls- PROJECTExceptions: LED Exit Sign:F:LED Exit Sign w.'Battery Pack,:Other;Electronic 1 3 5 15 Location.n con,puan applicable;V Only one luminaire in space, pea spec whore ce Can demdied terrier NA it not Total Proposed Watts m 3713to Q UAn occupant sensing device controls the area. cil 15.(505.2.4+]Exterior lighting controls. Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of O ?r U The area is a oorrider,Storeroom.restroom.Public lobby or sleeping unit. a photosensor and a time switch,or an astronomical time switch.Lighting designated for dusk-to-dawn operation shall be controlled by re = Section 4: Requirements Checklist ❑ Electrical and mechanical room. an astronomical time switch or photosensor. timill4 ciZ 0 - Lighting Wattage: I] Areas that use less than 0.6 Watts sq.tf. Location in plars.soaca whets comptlance can as E5.0E6.0 identified tenter NA It not apoicabai' t\ (7 = I. 505.1 + Total proposed watts must be less than or equal to total allowed wattsE .0 in `'' Ce ( ] P Po !aca;ion in p ars specs cone.compliance hart ore x!e rihed forret NA n not appacab ei 16.[505.3] Tandem wiring.The following luminaires located within the same area shall be tandem wired: N w 0 1.Fluorescent luminaires equipped with one.Three or odd-numbered lamp configurations,that are recess-mounted within 10 feet w "cella a > L.T. 9. [505.2.2.2]Buildings larger than 2,000 square feel are equipped with an automatic control device to shut off lighting in those areas. re Z Z Allowed Watts Proposed Watts Compliescenter-to-center of each other, w p Pi This automatic control device shall function on either: z Ce U o that are pendant-or surface-mounted z 3733 3713 YES I a Scheduled basis,using time-of-day,with an independent program schedule that controls the Interior righting 2.Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration, ghting in areas that do not w U a within 1 foot edge.to-edge of each other- LU Lu exceed 10,000 square feet and are not more than one floor:or ce Z Exceptions: 3 Z 0 In the following requirements,the relevant code section reference is shown in[1.'+'denotes that more details exist in the specified code re Q ❑ Where electronic high-frequency ballasts are used. e( et f/1 M section. ce tin Mandatory Requirements: a 1- M ...nr Z w � _ 0 rrY ,_ I- D Project Title:Carl's Jr. Tigard, Oregon Report date:05/09/11 Project Title:Cart's Jr. Tigard, Oregon Report date: 05/09111 Project Title: Carl's Jr. Tigard, Oregon Report dale:05(09/11 Data filename:HeProjecleec2010-065 Carl's Jr Tigard\02-Engineeringe2-Calculations102-ElectricaeCads Jr Tigard Oregon Interior Lighting Data filename:H)Projectslbc2010-085 Carl's Jr Tigarce02-Engineering'102•Calculations402-EleclricaeCarts Jr Tigard Oregon Interior Lighting Data filename:HAProjectslec2010-085 Cart's Jr Tigarce02-Engineering.02-Calculations%02-ElectricaeCarts Jr Tigard Oregon Interior Lighting Energy Code Forms 5-6-11.cck Page 1 of 6 Energy Code Forms 5-6-11.cck Page 2 of 6 Energy Code Forms 5-6-11.cck Page 3 of 6 DRAWING TITLE W (3 Luminaires on emergency circuits. xii t. [505.6.2+]Within each non-tradable area'surface,total proposed waits must be less than or equal to total allowed watts.Across all V U u Luminaires with no available pair in the same area tradable areas/surfaces.total proposed watts must be less than or equal to total allowed watts- Z Z filL E5.0 COM check Software Version 3.8.1 Compliance:Passes using supplemental allowance watts. i- Q Lotelbn In plarrs`spets where compilanr/can ne,de Bled iteller NA if notapplicalroi T J O 17. [505.5.1 +]Medical task lighting or artlhistory display lighting claimed to be exempt from compilance has a control device independent Light a1 f g VV rtl 1 I a nye Controls, Switching, and Wiring: yr I' Q- of the control of the nonexempt lighting. Exterior Li 2. (505.6.2+)All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt vv 2 Location In piansispets worm.eonpltance cane.ru.rttited!enter NA a not aoplCabiel' NIA Certificate lighting. r NA J O ❑ 18.(505.7+] Each dwelling unit in a building is metered separately. Location n plartersp ler wntera compliance rano.denat+ea I erre NA it not applc8d.l Z U N/A (a 3. (505.2.4+]Lighting not designated for dusk-lo-dawn operation is controlled by either a a photosensor(with time switch).or an O Lacaion n plansspecs whine compliance can be rdemited tenter NA A not appicaalr' Oregon Energy Efficiency Specialty Code astronomical lime switch. C � v r1 Interior Lighting PASSES Li'e I'.. even-'- :- c Localoninplansspawhre iancecanDeidemiSedlarderlUitnotaplpicabiei E`� Q W � Section 1: Project Information CC W 110 4. (505.2.4+]Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. Section 5: Compliance StatementProject Type: New Construction Locabnieptensigpec,*feta conpaancecan Deidentitied(eerier NAilnot applicable). Project Title 'Carl's Jr,Tigard, Oregon W E5.0, E6.0 0 Z Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications Exterior Lighting Zone: A]High activity metropolitan commercial district) � 5. [505.2.4+]All time switches retain programming and the time seeing dunng loss of power for a period of at least t 0 hours. �^ and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Oregon Energy E5.0 Efficiency Specialty Code requirements in COM check Version 3 8.1 and to comply with the mandatory requirements in the Requirements Construction Site: Owner-Agent: i estgner(GOnir ctor: Looarlon n punssp where compliance Car,be Ida`"iliad'�r!a`NA it not apr'I` mel t r" 1 1433 SW Pacific Highway KWKG, Inc 6. [505.2.4+]Lighting designated to operate more than 2000 hours per year for Uncovered Parking Areas shall be equipped with motion N REVISIONS Checklist. Tigard.OR 97223 PO Box 1012 V F- g sensors that will reduce the luminaire power by thirty-three percent or turn off one-third the luminaires when no activity is detected N Wilsonville,OR 97070 Brace McGillivary-Senior Electrical Designer 5/10/2011 (503)682-6474 Location in piens+specs where compliance can be demitied;enter NA ii not applicablai N/A Z Name-Title Signature Date O (.5 Section 2: Exterior Lighting Area/Surface Power Calculation Exterior Lighting Restrictions and Exceptions: 'h Project Notes: 6 7. [505.6.1 +]Mercury vapor and incandescent lighting is not permitted far use as exterior lighting. v J CC State of Oregon Interiar/Exterior Lighting Energy Code A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Exceptions: LU Watts Wattage Watts Watts Unit (B x C) ❑ Incandescent lighting controlled by motion sensors and having total power less than 150 watts. in Drive-Ttuu Canopy(Drive-up windouvseloor9) 2 windows or doors 400 No 800 128 ❑ Incandescent lighting used in or around swimming poais,water-features,or other locations subject to the requirements of keels 680 UJ P North Entrance(Entry canopy) 3 112 0.4 Yes 1 170 of the National Electric Code. CL 3 East Entrance(Entry canopy) 3 ft2 0.4 Yes 1 170 ❑ 8. (505.6.1 +]Exempt lighting fixtures are equipped with a control device independent of the control of the nonexempt lighting and are o Wall Lighting(Illuminated length of facade wail or 11 it 5 No 55 0e. identified in Section 3 table above- 1 surface} Locrriion n n playcs compin5pewhere cwnort cc can be derriiSed f> d pkw r NA nor apb a;• N/r`/�f o STAMP ''-1 Total Tradable Watts' a 2 340 Total Allowed Watts= 657 Exterior Lighting PASSES Design 7rt,better than code 0 ��,ED PROFESS v. Total Allowed Supplemental Watts""= 1300 f Z 'Wattage tradeotls are only allowed between tradable areaslsurfaces. Section 5: Compliance Statement C W(~ 547E O'P "A supplemental allowance equal to 1300 watts may be applied toward compliance of both non tradable and tradable areas/surfaces. 0- c, , : +(/ I Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans.specifications U] �� /f�E i�s�.. Section 3: Exterior Lighting Fixture Schedule if and other calculations submitted wish this permit application.The proposed lighting system has been designed to meet the Oregon Energy o y t Efficiency Specialty Code requirements in COM check Version 3.8.1 and to comply with the mandatory requirements in the Requirements ,0,,,,,-c 1 '991 . �y 8 Fixture ID:Description 1 La I Wattage Per Lamp/Ballast Lamps' #of Fixture (C X D) Checklist. r CIF E. a�A Lamp Fixture Fixtures Watt. �� Z EXPIRES: 12131/11 I Brace McGillivary - Senior Electrical Designer 5/10/2011 e Drive-Thou Canopy(Drive-up windowsldoors 2 windows or doors):Non-tradable Wattage 0 3Name-Ttle Signature Date Linear Fluorescent 1:S:4'Strip Fixture i.48-T8 32W 1 Electronic 2 2 64 128 0 North Entrance(Entry canopy 3 ft2):Tradable Wattage Linear Fluorescent 2:T:4'Strip-Wel Location i 48`T8 32W r Electronic 2 2 64 128 W DATE: 5/13/2011 s Compact Fluorescent 1:N:Entrance Downlight r Triple 4-pin 42W I Electronic 1 1 42 42 BLDG. i East Entrance(Entry canopy 3 ft2):Tradable Wattage QM SUBMITTAL Linear Fluorescent 3:T:4'Strip-Wet location 48 T$32W/Demonic2 2 64 128 W DATE: Compact Fluorescent 2:Entrance Downlight`Triple 4-pin 42W 1 Electronic 1 1 42 42 O - Wail Lighting(Illuminated length of facade wall or surface 11 ft):Non-tradable Wattage O O Total Tradable Proposed Watts - 340 Section 4: Requirements Checklist Ll BID DATE: ° In the following requirements.the relevant code section reference is shown in(].'-e'denotes that more details exist in the specified code W CKE NO.: -: section. Z ARCH. NO.: 1075 Lighting Wattage: o SCALE: AS SHOWN LII SHEET g a - -- -- . s Z Project Title: Carl's Jr. Tigard, Oregon Report date;05/09/11 Project Title:Carl's Jr. Tigard, Oregon Report dale:05/09/11 Project Title: Carl's Jr, Tigard, Oregon Report dale:05109/11 [.D 2 terJ ---Data filename:HeProjectetc2010-085 Carl's Jr Ti- - -2-Engineeringi02•Calc------nst02-EleclncenCarls Jr Tigard Oregon Interim Lighting Data filename:HAProjectelx2010.085 Carl's Jr Tigardt02-Engineering�02•Calculationsl02-ElectricaeCarls Jr Tigard Oregon Interior Lighting Data filename:HnProjectsesc2010-085 Carl's Jr Tigarce02-Engineering`e2-Calculations',02-electncaeCarls Jr Tigard Oregon Interior Lighting Energy Code Forms 5.8-11.cck Page 4 of 6 Energy Code Forms 5.6.11.cck Page 5 of 6 Energy Code Forms 5-6-11.cck Page 6 of 6 e LT_ El ■ a (E PANEL SCHEDULE UTILITY PANELBOARD NOTES .� CO a+ E DATE: May 10,2011 COMPANY C y gi v 6 E PANEL: PANEL A PROJECT: CONDUCTORS O PROVIDE HANDLE "LOCK—ON" DEVICE ON CIRCUIT BREAKERS INDICATED C E N E S TYPE: AMPS: 225 Conn. Demand Demand C C ��., V V VOLTS: 1201208 LOAD CLASS VA Factor Load VA (E) 2 ALL CIRCUIT BREAKERS IN PANELS SHALL HAVE MIN 22,000c 2 ` ,o ,i s PHASE: 3 WIRE: 4 LIGHTING 0 125% 0 UTILITY O A.I.C. R.M.S. SYMMETRICAL. COMPLY w/UTILITY COMPANY REQUIREMENTS. . C w- POLE Lu §1 LOCATION: KITCHEN OUTLETS 3040 * 3040 ) ALL CIRCUIT BREAKERS SHALL HAVE PERMANENT CIRCUIT MAIN: 225 MLO MOTOR LOADS 6228 7785 3 - /° NUMBER IDENTIFICATION. MOUNTING: RECESSED RESISTANCE LOADS 0 1002 a3 cn SUSFEED 0 100% 0 -4"C ® IDENTIFICATION OF ALL CIRCUIT BREAKERS SHALL BE BY NOTES: MISC.LOADS 52096 100% 52096 (BY ELECTRICAL UTILITY COMPANY t CONTRACTOR) PAD MOUNTED TYPEWRITTEN METHOD ONLY. Li c WIRE BY PGE 0 W AJ 75 KVA TRANSFORMER 0PERMANENTLY LABEL PANELS. In Connected Demand 12,470--480Y/277V 30 4W C TOTAL VOLT-AMPS 61,364 62,921 Y fel a AVAILABLE FAULT 24,103AIC v O MAXIMUM PHASE AMPS I 191.6 I 195.9 I (PAD BY ELEC CONTR) ® PANEL "Cu SHALL HAVE 225 AMP, 3 POLE NON—AUTO MAIN CIRCUIT L y (TRANSFORMER BY PGE) BREAKER WITH SHUNT TRIP CONTROL BY ANSUL MICRO SWITCH ALARM. Q BREAKER CIR. CIR. BREAKER O REFER TO EQUIPMENT SUBMITTALS FOR LOCATION AND CONNECTION < E N A P DESCRIPTION WATTS NO. PHASE NO. WATTS DESCRIPTION P A REQUIREMENTS FOR SUB PANELS 'D' AND 'E'. N 600A RATED CT N a' PANEL: MLO, NEMA 3R RATED ® CURRENT TRANSFORMER ENCLOSURE, METER AND INSTALLATION SHALL 2 z 90 3 HVAC-Dining Room 6024 1 A 2 600 Office Electronic System Outlets 1 20 ENCLOSURE MEET PGE REQUIREMENTS. COORDINATE WITH PGE. += o NEMA 3R RATED ELECTRICAL METER 600A MLO 480Y/277V 30 4W ra C7 6024 3 B 4 600 Office Electronic System Outlets 1 20 NEMA 3R RATED RATING: 22KAIC O CD In 6024 5 C 6 400 Fire Panel 1 20 • AVAILABLE FAULT=20,85A1C a 1 o 70 3 HVAC-Kitchen 4908 7 A 8 3750 Biscuit Hood Microwave 2 50 D CO z 4908 9 B 10 3750F W g 4908 11 C 12 400 Phone Panel 1 20 3-3"C 1—3"C SPARE _4 (1) o ce 20 3 Kitchen Hood Fans/Exhaust 2076 13 A 14 400 Security System Outlet 1 20 (BY ELECTRICAL 2 SETS OF I J V O2076 15 B 16 360 Office Desk Outlet 1 20 CONTRACTOR) 1-3C 4—#350 KCMIL 2076 17 C 18 500 Ordering Monitor 1 20 #350 KCMIL AL 225A 225A 225A PGE) 1—#1 CU GND r 3P 3P 3P CLIENT 20 1 Shunt Trip Control for Panel"C" 200 19 A 20 500 Ordering Monitor 1 20 (BY O SPACE 21 B 22 500 Ordering Monitor 1 20 SHUNT TRIP 20 1 Roof Outlet 180 23 C 24 600 POS Order Counter 1 20 0 20 1 Back Door Outlet 160 25 A 26 600 POS Order Counter 1 20 GN) J SPARE 27 B 28 600 POS Order Counter 1 20 3-3"C TOTAL O SPARE 29 C 30 720 P05 Drive Window and Safe Outlet 1 20 SPACE 31 A 32 3750 Biscuit Hood Microwave 2 50 i 4—#4/O 4—#4/0 4--#4/0 0 SPACE 33 e 34 SPACE 35 C 36 3750 SPACE 1`241/2"CND �) 1`241/2"CGND `J 1_241/2"CND SPACE 37 A 38 SPACE #1/0 CU PER NEC TABLE ))) N W SPACE 39 B 40 SPACE 250.66. BOND PER NEC. O J SPACE 41 C 42 SPACE #6 CU PER NEC 250.53(E) Z U T— B PANEL 'A' PANEL 'B' A C * 10kVA at 100%,remainder at 50% BOND PER NEC. PANEL 'C' 225A MLO Z OO 208Y/120V 30 4W PHASE TOTALS Connected VA 22988 22568 15808 *" 100%plus 25°1°of the largest Motor 225A MLO 225A MLO 22 KAIC RATED 42 CKTS R 0 0 N Demand VA 23507 23087 16327 208Y/120V208Y/120VV Connected Amps 191.6 188.1 131,7 (2) 8 —0 LENGTH GROUND RODS WITH30 4W 30 4W Demand Amps 195.9 192.4 136 1 MIN 6' SPACING PER NEC 250.53(B). 22KAIC RATED ED 22KAIC RATED fi r J 1 btc— • J GROUND RODS PER 250.52(A)(5), 42 CKTS 42 CKTS 100A BOA Q co O 250.53(A), 250.53(G) & 250.56. BOND 3P 3P PER NEC. o Q a Y in PANEL SCHEDULE DATE: May 10,2011 PROJECT PANEL: PANEL B PROJECT: #1/0 CU PER NEC TABLE 250.66. BOND TYPE: AMPS: 225 Conn. Demand Demand PER NEC. H . VOLTS: 120/208 LOAD CLASS VA Factor Load VA p0 PHASE 3 WIRE: 4 LIGHTING 30370 125% 37963 BUILDING STEEL rummil = LOCATION: KITCHEN OUTLETS 2500 2500 BACK FRONT SEE COOK (MAIN) PANEL `,. Q z Z 0MAIN; 225 MLO MOTOR LOADS 17400 1.1. 20025 #1/0 CU CONNECTION WITHIN 5'-0" FROM POINT ~ O I c MOUNTING: RECESSED RESISTANCE LOADS 0 100% 0 rn OF ENTRY OF PIPE INTO BLDG PER NEC COUNTER COOK SCHED w ix SUSFEED 0 100% 0 250.52(1). BOND PER NEC. PANEL SUB OTHER a - 1O : L� Z NOTES: MISC.LOADS 2400 100% SUB COUNTER FOR 2400 BUILDING D PANEL LOADS p o O WATER PIPE E w U 0- W Connected Demand TOTAL VOLT-AMPS 52.670 62,888 I 'UFER' GROUND 20'-0", MIN. #4 BARE COPPER OR cm) ° z O MAXIMUM PHASE AMPS 153.3 186.0 1/2" DIA MIN RE—BAR, ENCASED IN BUILDING Y BREAKER CIR. CIR. BREAKERCONCRETE FOUNDATION PER NEC 250.52(3). 1.. d ? M c A P DESCRIPTION WATTS NO. PHASE NO. WATTS DESCRIPTION P A BONDING JUMPER NOT REQUIRED LARGERPRNEC. a THAN #4 CU PER NEC 250.66(B). BOND PER NUFER U 0 � t;,� ~ LO .— _ Z 0 tY T-- I— D 50 3 Walk-in Refrigerator 3500 1 A 2 1440 Walk-in Lights &Heat Tape 1 20 3500 3 B 4 1200 Walk-in front door 1 20 IIIIIIIIMMIIIIIIIIIIIIIIIIII 3500 5 C 6 1200 Drive up window back door fly fan 1 20 20 1 Night Lights 480 7 A 8 1080 Dining room lights-Single Tables 1 20 DRAWING TITLE 20 1 Hot Water Circ Pump 400 9 B 10 1080 Dining room lights-Pendants 1 20 20 1 Office and Rest Room Lights Exhaust Fan 1200 11 C 12 1080 Dining Room Lights-Double Tables 1 20 20 1 Fly Light Outlets 1100 13 A 14 1400 ,Dining Room Sign Outlets 1 20 20 1 Drive Up Menu Lights 600 15 B 16 1200 Order Counter Lights and Menu Boards 1 20 SCALE 20 1 Lighting Controls Exerciser Contactor 200 17 C 18 620 Work Area Lighting 1 20 SINGLE LINE DIAGRAM 20 1 Drive up menu 400 19 A 20 620 Work Area Lighting 1 20 N.T.S. Q . 20 1 South and East signs 1000 21 B 22 620 Work Area Lighting 1 20 20 1 West Wall Pak 400 23 C 24 1200 Dispenser Ice Machine 2 15 U 20 1 East Wall Pak 400 25 A 26 1200CC W 20 1 Canopy Lighting 1200 27 B 28 1200 Dispenser Ice Machine 2 15 20 1 Canopy Lighting 1200 29 C 30 1200 ~ Z 20 2 Pole Lights 1800 31 A 32 1200 Drive up window ice machine 2 20 V Q 1800 33 B 34 1200 J 0_ 20 2 Pole Lights 1800 35 C 36 960 Directional Signs 1 20 W 1800 37 A 38 1490 Building sign 1 20 20 2 Pole Lights 1800 39 8 40 1600 Make Up Air Unit(MALI) 1 20 1800 41 C 42 SPACE A B C * 10kVA at 100%,remainder at 50% PHASE TOTALS Connected VA 17910 18400 16360 ** 100%plus 25%of the largest Motor Demand VA 21063 22325 19500 i Connected Amps 149.3 153.3 136.3 N REVISIONS Demand Amps 175.5 186.0 162.5 N Z PANEL SCHEDULE 0 DATE: May 10,2011 ) (/) PANEL: PANEL C PROJECT: �I J TYPE: AMPS: 225 Conn. Demand Demand CC VOLTS: 120/208 LOAD CLASS VA Factor Load VA RESERVED FOR POWER COMPANY METER W PHASE: 3 WIRE: 4 LIGHTING 0 125% 0 CONDUCTORS. LOCATION: KITCHEN OUTLETS 0 0 MOUNTING BRACKET MAIN: 225 MLO MOTOR LOADS 0 "• 0 48"\-\\ W MOUNTING: RECESSED RESISTANCE LOADS 1800 100% 18001/ \ IL SUBFEED 38025 100% 38025 NOTES: Shunt Trip MCB MISC.LOADS 23560 100% 23560 \:'' STAMP g Connected Demand _ o TOTAL VOLT-AMPS 63,385 ji 63,385 1 A O �' �p �Ro,� a MAXIMUM PHASE AMPSI 190.6 E 190.6 I o O <<, ESS CC o BREAKER CIR. CIR. BREAKER c _ f ild 547PE O9/ A P DESCRIPTION WATTS NO. PHASE NO. WATTS DESCRIPTION P A .- 3S 1 - �� /0/./»STI.: W ✓' KE • fp R 100 3 Back Cook Counter SUB PANEL"D" 9617 1 A 2 3212 Front(Main)Cook Counter SUB PANEL`E" 3 80 4 5/8" Cook 8950 3 B 4 2195 Cook _ Z 4 'e17,199 Counter 11051 5 C 6 3000 Counter (, `fiZIP BOQ� i SPACE 7 A 8 SPARE 1 20 9 B 10 SPARE 1 20 I Z EXPIRES: 12/31/11 I Y 50 2 Sonic Microwave 3750 3750 11 C 12 SPARE 1 20 Z ¢ O 30 1 Fry Warmer/Dump 2680 13 A 14 1800 Coffee Brewer 1 20 -. < 20 1 Fryer Control 960 15 B 16 400 Drive-up pop dispenser 1 20 '- 0 20 ! FryerGontrol 960 17 C 18 360 Pop Dispenser 1 20 W DATE: 5/13/2011 w 20 1 Salad Refrigerator 960 19 A 20 360 Pop Dispenser 1 20 CONDUIT ENCLOSURE "o r^ 20 1 SPARE 21 B 22 360 Pop Dispenser 1 20 \ V J BLDG. 20 1 Fryer Warmer 2000 23 C 24 SPACE \\ Q SUBMITTAL 10 T. ' 20 1 Single Ice Cream 1200 25 A 26 SPACE CONCRETE PAD Ca DATE: i 20 1 Double Ice Cream 1750 27 B 28 960 Order Line 1 20 REFERENCE ONLY O 20 1 Double Ice Cream 1750 29 C 30 SPACE r r NOT APPROVED WITH THIS PERMIT Z s I< 20, 1 Salad Bar 960 31 A 32 SPACE O O 20 1 Drive Up 400 33 B 34 SPACE ` ' • . ' • _ I SPACE 35 C 36 SPACE Cr) BID DATE: SPACE 37 A 38 SPACE CE a SPACE 39 B 40 SPACE W CKE NO.: d SPACE 41 C 42 SPACE Y A B C * 10kVA at 100%,remainder at 50% ARCH. NO.: 1075 ii PHASE TOTALS Connected VA 20789 19725 22871 ** 100%plus 25%of the largest Motor CT CABINET: THREE-PHASE, 4-WIRE 201-$00 AMPS Z Demand VA 20789 19725 22871 r � SCALE: AS SHOWN iii 5 Connected Amps 173.2 164.4 190.6 SHEET g Q Demand Amps 173.2 164.4 190.6 2 Lig SCALE E2 . O CURRENT TRANSFORMER CABINET ELEVATIONS 1/2" = ,' 4 GENERAL NOTEST T 42 "tN8 io " c DNA. ALL 15A AND 20A 120 VOLT RECEPTACLES IN KITCHEN SHALL BE GROUND FAULT PROTECTED TYPE (GFCI). 24B. SEE PANEL SCHEDULES ON SHEET E2.0 FOR ELECTRICAL CIRCUIT NUMBER ASSIGNMENTS. ro . 0 C. ELECTRICAL CONTRACTOR TO SIZE ALL FEEDERS ACCORDING TO NEC AND LOCAL CODES. .61) un v }' N c c U▪ C L VI I- tN O N c. Y ...., z 0 W a gu) Iii0 131 O W0z W 1 .J . 0 � a CLIENT O CONTACTOR CONTROL BOX N.-- 1" 1" C. FOR L.V. CONTROL WIRES O FROM PANEL TO EARTH. I`•-• (FACE INSIDE) 0:3) Cgl ,y —1/2" C. 0 B-38� -r— J MENU BOARD 2" OO�F B-38&PREVIEW BOARD C� � N- A-35 N- 1/2" C. OCB BOARD N N z >< z CO 41) 74 o4111 +84" CV TO SPEAKER POST (2) 3/4" C. PA TO - - +75" (2) COO a) DRIVE-THRU SPEAKER • —i (f) (1) 3/4' C. TO M D - MEN '. 0 POST/ OCB BOARD - 105 in CREW is 109 PROJECT ELECTRICAL METER VES11BULE o 104p O • N 2 SCULLERY \ ci Z 0 600A RATED CURRENT TRANSFORMER +65' z p — SEE DETAIL OFFICE 110in `,, O in = in+78' 104 106 +65" 107 WOMEN , IIn w U TWO-LINE 106 ' �Q a > l.i +65' 0 PHONE JACK +78' 53" ABOVE FLOOR TO BOTTOM - cx Z — Z •o +65" +84" OF ELECTRICAL PLATE - O 0 0 +78" ,r *-max* All ROOF HOOD z U tZ LTJ STUB UPti +38' E7.0 FANS SWITCHES A z Z600A 34 MAIN DISTRIBUTION PANEL • • • +60" ABOVE FLOOR TO CENTER v} 3 O 4-PILX* Ill Ill ill�II1 1 ® N ..' +78" 0 0 $$$ I ♦ o S I _..._ . . DINING <1 D M* X+78" - —FLY LIGHT +88" 1 ROOM in Q /15\ PANEL 'A' TO PANEL 'C' 40+47 I 102 LLI CD Z DOOR MONITOR 110400 do +60' PANEL 'B' I SENSORS PANEL 'C' 1111M»1 w. 2 li SUB PANEL 'E' I .• q ; E5 .0 01,0, -.7.-; +96 DRAWING T4TLE + ® 47 SEE CONTROL DIAGRAM I ORDER 101 INSTALL MAGNET E© EAI CO FM4111 SERVING ON DOOR -_ +96' MOUNT ON I 103 COOLER DFC +60" KITCHEN CURTAIN WALL +96"41:1,) 0 +24' TO PANEL 'C' +96' Z 114 +60" 113 +108" 10 0 60 - 4a AMP { r ti +24" 30 QIP I +84' ITH A CHASE TO �•J �O SUB ii)PANEL 'D' ® IONDENSER ON ROOF Er EC +18'0-5) 5 +38' +20- / u.l +18" 1 65 2 I +24" 60 +24" W DOOR LN°+24" c+24" --I 0 HTR +18"C) 4= 1N — — ' — _ I W 0_ DEC TO REFER. DOOR RACK T 52" +20" 06 412+ Q 1 0.5.-2, o O E/C FREEZER o +24 +84" �' I ±84" E� OM ° 115 •o O +48" I �'NM �• te +84" r DFC DRAIN +�" F.O.S & REVISIONS ® HEATER d W/ CONDUIT TO SEE INTERIOR ELEVATION SHEET N E.C. TO INSTALL SWITCH ABOVE CEILING 1\ DETAIL 2/A-12 FOR 16x16 OPENING FOR CO2 LINES IN WEATHERPROOF BOX E4.0 0 +20" & +84' Z ON OUTSIDE OF EVAP. REF. ELEV. 10 +60" T1 ®+ +60" WITH CONDUIT 33 TO ABOVEOVE CEILING 69 1/2" CONDUIT +20" +20 +2© I I I TRAFFIC LOOP w LI 441) w 11 IIIIIIIIIihL STAMP O ��\'' PROFFSst r CC M �1' /RE • 1 ELECTRICAL ROUGH-IN PLAN 1 � ' 1 W �� N.T.S t Z •,QFC 17 199' ixAZ O I EXPIRES: 12/31111 0 W DATE: 5/13/2011 q iQ BLDG. SUBMITTAL O f ' REFERENCE ONLY m DATE: g NOT APPROVED WITH THIS PERMIT Z 0 O a V) BID DATE: ct o W CKE NO.: Z ARCH. NO.: 1075 p 0 U SCALE: SHEET AS SHOWN t' 3 W a z 0 13 Lai E3 . 0 F - - 1 0 4 --'E d . ,, PROTO25 - ELECTRICAL EQUIPMENT SCHEDULE c E oi $ s 2 co 6g 1-1/2" C. TO ATTIC ?� ' No. CONNECTION LOAD PHASE H.P. VOLTS No. o.. > S 2 LABEL STUB ^ KE5REMARKS TYPE WATT/AMP DESCRIPTION c uj 61 108 (WIRELESS} MAIN COOK COUNTER - INC. PAPER BINS, FRY DUMP, 69 (SOS) mo MAIN COOK COUNTER ASSEMBLY SUB-PANEL DIRECT 35.6A 3 208/120 STEAMERS, & WARMER TOP 112. co ,. 9" ' 3'-O" la 103 (---0FRY DUMP 30 AMP-125 V 2680 W. 1 120 FRY DUMP (SEPARATE FEEDER FOR PROTO 22-14 AND 24) ' DIRECT CONNECT SUB-PANEL TO MAIN PANEL - SEE SHEET "K-5" BACK COOK COUNTER - INC. SALAD, WARMERS, 4U c 0 `- 69 7 PTA � DIRECT CONNECT iG RECEPTACLE TO IG PANEL. SEE ITEM #103. DIRECT 57.2A 3 208/120 MICROS, TOASTER, ETC. C o li'-O" I ' 0 WORK TABLE DCO-GFIC-20A-120V 900W 1 • 120 WORK TABLE .a[ a 14 BISCUIT OVENS - (2) 0 5.6-KW EA 3 208 DOUBLE STACKED OVENS 2 1 a E o to 16 DRIVE THRU TABLE WARMER DIRECT 600W 1 120 DRIVE THRU TABLE WARMERo. c ---3/4" C. TO ATTIC cv z G.B. STEAMER AT BACK LINE 50A-250V 6-KW 1 208 o i' o LABEL STUBS 26 SHAKE BLENDER (HAMILTON) DCO-GFIC-20A-120V 1600W 1 120 SHAKE BLENDER (HAMILTON) W c o o 28 GRIDDLE TIMER DCO-GFlC-20A-120V 2A 1 120 , W 5 N g o VERACHECK / %. ! 31 BROILER UNIT 18A 1 120 BROILER UNIT V 04 cc 04 a PHONE JACK 3,-O" PROVIDE REC AT DRIVE WINDOW FOR CHARGER. 1"C TO ATTIC ® DT 4-PLEX-20A-120V 10A 1 120 DRIVE THRU WIRELESS RADIO SYSTEM T 106 6" ft - -- __- 1 68 103 3-BAY FRYER UNIT w/FILTER UNIT 4-PLEX-GF1C-20A-120V 960W 1 120 3-BAY FRYER UNIT w/FILTER UNIT CLIENT ' 69 69 IS° 38 GRIDDLE UNIT 48" DCO-GFlC-20A-120V 13.8A 1 120 N. Oo 107 c 40 SELF-SERVE DRINK DISPENSER UNIT 4-PLEX-20A-120V 2.5A 1 120 SELF-SERVE DRINK DISPENSER UNITS (2) 1 1 co WHITE COVER PLATE & DEVICE / FLUSH CLOCK TYPE RECEPTACLE SINGLE-15A-120V 200W 1 120 FLY LIGHT RECEPTACLE Ct `- T ICE CREAM FREEZER �, ' (49) DCO-GFlC-20A-124V 300W 1 120 ICE CREAM FREEZER (EXCELLENCE) - N. ti ® HOT HOLDING CABINET DCO-GFlC-20A-120V 1800W 1 120 HOT HOLDING CABINET POS TO ORDER BOARD c ! 52 WASTE SHORTENING CONTAINER DCO-GF1C-20A-120V 15A 120 .....4._ .4.3/4 C. POWER FOR1? C\I 1/2" C. TO DRIVE-THRU ' S3 ELEC CONN FOR BLOWER COIL, T-STAT & SOLENOID J-BOX W/SEALS 216W 1 120 WALK-IN COOLER UNIT CD ORDER BOARD SENSOR LOOP E U r ELEC CONN FOR DRAIN HTR 100W, DOOR HTR 360W, DATA OUT TO SPEAKER BOARD S4 DOOR HTR 240W J-BOX W/SEALS 700W 1 120 WALK-IN FREEZER UNIT HEATERS Z >< a00 CO DRIVE- THRU WINDOW WALL, DRIVE-THRU WALL AT COUNTER TOP SCALE: 1 ® (2) COFFEE BREWER UNIT, AIRPOTS, & RACK DCO-GFlC-20A-120V 20A/1800W 1 120 (.5 CO CO 00 ELEVATION AT DRIVE-THRU WALL N.T.S. (N► BACK COUNTER MICROWAVE OVEN (1) STANDARD DCO-GFlC-20A-120V 15A 1 120 STANDARD MICRO (SHARP) O J M o BACK COUNTER MICROWAVE OVEN (3) G.B. SINGLE-20A-250V 15A 1 208 MICRO (PANASONIC) �- > -5 CARBONATOR PANEL PUMPS 4-PLEX-GFIC-20A-120V (2) 0 6.3A EA 1 (2) 1/3 120 TWO CIRCUITS FOR 2 SEPARATE SYSTEMS i - - 1 PROJECT 58. DRINK SYSTEM: A)PANEL BOARD 6)1).T. DISP. C.)CARBONATOR D.)LINE KIT DCO-20A-120V 4.4A 1 120 DRINK SYSTEM: DROP-IN DISP.; 2 HEAD DISP. 0 DRIVE THRU >- f1/2" DIA. RIGID 59CONDUIT ICE MACHINE WITH STORAGE BIN DIRECT 10A 1(3) W 208 PROVIDE 15 AMP SWITCH, 0 0 15 AMP TYPE FRN-R FUSES "d Z 5 60 ICE MACHINE ON DRINK DISPENSER 4-PLEX-20A-120V 15 A 1 120 ICE MACHINE ON DRINK DISPENSER (SANITIZER) z O = TABS 61 AUTOMATIC FRY DISPENSER DCO-GFlC-20A-120V .7A 1 120 FRENCH FRY DISPENSOR (SCHWAN) La U 46� FULL SIZE REFRIG GLASS DOOR FRONT DCL}-20A-120V 4.6A 1 1/5 120 FULL SIZE REFRIG GLASS DOOR FRONT `� a > V- ce ZUZ 0 0 C-11/-N: 66 PROVIDE (2) 1" CONDUIT TO ROOF WITH WEATHER CAP FOR SEPARATE SATELLITE CABLES. �? U Q PROVIDE (1)1-1/2" AT OFFICE TO CLG SPACE FOR SPEAKER CABLES IG 4-PLEX 1OA 1 120 MUSIC SYSTEM W �- PROVIDE REC INSIDE CABINET FOR MUSIC SYSTEM. Li Z 68 COMPUTER CASH REGISTERS IG 4-PLD( 1A 1 120 < (11) • L. 14 w •• �� 9" �� g" �� a 69 1/2" CONDUIT FROM DRIVE WAY LOOP TO DRIVE THRU COUNTER & 1" C. UP TO ATTIC SPACE. 4-PLEX-IG-15A-120V 0.5A 1 120 SPEED OF SERVICE LOOP SYSTEM ' ix Q M c • 70 UNDER COUNTER SAFE - BUILT-IN - SEE NOTES ON A-12 DCO-GFIC-20A-120V 1A 1 120 UNDER COUNTER SAFE " v~i dM- Q �_ 71 VIDEO MONITOR & THEFT BRACKET DCO-GFIC-20A-120V 200W 1 120 VIDEO MONITOR & THEFT BRACKET .v et 17- = BACK COUNTER HALF SIZE REFRIG. BASE w/COLD TOP DCO-GF1C-20A-120V 15A 1 120 E 1/2 SIZE FREEZER DCO-GFIC-20A-120V 5.5A 1 120 `- _ - -_ 1 DRAWING TITLE ANSUL FIRE PROTECTION SYSTEM, FIRE AXES, EXTINGUISHERS ANSUL FIRE EXTINGUISHERS,OLTEECTION SYSTEM, FIRE AXES, j H G.C. TO PROVIDE 4/0 J-BOX & 1/2" E.M.T. CONDUIT FOR REMOTE MANUAL PULLZ ABELS FOR EACH HOOD; TERMINATE CONDUIT IN ATTIC. W ELECTRICIAN TO INSTALL 1/2" DIA. CONDUIT 80 SALSA BAR - (ONLY IN GREEN BURRITO CONFIG.) DCO-GFlC-20A-120V 20A 1 120 SALSA BAR TERMINATE IN ATTIC (FIRE PROTECTION 83 HOT WATER DISPENSER DCO-GFIC-20A-208V 4050W 1 208 BUNN HOT WATER UNIT Q,,, I- {/) COMPANY TO COMPLETE TO EXHAUST HOOD) 85 WATER HEATER DIRECT 15A 1 120 LI; O __i ALSO TO PROVIDE & INSTALL 4" BOX w/SCREW TABS 0 CORNERS AS SHOWN- i 87 UNDER COUNTER REFRIGERATOR DCO-20A-120V 10A 1 120 0 Z Q SEE FIRE PROTECTION SPECS.- (3) REQUIRED 88 SIGNS & MENU BOARD DIRECT 800W 1 120 DRIVE THRU PREVIEW, MENU, & SPEAKER I W ill tii SEE PLAN FOR LOCATION. PROVIDE ORANGE STRAIGHT BLADE RECEPTACLE AT DRIVE THRU, BACK UP, & ORDER COUNTER. � 0 02 I tai 1 CC.FROM O ORDERECOUNIN OFOCRECALL REG. & DRIVE THRU REGISTER & TO ATTIC.; 4-PLEX-IG-15A-120V 400W(EA) 1 120 COMPUTER CASH REGISTERS - "P.O.S." SYSTEM 0 Q 0 ANSUL PULL DETAIL ITEM #77 I SCALE: 2 103 PROC.VIDE ORANGE STRAIGHT P WALLETO ATTIC &RECEPTACLE DOWN WALL FORE & BACK OF ENU CR.T.OARD WALL SEEE DETAIL 4-PLEX-IG-15A-120V 500W 1 120 C.R.T.'S - SYSTEM (MONITORS) . N.T.S. 10 PROVIDE STRAIGHT BLADE IG RECEPTACLE AT OFFICE. INSTALL CONDUIT FOR 4-PLEX-IG-15A-120V 1000W 1 120 BACK OFFICE COMPUTER, PRINTER V o • COMPUTER CABLES AS SHOWN ON SHEET "E-3 & DETAIL 4/E-4. w Cl) CLOCK MOTOR 1105 3/4" C. AT ALARM KEYPAD TO AT11C SPACE. PROVIDE REC AT SEC PANEL IN OFFICE DCO-IG-15A-120V 200W 1 120 INTRUSION SECURITY SYSTEM W 06 1" C. FROM ORDER COUNTER, DRIVE THRU, AND OFFICE TO TEL TERM. BOARD. �� 1 TIMER RELEASE SOL. L1 L2 L3 107 1" C. FROM DRIVE THRU WINDOW TO SPEAKER POST. DRIVE THRU SYSTEM i REVISIONS (TERMINATOR} �``_ _ F___ — 0 EDWARDS 1598 W/#5933 MOUNT. PL; INSTALL ABOVE CEILING. NUTONE SURFACE PREWIRED - - .t I ' 109 MTD. CHIME; CONNECT TO SOUND (2) NOTES/ EDWARDS #692-W W/SNAP FIT DCO-15A-120V 0.5A 1 120 CALL BELL & PUSH BUTTON WHITE PUSH BUTTON W/#147-1. • • 1 1 i I I ,. �� 110 ELECT CONTRACTOR TO INSTALL UNIT, SENSORS, AND LV WIRING CONCEALED DCO-GFIC-20A-120V 15A 1 120 DELIVERY DOOR MONITOR ALARM :0>ZI...CLWEJCC\IT---Ci.C1- I SONIC MICROWAVE OVEN 30A-208/ 230-240V 28.0 A 1 208/ (USED WITH G.B.)TIME CLOCK IN COMPR- --- 4/3_ X„ ' 2„ 1� NEMA 6-30R 230-240 i RACK BY REFRIG CONTR. — _ ' ® BACK COUNTER WARMING DRAWERS DCO-GFIC-20A-120V 450W 1 120 (USED WITH G.B.)I_ _ _ O COMPPREWIRED} 116 BACK COUNTER STANDARD STEAMERDCO-GFlC-20A-120V 1656W 1 120 PREWIRED _� �ON ROOFi Rip EXTENSION PHONE JAGK PHONE JACK— — TERMINAL STRIP ON COMPR.---- « « « «RACK, BY REFRIG. CONTR. - FUTURE REFRIGERATOR UNDER TABLE (2) DCO-GFIC-2OA-120V S.OA 1 120 STAMP EQUIP GRD. GP CREDIT CARD READER 0 DT J-BOX 1 J-BOX & CONDUIT TO CEILING PROF INSTALL WIRES WITH c� W I o _ 0 ��p Fssf COLORS SHOWN �' `�-m m o / C�`{'' 42 3 L. .J �0� ----ALL ITEM 102 & 103 DP ST SWITCHES !N FQOD PREP. AREACL t', v,54 7PE1--- 1"H5-.. v TO BE I.G. 4—PLEX RECEPTACLES / •". Is �� - W/RED PILOT LIGHT IN HANDLE, LIT WHEN LU if • 410 � � � SWITCH IS ON, RUBBLE 1201-PIN REFERENCE ONLYa s 3-P DISC - SW / -- / # 1 AT FAN COIL UNIT - --- -- -- fi i NOTE: GROUND WIRE "UP" STAINLESS STEEL PLATE (3-GANG OR NOT APPROVED WITH THIS PERMIT 0 '5''CIP E.Bt- 101(310j Z I EXPIRES:12/31/11 I g ft 10 I� 3-SINGLE GANG) ENGRAVED AS SHOWN �eLi r1/43.1-1W/BLACK FILLER 0 - id FREEZ. B/C Y1 \ -..-r. _ `1 „ NOTE: GROUND IDENTIFIED ISOLATED GROUND F C «� _ _ WIRE DOWN I.G. 4-PLEX RECEPTACLE DATE: 5/13/2011 N 3 XWIRE GREEN WITH STRIPE OR IDIFFi`_RENT SHADE OF GREEN BLDG. 1 �e� THAN EQUIPMENT GROUND DRAIN HTR FURN. ,,,,,, v GREEN GROUND SCREW BROIL GRID FRY <C SUBMITTAL 0 REFRIG. CONTR. I --1� =�} I ._.. CO INSTALLED BY ELEC. FAN {1 l� NEUTRAL WIRE CD CONTR. (208V) n O 3 3Z HOT CIRCUIT WIRE a ODEFROST TERMINATOR Ot 1�> FAN DELAY DEFROST HEATER— GREEN EQUIPMENT GROUND _.__ ___ BID DATE: � r'a'm CONNECT TO JUNCTION BOX - - I ..( A NOTE: WITH GROUND SCREW LU CKE NO.: Y IDENTIFY THE FIRST JUNCTION BOX (OR RECEPTACLE BOX IF STUBBED ARCH. NO.: 1075 a AT RECEPTACLE) WHERE THE ISOLATED GROUND CIRCUIT IS FIRST Z e WALK-IN FREEZER DEFROST CONTROL DIAGRAM ALL CONDUIT & STUBBED UP AT THE ORDER COUNTER PICK-UP WINDOW AND CASH SCALE: AS SHOWN A 1;; WIRING BY ELEC. CONTR. UNLESS SPECIFICALLY NOTED OTHERWISE. WINDOW. IF STUBBEDUP AT A RECEPTACLE INSTALL AN ORANGE REFER TO REFRIGERATION COMPANY WIRING DIAGRAMS DEVICE PLATE P&S#RP-8—IG, OR EQUAL. IF AT A JUNCTION BOX 0 SHEET z PROVIDE AN ORANGE BLANK PLATE. PLATES MAY BE SPRAY PAINTED ORANGE. SWITCH PLATE 4- SCALE: SCALE: SCALE: E4 . O WALKIN DIAGRAM 3 I.G. RECEPTACLES 4 HOOD FAN SWITCH DETAIL 5 _ N.T.S. N.T.S. N.T.S. i 1 01 *, of 3 ' GENERAL NOTES c c N c E c E 8 NOTES: c co N• " m A. SEE PANEL SCHEDULES ON SHEET E2.0 FOR ELECTRICAL CIRCUIT NUMBER ASSIGNMENTS. � > o S m 1. VERIFY EXACT LOCATIONS OF ALL LIGHT FIXTURES AND SIGNS FROM w B. ELECTRICAL CONTRACTOR TO SIZE ALL FEEDERS ACCORDING TO NEC AND LOCAL CODES. ARCHITECTURAL DRAWINGS, REFLECTED CEILING AND WITH C.K.E. VERIFY C , iu LOCATIONS OF SIGN CONNECTIONS WITH SIGN CONTRACTOR, SEE "K-1" 8 FOR TABLE LAYOUT. L1 m (/) a) 2. PROVIDE ADDITIONAL BLOCKING WHERE NECESSARY TO INSTALL ALL +-, . UGHTING AND POWER OUTLETS IN EXACT LOCATIONS. v c 3. PROVIDE FIXTURE STUDS AND ADDITIONAL SUPPORT WHERE . c REQUIRED DUE TO THE WEIGHT OF THE FIXTURE. 1,2 N 4. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR. INSTALL PER MANUFACTURERS Q INSTRUCTIONS AT TOILET PARTITIONS FOR MAX COVERAGE. WATT STOPPER OR EQUAL a (LIGHT FIXTURES TO BE RECESSED) l o N 5. TYPE "A/AE" AND "A2/A2E" LIGHT FIXTURES IN FOOD PREP AND SERVING - W zz 0 SHALL HAVE INSIDE LAMPS ON FIRST SWITCH AND WI OUTSIDE LAMPS ON SECOND SWITCH. W a cnLu 0 LLI 6. INSTALL TWO #12 GAUGE SAFETY HANGAR WIRES ON ALL TYPE "A/AE" & "A2/A2E" C o z AND ONE WIRE ON TYPES L & N FIXTURES PER UBC 51O 47-1813. Lci,,, g 7. PROVIDE FLUSH MTD. SPRING WOUND TIMER WITH 0-2 HR. RANGE WITHOUT04 o HOLD FEATURE TO CONTROL ELEC. RM. LIGHT, MARK TIME #90281. •V r Q- 8. 8. MICRO. SW. FURNISHED BY OTHERS, INSTALLED BY ELEC. CONTR. MOUNT ON DOOR HEAD, NOT ON SIDE. SEE DETAIL 3/E5.0. CLIENT O 9. OUTLET BOXES SHALL NOT BE USED AS SOLE SUPPORT FOR CEILING FANS, r--. EXCEPT LISTED FANS NOT EXCEEDING 35 LBS. IN WEIGHT CAN BE MOUNTED 0 ON BOXES IDENTIFIED FOR SUCH USE. 11"-- c:-.7)0) 10. LIGHT SWITCHES SHALL BE LOCATED BEHIND COUNTER ACCESSIBLE Ct ONLY TO AUTHORIZED PERSONNEL. B-14,16 &18,20 & 21 EXTERIOR AWNING SHOWN DASHED: O 1 MOUNT (2) FIXTURES - SHOWN AS ABOVE/BELOW. 11• NO ARMORED CABLE IS ALLOWED, INCLUDING LIGHT FIXTURE WHIPS. 16 TI D 12i UMOUNT ONE LIGHT FIXTURE ABOVE THE OTHER AS 12. ALL COVER PLATES SHALL BE STAINLESS STEEL IN ALL AREAS UNLESS (N w Ili II 11111 11 14 NT LT 16 SHOWN ON SECTIONS WITHIN EACH AWNING. PROVIDE OTHERWISE NOTED INCLUDING SWITCH, RECEPTACLE, BLANK AND POS J T 1 1 [ _-_ EACH WITH COVER AND LENS. GROMMETED HOLE PLATES. O J 13. ALL DINING ROOM CEILING RECEPTACLES SHALL BE WHITE DEVICES WITH Z WHITE COVER PLATES TO MATCH CEILING. — x ZCO SEE NOTE #17 18 I - --i- k U 21 8-11,19 • N 16 (ABOVE/BELOW) 14 (ABOVE/BELOW) 16 (ABOVE BELOW 14. LIGHT FIXTURE TRIMS SHALL BE COMPLETELY FLUSH WITH CEILING AND CONCEAL E ALL CUTS IN CEILING WITH NO LIGHT LEAKAGE AT TRIMS. O N NT LT 14 I I I I I 15. PROVIDE WALL MOUNTED MOTION SENSOR IN OFFICE AND CREW ROOMS. (Q ® ® SENSOR SHALL BE WATT STOPPER #WI-300-W UNLESS NOTED OTHERWISE. J i B_g MEN I►1P4 F 1111 111 -0 16. ALL UGHT FIXTURES TRIMS SHALL SIT FLUSH WITH FINISH CEIUNG AND CHECKED FOR 0 J Q CREW SEE NOTE #4 105 26 1 1 1 — "UGHT LEAKS". ALL LIGHT FIXTURE REFLECTORS SHALL BE CLEANED OF ALL DIRT. a. RECESSED LIGHTING CONTROL cn4116 3 0 17. INTERMATIC ET8215C ELECTRONIC ASTRONOMICAL 7-DAY TIMER WITH BACKUP BATTERY. PANEL "LCP" `r' 109 KE A KE R R R R __t ABILITY TO CONTROL INDMDUAL UGHTING CIRCUITS ALONG WITH DAYUGHTING CONTROLS \ �'� A2Ed � • 9°_0^ • R TO MINIMIZE LIGHT USAGE. AUTOMATIC SHUT-OFF OF SCHEDULED LIGHTING FOR PROJECT SEE NOTE 17 41111 11 KE N. 3 3 3 3 UNOCCUPIED SPACES. CONTROL OF EXTERIOR LIGHTING BY DUSK-TO-DAWN HOURS, AND 11 < §, BY PHOTOCELLS INSTALLED ON ROOF (SEE ROOF PLAN E6.0). ALL LIGHTING TO HAVE >" KE , N ////:::::::- -- --------'1'.\ A MANUAL OVER RIDE ABILITY FOR ADDITIONAL LIGHTING CONTROL. o act AA� AE o _ 16-2 N I EMPLOYEE KE KE • 5 7 )0Th - /32-S B-1g UP TO VEST III B-1,3 - (MOUNTED INSIDE AWNING, SEE NOTE) ci Z 108 A EXH. FAN • • 104 6 57 26 5 ` EMERGENCY LIGHTING LEGEND N o = U 8-2" ON ROOF U7 18 LOW VOLTAGE 4a4b KE N w U OFFICE SWITCH BANK 3 0 {1) CAT-5 CABLE EM (NT.L�.) waMErt z z 106 • CEILING RECEPTACLES EMERGENCY EXIT UGHT p U O R ;� SEE NOTE #15 E U 0 OFFICE B-4a4b SCULLERY I KE 41110 B-5,7,9 co o • NIGHT LIGHT cre 107 110 T ¢ O ® -a CC V) 10'-O" o EXTERIOR EMERGENCY LIGHT -a p •A2 A2 Irt • A, 1 , Q I_ 4a4b 4a4b KE • • KE • PP. • R = Z A A ® � ~ , 3 _, PANEL 'C" SEE NOTES 6 & 7 9'-0" aD o " 57� 5,7 - 0 SEE NOTE #4 l J PROVIDE DINING PENDANT (TYPE R) CENTERED DRAWING TITLE III H1 III in 1 DINING ® OVER EACH TABLE. VERIFY LOCATIONS WITH B-2a,2b & 28 I y'; 2a ROOM __ SEATING SUPPLIER'S SHOP DRAWING (VIA LCP) I • U PANEL "A" A A2 N 102 0 o PANEL "B" A O • 3co 180-1 1------ 61 4a4b� b • �' J 26 AL p� •R • 2a Q el 26 � N 5.7 U LED EMERGENCY ►- 4a KITCHEN Z EXTERIOR NT 1 13 A A 1 (C z /240 19 EM(NT.LT.) 5,7 5,7� _ :5 • 2a 5,4 _ ,• F I A • LI SEE NOTES 6 & 7 SERVING ORDER N r J J FLY FAN.ISEE 3 b •+I • 28 101 • 3 & NOTE 9. E5.0 ~ 0 SEAL 4a,4b 26 O 103 • 16 U W 4a EM(NT.LT.) MENU •p • Na R CONDUIT & SWITCH BOX ( M 188) 2b IN WALL, BY OTHERS. __ AE cl- • 11 _ • r^- U C 26 5 -21 - { I A� AE NT LT N REVISIONS 18 SEAL 5 A 2. 5 I • 2a • F 40 ip N 0 26 • 11G C 4aN T T Cf) CC C EM(NT.LT.) • A2 \ EM(NT.LT.) COOLER 11 FREEZER 11 2b • t: •• • j 114 115 2a 2a 2a I 3 3 3 ,6 REFERENCE ONLY .` I 1 0-5R ilf R 1 fib II R NOT APPROVED WITH THIS PERMIT aLU WINDOW FLY I E N v. _ 100W, 120 VOLTS I II II 0. I STAMP 18 ;� 18 A 14 (ABOVE/BELOW) 14 (ABOVE/BELOW) 0 � U 1s � ----- 19-- 14 (ABOVE/BELOW) O ��p PROFESS CEILING —CONCEALED CONDO- �CC ti� 02 32-S icA "S" TYPE I I (MOUNTED INSIDE AWNING, SEE NOTE) J. 547 / zm (MOUNTED INSIDE AWNING, SEE NOTE) �� / ��y � I ELECT. CONTR. TO CONNECT WINDOW MFG. FURNISHED FLY FAN HOUSING PROVIDE J-BOX W FIE �� M REED SWITCH, LOCATED IN WINDOW HEAD. IT SHALL BE BY OTHERS & CHORD CONNECT r�� F 9 TO FLY FAN 0 y�4/ P RUN CONCEALED IN CONDUIT TO ELECT. CONTR. A c/7,ig FURNISHED TRANSFORMER, LOW VOLTAGE RELAY, & _ _-= E B Y CEILING MOUNTED RECEPTACLE FOR FLY FAN. I ` r ;I -- Z EXPIRES: 12131111 -J 0 INSTALL SENSOR-� - AT DOOR HEAD7 CFTHONCEAL CONDUIT 0 w WL.V. WIRING w DATE: 5/13/2011 INSTALL MAGNET SW. L5' AT DOOR BLDG. BACK DOOR Q SUBMITTAL0 11, MOUNT MICRO SW. ON I ALARM UNIT m DATE: 1 STRIKE SIDE OF DOOR. RECEPT. FOR (1i) DRILL HOLE THRU SILL 4 ALARM UNIT Z DOOR FRAME & INSTALL WIRING IN CONDUIT �� 0 O cf) BID DATE: o i CCs T CKE NO.: o C> 7 ARCH. NO.: 1075 t 0 SCALE: AS SHOWN I \ C� SHEET a r� Z V 'y SCALE: SCALE : E5 • O ELECTRICAL LIGHTING PLAN7 FLY FAN MOUNTING DETAIL 3 1/4"=1 -O 1 N.T.S. : 1 GENERAL NOTES ,� E N E A. SEE PANEL SCHEDULES ON SHEET E2.0 FOR ELECTRICAL CIRCUIT C c i N g t132 c6ri c Y NUMBER ASSIGNMENTS. a a ro 73t 1 B. ELECTRICAL CONTRACTOR TO SIZE ALL FEEDERS ACCORDING TO NEC c .. C ++ a) AND LOCAL CODES. eta 3 'V NccIC.0 - T-STAT IN OFFICE +48" 4-+ PROVIDREMOTE PLENUM SENSOR, ATED UNIT 7/C- AND 1TIMEASW PER KEYED NOTES LE TO a c MECH DIAGRAM. PROVIDE 3/4"C UP WALL AND _C C THRU ROOF. TYP FOR ACI, AC2. 1. ALL EQUIPMENT ON ROOF SHALL BE WEATHERPROOF. 0 PHOTOCELL, INSTALL FROM ¢ SIDE OF FS BOX, ABOVE 2. ALL WIRING ROUTED ON ROOF SHALL HAVE TYPE THIN INSULATION, EXCEPT a PARAPET TO AVOID BEING — — AS NOTED OTHERWISE. SHADED, AIM PHOTOCELL / € o UP, OR TOWARD NORTH. 7 3. VERIFY EXACT LOCATION OF ALL EQUIPMENT & CONNECTION POINTS WITH li AIR CONDITIONING & REFRIGERATION CONTRACTORS. > 61z B23 O 4. PROVIDE PERMANENT IDENTIFICATION, PAINT OR ENGRAVED NAMEPLATES, O SIGN L ON DISCONNECT SWITCHES & CONTROL EQUIPMENT, WHERE NOT OBVIOUS W a 1, o T — _ MARKING PEN OR TAPE ARE NOT ACCEPTABLE. at C w ❑ 00 0 B-19 DN TO LIGHT FIXTURE I I 5. SEE MECHANICAL SHEET "M-2" FOR EXACT LOCATIONS OF MECHANICAL W 0 0 IN WOMEN TOILETI \ I— — OD OO EQUIPMENT AND STUB-UP LOCATIONS. d CV.0 - Ce a 6. SEE MECHANICAL SHEET "M-4" FOR AIR CONDITIONING CONTROL WIRING. TOILET EXH 7. ALL CONNECTIONS TO AIR CONDITIONING EQUIPMENT SHALL BE MADE WITH 144-HP, G7P- METALLIC SEALTITE FLEX. CLIENT RE: 'M'�WG�— O a - 3 25 8. MECHANICAL CONTRACTOR SHALL INSTALL LOW VOLTAGE CONTROL WIRING FOR AIR CONDITIONING UNITS. AIR CONDITIONING CONTRACTOR SHALL O 7/Th .1' 1/2"C.-•3#10 MAKE FINAL CONNECTIONS AT T-STATS & AIR CONDITIONING UNITS, TYPICAL. N- WP JUNCTION BOX A TOP OF PARAPET Q '"''� w/GRND. 9. ALL LOW VOLTAGE WIRING SHALL BE COLOR CODED AS DIRECTED BY AIR CD FOR RAIN GAGE, PROVIDE 3 4 CO CONDITIONING CONTRACTOR. DOWN TO SPRINKLER CONTROLLER 0 0 10. ALL CONDUITS PROJECTING THROUGH ROOF MUST HAVE G.I. ROOF JACKS o INSTALLED BEFORE ANY ROOFING IS INSTALLED. ROOFER SHALL ROOF IN JACKS. APPLYING JACKS AFTER ROOFING HAS BEEN COMPLETED IS NOT PERMITTED (N LLJ POWER & CONTROL 11. GENERAL CONTRACTOR SHALL INSTALL & SEAL COUNTER FLASHING ONCo J N. A-7 (FOR 120 VOLT STUB-UP'S BY ELECT. ALL CONDUITS. U r^ > 171- SMOKE DETECTORS) CONTRACTOR (TYP.) AC-I 12. ALL CONDUITS TO EQUIPMENT ON ROOF SHALL BE ROUTED IN SPACE ABOVE Z X z CO CEILING & STUBBED UP AS NEAR AS POSSIBLE TO POINT OF CONNECTION. KITCHEN-RE: "M" DWG.'S fN DO NOT ROUTE CONDUITS ON ROOF EXCEPT AS REQUIRED FROM STUB UP 0 7 Q 208V-3PH 7r LOCATION. ALSO VERIFY EXACT CONNECTION POINT IN UNITS WITH AIR CO i AC-2 CONDITIONING CONTRACTOR. CONNECTION POINT MAY NOT BE AT POINT • J i 7 ; F- , , -----; OF ENTRY TO EQUIPMENT. J \� I`\ I a`\ /r �, DINING RM-RE: "M" DWG.'S O O I \ t 1 1/4" CONDUIT 1 `\ I I x/ ! •� 208V-3PH 13. DISCONNECT SWITCH IS PROVIDED WITH A/C UNIT. ELECTRICAL CONTRACTOR Y \ 1 x TO PROVIDE FINAL CONNECTION. _ -`\_A IG/---\ *# I ---\J I/---\i �� 14. COORDINATE CURBS WITH KITCHEN AND EXHAUST FANS. 0 I T •� :: I PROJECT MSB 0' • I ill 0i 4 I 15. PROVIDE AND INSTALL (N) FEEDER AND GFCI AND WEATHERPROOF CONVENIENCE ›- ALLOW ENOUGH SLACK SEE NOTE #13 I L k�1 J FOR MECHANICAL MAINTENANCE PURPOSES PER NEC 210.63. o 3 IN SEALTITE FOR FULL l I� o 0 SERVICING OF UNIT\ i/A2 I 1 1 , -44P-.,,,,,-44P-.,,,,, -�I L_ N = 1 1/4" CONDUIT WPB MSB ..--------171\ai I SEE NOTE #13 SCALE: `' O W GAS STUB-UP BY NOTES 1 . W U tlrr~\ A PLUMBER (TYP.) SIGN CONTRACTOR SHALL N.T.S. 'z Ia a > L- W:: - `�.= ;� DISC. SWITCH AND FUSES PROVIDE AND INSTALL ROOF PARAPET rc rc z U O BY REFER. CONTR. RED LED LIGHTS PER CKE SPECIFICATIONS W o Q c MOUNT DISC. SW TO BASE OF FAN UNIT EF-'I LJ - / VERIFY QUANTITIES AND TYPE IN HELD Z 10._ w SEALTITE TO JACK SHORT AS POSSIBLE BROILER HOOD FAN RE: "M" DWG.'S 3/4"C. 5#10 DN. TO I — — — —I '� W FREEZER DEFROST (REF) Y I * ix N O • MAKEUP AIR UNIT I I i Dpi1 1 4" CONDUIT cx a ce I In NI-.r — ® MSB � ,- 0E P.SEE NOTE #13 .. — .• 1 1/4" CONDUIT • * lA'a1 EF-2 ;• k• ii 30A DS I 1----- dor->B-17 di•..al �;•.f FRYER HOOD FAN �C•� ►/1 l�tii1DRAWING TITLE �� r RE: "M" DWG.'S EF-3 ti it �� I I GRIDDLE HOOD FAN WI IV �li�:•..111 �I� r---.. r---� RE: "M" DWG.'S ~� 1! ."1 �------7 0 1I I1 o Ir -II o `�.,1 I I f l 11 11 11 I1 L ` L'- _''� L4--JJ LL- JJ REFRIGERATION MSB CO LJ 0---` I SIGN J RACK (PRE-WIRED) _ � Q RE: SHEET K-2, BY OTHERS F� U _ . LL zoa SIGN v Oo o 0 P5AA IWlyLS1 W a )/ 6-2" C.O., PVC FOR ' w REFRIG. LINES, STUB THRU PITCH POCKET INSIDE ROOF RACK ///�� (ITEM C)) T-- iMli=MMMONMI(U REVISIONS N Z O W CC w w Cl.. ELECTRICAL ROOF PLAN SCALE: 2 1/4"=1'-0" 0 STAMP ��O PROFESS O ), C. /547 E O-PI Ill �� /ISEf4V�� ' QFC 17, 199 to U ylUP E. i*-W I Z 1 EXPIRES: 12/31/11 O t CI 17 rrwi� DATE: 5/13/2011 CD BLDG. i. SUBMITTAL 0 REFERENCE ONLY m DATE: NOT APPROVED WITH THIS PERMIT z g O o (/J BID DATE: g UJ CKE NO.: E Z ARCH. NO.: 1075 F 0 SCALE: AS SHOWN 3 M U SHEET a L Y E6 1 0 i J a x TD 42 ?, c E E ,tNEB 3/4" C. TO ROOF w/WEATHER ELECTRICAL SYMBOLS c c i M CAP FOR MUZAK E '5 S m m C m 3/4" C. TO ROOF w/WEATHER SYMBOL DESCRIPTION C 4 CAP FOR ATM CABLE TO "SATELLITE' AA m 1 1 '' C. TO ABOVE 1 EU.C. TO ABOVE CEILING THE "LIGHTING FIXTURES" SHALL BE PURCHASED BY HED, CONTACT; HED PROJECT ADMINSTRATION z a" C ILING FOR "P.0.5." • w / FOR "SPEAKERS" CONDUIT CONCEALED IN WALL OR CEIL., UNLESS NOTED OTHERWISE .c 'L/ THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES, SCHEDULING, PHONE; 800-833-0433 -, c CONDUIT IN FLOOR OR UNDERGROUND ORDERING, RECIEVING, INSTALLING, AND CONNECTING THIS EQUIPMENT. FAX; 252-450 2313 -, N .. A-1,3N THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL LABOR AND u c .2 II CONDUIT HOME RUN TO PANEL "A" CIRCS. 1&3 w/COMMON NEUTRAL MATERIAL NECESSARY FOR THE COMPLETE INSTALLATION AND OPERATION Q PR .4' -I OF THIS EQUIPMENT AND WITHIN THE ALLOWED CONSTRUCTION TIME 0. ` < E ,.... '1/2"-2 #12 (1/2" CONDUIT, 2 #12 WIRES) SCHEDULE PERIOD. 102 I 1/2"-3 #12 - Z o ' t I fir Et71— - --‘ I 11 1/2"-4 #12o C U Z _ a, W uJ 11 1/2"-5 #12 THWN OR THHN 4i N Ow II T e LampingDescription Manufacturer Part# -I ■L) IYP P ®8 8 rix,. — I III 3/4"-6 #12 A 3) 32W F32T8-4100 2x4, 3-LAMP, RECESSED FLUORESCENT FIXTURE, T-BAR METALUX 2GR8-332A125-UNV-OS-QTP2/1X32T8UNVISNSC-U co III IIII 3/4"-7 #12 MOUNT, STEEL HINGED FRAME, .125 PRISMATIC LENS, CLIENT O 1 ELECTRONIC BALLAST, DUAL LEVEL SIWTCHING C) 1111 IIII 3/4"-8 #12 AE 3) 32W F32T8-4100 SAME AS "A", WITH IOTA 1-320 EMERGENCY BATTERY METALUX 2GR8-332A125-120V-EL-I320-OS-QTP1/2X3 1"-3 #6 PACKfY - FOR OTHER THAN #12 WIRES, 1"-3 #6 WIRES AS NOTED C.07--I CONDUIT ONLY W/ #12 BWG GALV. PULL WIRES OR NYLON CORD A2 2) 32W F32T8-4100 2x4, 2-LAMP, RECESSED FLUORESCENT FIXTURE, T-BAR METALUX 2GR8232AUNVEB81U-72607 LAMP 0 MOUNT,- STEEL HINGED FRAME, .125 PRISMATIC LENS * 03 CEIL. OR STEM MID. FIXT., No (3) INDICATES CIRC. No, LOWER CASEN J C4 LETTER (a) INDICATES CONTROLLING SW., TYP. ALL OUTLETS ELECTRONIC BALLAST, DUAL LEVELSWITCHING �-' 10 1- C. FROM ORDER COUNTER Il► - p J � ELECTRICIAN TO PROVIDE UNDERGROUND TO OFFICE ALL BOXES/RECEPT. PULL CORD & LABEL HO WALL MTD. LIGHT FIXT. A2E 2) 32W F32T8-4100 SAME AS "A2", WITH IOTA 1-320 EMERGENCY BATTERY METALUX 2GR8232AUNVEBU-EMB-72607 LAMP 0 TO BE WITHIN 24' EACH BOX FOR THE z 00 7 SIDE WALL INTENDED USE AS NOTED. RECESSED INCANDESCENT LIGHT FlXT. PACK _ }� Z Z ci • RECESSED INCANDESCENT LIGHT T. -- NIGHT LIGHT IC 1) 26W WALK-IN COOLER FIXTURE PROVIDED BY VENDOR o m c FIX OFFICE ELEVATION "A" 13SCALE: CO F LED LED EXIT SIGN, SINGLE FACE, RED LETTER, BRUSHED EXITRONIX 402-WB-BL Y . J 1/2"=1'--0" 0 FLUORESCENT LIGHT FlXT. ALUMINUM O J 0 <I FLOOD LIGHT KE 1) 42W CFL TRIPLE TUBE 6" CFL RECESSED DOWN LIGHT, SPECULAR CLEAR LIGHTOLIER 1101F2642U-EM/ 1113 Y a a POST MTD. LIGHT FIXT. REFLECTOR WITH WHITE TRIM RING, BAR HANGERS, PROJECT f`J LIGHTED EXIT FIXT. WITH IOTA 1-42-EM EMERGENCY BATTERY PACK >- LIGHT FIXT. IDENTIFICATION, 1st No (5) INDICATES QUANTY OF FIXT'S N 1) 42W CFL TRIPLE TUBE 6" CFL RECESSED DOWN LIGHT, SPECULAR CLEAR LIGHTOLIER 1101F2642U/ 1101HCLF o 5-2/40-"A" 2nd ITEM (2 40) INDICATES 2-40 WATT LAMPS PER FIXT., LETTER ("A") o N INDICATES FIXT. TYPE PER LIGHTING FIXT. SCHEDULE REFLECTOR WITH FRESNEL LENS AND WHITE TRIM �1 d Z 6 Sci SINGLE POLE 15A AC SW. QUIET TYPE HUEBELL #1201-I, OR EQUAL RING, WET LOCATION, BAR HANGERS iri _ LOWER CASE LETTER (a) INDICATES OUTLETS CONTROLLED, TYP. vi R 1) 13W GU24 2700K RED APPLE DECORATIVE PENDANT, CONTRACTOR TO ET2 E20054-03-GU24 l cc U S2 2-POLE, 15A, AC SW. HUBBELL #1202-I, IVORY OR EQUAL a COORDINATE MOUNTING HEIGHT TO BE 78" ABOVE ' C' ce a z L` S 3-WAY, 15A, AC SW., HUBBELL #1203-1, IVORY OR EQUAL p V O 3 FINISHED FLOOR W v a w SK KEY SWITCH w/TWO KEYS $ 2) 32W F32T8-4100 4' 2-LAMP STRIP LIGHT, WHITE ENAMEL FINISH METALUX SSF 232-UNV-OS-QTP2X32T$UNVISNSC-U SM MOTOR RATED TOGGLE SW., No OF POLES AS REQUIRED. x T 2) 32W F32T8-4100 4' 2-LAMP WET LOCATION FIXTURE, 3-1/2" DEEP, FAIL-SAFE FSRW-64A-UNV-EB81 a = N • SINGLE POLE, 15A SW w/RED PILOT LIGHT IN HANDLE, Y SP LIT WHEN SW. IS 40N", HUBBELL #1201-PL OR EQUAL. WHITE POLYCARBINATE LENS, GASKETED a a d i SP 3-WAY SW. WITH RED PILOT LIGHT, LIT WHEN SW.IS "OW HUBBELL #1203-PL OR EQ. U 1) 100W CLEAR METAL HALIDE EXTERIOR WALL SCONCE, UP/DOWN DISTRIBUTION, SECURITY WB2000-100MH-BE-UD-120V < I Q SL SW. W/ LIGHTED HANDLE, UT WHEN SW. IS "OFF", HUBBELL #1201-IL OR EQUAL WET LOCATION, BEIGE FINISH 0 ix , i= D SL 3-WAY SW. w/LIGHTED HANDLE, LIT WHEN SW. IS "OFF"' 3 HUBBELL #1203-IL OR EQUAL DRAWING TITLE SW. NOTE: ALL SWS. SHALL BE INSTALLED APROX. 48" ABOVE FLOOR. UNLESS INDICATED OTHERWISE LI J 0 15A SINGLE RECEPTACLE HUBBELL #5261-1, IVORY, UNLESS NOTED OTHERWISE Q ❑ 15A DUPLEX RECEPTACLE HUBBELL #5262-1, IVORY, W Q UNLESS NOTED OTHERWISE C at "QUAD" DOUBLE DUPLEX RECEPTACLES U HC ID DUPLEX RECEPT. MOUNTED HORIZONTALLY. (I) C4 J ® POWER RECEPT., TYPE AS NOTEDBBON PLANS. J 0 _J ® RECEPT.Sw/ #DISOiATXED GRO ND XHUELLOT IG)4700 U 0 m in O JUNCTION BOX w/BLANK COVER OR ADAPTER AS REQUIRED 1- 2 O THERMOSTAT, SEE "M" DWG.'S 1—U > U)OS REMOTE SENSOR, SEE "M" DWG.'S J 1 OUTLET FOR TELEPHONE, SIERRA #S-757 STAINLESS STEEL SPLIT DEVICE PLATE UJ EXO DISCONNECT SW.,No OF POLES, HP RATING, FUSED OR NON-FUSED, AS REQ. FOR EQUIP. N REVISIONS _® RECESSED CLOCK HANGER OUTLET w/IVORY PLATE CV PASS & SEYMOUR #2122-I OR EQUAL Z ® MAGNETIC MOTOR STARTER OR CONTACTOR AS NOTED ON PLANS 0 ACV FRACTIONAL HP EXHAUST FAN, SWITCHED w/LIGHTS MOTOR, TYPE AS NOTED ON PLANS cc T SOLENOID VALVE LV ® TEMPERATURE CONTROL SW., FURNISHED BY OTHERS, INSTALLED BY ELECT. CONTRACTOR W REF REFERENCE, ITEM SHOWN MORE THAN ONCE FOR CLARITY I- � W/P WEATHERPROOF DEVICE o STAMP POC POINT OF CONNECTION I— i GFI GROUND FAULT INTERRUPTER RECEPT 0 _�,c,v PROFESS, "`• ® EQUIPMENT ITEM # AS SHOWN ON SHEET "E-3" & "K-1" C W0 5a7 E O. ® PUSH BUTTON & BELL FOR WAITRESS/WAITER CALL 0... �� j F ` � i 0 BELL FOR WAITRESS/WAITER CALL FE S11 of a� il., ❑T THERMALLY FUSED TRANSFORMER U 'p4/gip E'B A�(C' El ANSUL PULL Z I EXPIRES: 12/31111 I 1 0 Lj DATE: 5/13/2011 REFERENCE ONLY CIS BLDG. 1Q SUBMITTAL NOT APPROVED WITH THIS PERMIT CO DATE: r8 z 1 0 0) BID DATE: i} CC CKE NO.: LIGHTING FIXTURE NOTES > ARCH. NO.: 1075 0 SCALE: AS SHOWN U M 1 . LIGHT FIXTURES SHALL BE AS SPECIFIED AND NO SUBSTITUTIONS WILL BE ALLOWED. ACCEPTABLE ALTERNATES ARE LISTED. SHEET 5 CD 2. ALL FLUORESCENT BALLAST SHALL BE ENERGY SAVINGS AND CEC LISTED. Y E7O ,, _, 3. REFER TO PLAN FOR TYPES AND QUANTITIES USED AS ALL TYPES LISTED ABOVE DO NOT NECESSARILY APPEAR ON PLAN. - J C&•111 � x - a C aS 'LV c3 E (;.1 (7'4" E NO. DESCRIPTION DETAIL PROV. BY INSTALLED BY C c ry E 8 � � 5g 1. MAIN COOK COUNTER K-4 OWNER K.E.C, EC., P.C. " > `' 2 '-t '` 2. SHAKE SYRUP RACK ---- OWNER K.E.C. >I Illi W 3. BROILER CART ---- OWNER K.E.C. ------- 4. FRY DUMP & BASE K-6 OWNER K.E.C., E.C. CCS m r, - 5. BACK COOK COUNTER K-5 OWNER K.E.C, E.G.. P.C. N 6. POT SINKS & VEGETABLE SINK 1-4/K-5 OWNER K.E.C, E.C., P.C. D c 's 7. WORK TABLE ---- OWNER K.E.C. U N 1 F _ _1 8. WIRE RACK SYSTEM ABOVE POT SINKS 1-4/K-5 OWNER K.E.C. CD 0 c 85 - - 91 --D --. 9. DRIVE-THRU DRINK SERVICE COUNTER 15/K-6 OWNER K.E.C. ----...1 O. GRIDDLE STAND 16/K-6 OWNER K.E.C. ` Q 4 - I - ® `� 11. DISP MOUNT UD DISP ---- OWNER K.E.C. Q ' E /9 . :. ., 77 -` 12. STAINLESS STEEL SELF SERVE DRINK STATION CABINET 17,18/K-6 OWNER K.E.C. E.C., P.C. _ ; ti cn _ 7 µrRECES DJ 1 13. DRIVE-THRU WINDOW S.ST. TOP 24/K-6 OWNER G.C. - y „� 0. 90) I 14. BISCUIT OVEN ---- OWNER K.E.C., E.C. - p F ca 4** ) 86 411/0 MEN 82 / 0 0 0 0 0 91 15. SHELF UNIT ---- OWNER K.E.C. _ w cp o 89 �22 62 105 TYP C d8 16. SHELF UNIT WITH STAINLESS STEEL TOP ---- OWNER K.E.C. - .775 c o z J' 82 1 i TYP. 17. MISC. STAINLESS STEEL DIVIDERS ---- OWNER K.E.C. W 7 g L 4E1 90 TYP C.94 18. ORDER COUNTER CABINETS A-12 OWNER K.E.C. J (J - a , CREW 81 ,- ,� 1 a Cilli 109 I I 93 ]6�' 95 (6 7!D cEl . 20. CONDIMENT STAND & LID DISP. AT SELF-SERVE DRINK DISPENSER ---- OWNER OPS 21. ICE CREAM FREEZER STAINLESS INSERT ---- OWNER K.E.C. - 94 CLIENT Q 0-1 SCULLERY I I 22. 'BAG IN BOX" RACK COKE COKE K.F.C. I� 1 10 • VEST I I 93 93 0 91 - 23. STAINLESS STEEL JAMBS 3/K-6 OWNER K.E.C. CI ' 24. BIG SCOOP DISPENSER ---- OWNER K.E.C. I� 104 II - f 25. STEAMER AT BACK UNE ---- OWNER K.E.C. C) 4110 46 t7,111 26. SHAKE BLENDER ---- OWNER K.E.C. CK - 27. STAINLESS STEEL PREP COUNTER AND SHELF 24/K-5 OWNER K.E.C. �A DECORATIVE 0 �� 71� SCREEN gg --� ® 28. GRIDDLE TIMER ---- OWNER K.E.C. 104 79 8 �� ---"--- --/_12.)------ g4 -29. HAND SINK W/ STAINLESS STEEL SPLASH SCREEN BOTH SIDES K-4 G.C. G.C. CV UJ 30. MEAT FREEZER UNIT (SELF CONTAINED) ---- OWNER K.E.C., E.C. T- J �. OFFICE 1 I 6 31. BROILER UNIT ---- OWNER K.E.C., E.C., P.C., RM N- 66 107 I I F WOMEN 95 0 91 32. FOOD WARMER UNITS (2) FULL SIZE AUTO-FILL ---- OWNER K.E.C., E.C., P.C. U I I �F CO 106 \\ 76 33. DRIVE THRU WIRELESS RADIO SYSTEM (MOUNTED HIGH) ---- OWNER VENDORNOTE: Z >< z 06--) 83 \ 82 DINING __34. SANDWICH HOLDING UNIT OWNER K.E.C., E.C. 0 0 CV PROVIDE ELEC. PWR. l I;I_t;L--1+TI II [_-_ 1 DECORATIVE ROOM 35. 4-BAY FRYER UNIT w/FILTER UNff ---- OWNER K.E.C., E.C., P.C., RM 0 co J co gg co SERVICE TO BOX FOR 1 i SCREEN - 102 �.36. SHAKE PREP STATION OWNER K.E.C. Y • J C'1 • DOOR ALARM (#110). 29 I I 105' 94 w 37. DIPPER WELL ---- OWNER G.C. 0 - 0 480 4111. II 38. GRIDDLE UNIT 48" OWNER K.E.C., P.C., RN 0- Lc)' I 30 CP 420 411D op, 62 11 -. COD 95 - _39. QUILTED S/S FLASHING A-12 OWNER K.E.C. O 91 40. SELF-SERVE DRINK DISPENSER UNIT ---- OWNER E.C., P.C., OWNER 3 PLACES 64 II PROJECT 97 ' I 1 I I 34 \�� 41. SHELVING (LOWEST SHELF TO BE 6' ABOVE FLR.) ---- OWNER K.E.C. 4T) 1 ? it DECORATIVE . 42. COOLER / FREEZER SHELVING OWNER K.E.C. 0 3 1 97 11 ORDER SCREEN 43. WATER FILTER ---- OWNER P.C. o N 120 I _ 103 101 98 44. THAW RACKS ---- OWNER K.E.C. Z -; 45. FRY BASKET RACK ---- OWNER K.E.C. i O '- 94 46. PRE-RINSE UNIT OWNER K.E.C., P.C. viIn 103 KITCHEN I I CO 93 82 47. HOOD UNITS- A.) GRIDDLE/OVENS/BISCUIT B.) FRYER C.) CHAR BROILER "M' DWG's OWNER K.E.C., G.C. w a0 D w U 1 C47A) 113 103) I I SERVING - TYP. �� 48. QUICK DISCONNECT SOCKET, PLUG, HOSE, Ac STRAP P-3.1 OWNER K.E.C., G.C. Z L 11 1 d 28 �� (gill) I 103 68 102 - 76 49. ICE CREAM FREEZER ---- OWNER K.E.C. 0 U O 4210 Tw U Q C7 ® 48 38 j 88� 99 \` 51. HOT HOLDING CABINET IN A.) MAIN COOK UNE B.) FRY DUMP BASE ---- OWNER K.E.C. 0- W - 114 } 103 19 1 I 52. HAND BREADED CHICKEN TENDERS OPTION-A-STANDARD (REFRIGERATED TABLE) ---- OWNER K.E.C. = Z Ix ............. 80 _MLA 53. COOLER UNIT ---- OWNER MFR., E.C., P.C. a Q 0 I I (103 1/ 41110\ \ ....: - II - 18 39 \ // I I 54. FREEZER UNIT ---- OWNER MFR., E.C., P.C. x C •� 103 - I I 106 55. (1) COFFEE BREWER UNIT: A.) BREWER B.) AIRPOTS C.) RACK ---- OWNER MFR., E.C., P.C. III Q Ce -- 56. ICE TEA DISPENSER UNIT ---- D.C. OPS `-' C) ' ~ �� 57. MICROWAVE OVEN (2) STANDARD ---- OWNER OWNER, E.C., RM w .- Z i wi TYP i4E10 OD �1 0 ( . , I-- D COOLERlab 65 I 56 55B Co-ED_ 40l'y 58. DRINK SYSTEM: A)PANEL BOARD B)D.T. DISP. C.)CARBONATOR D.)UNE KIT ---- OWNER E.G.. P.C. •-•--- �. • 1 ® - .. q �0 (20) 93 �93) 93 -ECESS E') 60. ICE MACHINE ON DRINK DISPENSERS ---- OWNER E.C., P.C. DRAWING TITLE -� 39 /412, 54� FREEZER 42, 46 a' f 29 68_' �\ - - i - \ 11 I I - 62. STAINLESS STEEL HOLDERS FOR DAY DOTS & WRAPS ---- OWNER K.E.C. - ® 102 / iou 63. CUf DISPENSERS ---- OWNER G.C. 39 56 1 1 -- �- 64. MOP SINK RACK ---- D.C. G.C. 63 40 40 I 94 ) n 94) 0 C) 65. FULL SIZE REFR. GLASS DOOR FRONT ---- OWNER K.E.C. - v ,') ® 60 60 I 66. MUSIC SYSTEM --- - ---- OWNER MFR., E.C. H 58B I Z I� f Y E� 68 - ti 1 PSI El CO 68. COMPUTER CASH REGISTERS ---- OWNER POS w 6 a 29 CO / -• 1 02 41, ® II 69. SPEED OF SERVICE LOOP SYSTEM 20/q-2 OWNER POS2 z 91 91 91 -70. UNDER COUNTER SAFE - BUILT-IN - SEE NOTES ON A-12 A-12 OWNER CL G.C. n PROVIDE SPLASH i! [.__ _ _ _1 71. LEARNING CENTER ---- OWNER 70 72. HALF SIZE REFRIG. BASE w/COLD TOP ---- OWNER K.E.C. D SCREENS ON BOTH 13 73. OFFICE CHAIR ---- OWNER OWNER 0 SIDE'S OF ALL 3 HAND Tip I 6 IT IS THE RESPONSIBILITY OF THE VENDORS IN ---- OWNER P.C. W WASHING SINK. RE: SITE PLAN-& I 9 COORDINATION WITH THE GENERAL CONTRACTOR .75. BOOSTER SEAT / HIGH CHAIR ---- D.C. OPS DETAIL 20/A-2 I 411110 TO FIELD VERIFY ACTUAL DIMENSIONS PRIOR TO __76. DINING ROOM CHAIRS ---- OWNER S.C. FABRICATION OF OWNER PROVIDED EQUIPMENT. 77. ANSUL ARE PROTECTION SYSTEM & EXTINGUISHERS K-3 OWNER MFR. GC, EC SHOULD THERE BE ANY CONFLICT BETWEEN 78. FIRST AID KIT ---- OWNER OWNER 69 I I I 109 DINING ROOM STATISTICS DIMENSIONS AS SHOWN IN PLANS AND ACTUAL 79. POWER OUTAGE KIT ---- OWNER OWNER ",- NOTE: NOTE. 107 -I I CONDITIONS, THE VENDOR MUST NOTIFY AND 80. SALSA BAR - (ONLY IN GREEN BURRITO CDNFIG.) ---- OWNER K.E.C. 1 REVISIONS L , i SEATING CAPACITY = 74 SECURE IMMEDIATE APPROVAL OF CHANGES FROM OWNER/ARCHITECT. FAILURE TO COMPLY 82. GRAPHICS 0 WALLS A-11 OWNER G.C. N CONFIRM EQUIPMENT w/ SEATING RATIO = 3.7 WITH THE ABOVE-MENTIONED PROCEDURE, THE 83, HOT WATER DISP. ---- OWNER E.C. Z HANDICAP SEATING = 5.400' VENDOR ASSUMES ALL COST INCURRED BY C K E P . M . PRI 0 R TO FREE STANDING CHAIRS = 13 RESULTING CHANGES AND RETROFIT, 85. 'NORITZ' TANKLESS WATER HEATER - NCC199 SERIES - N-6841MC (x2) --- OWNER MFR. 0 A ORDERING BAR HEIGHT CHAIRS = 1G GENERAL EQUIPMENT SPECIFICATIONS ARE AN 86. CAN OPENER ---- OWNER G.C. INTEGRAL PART OF THIS PROJECT. 87, UNDER COUNTER REFRIGERATOR cc A ---- OWNER E.C. 88. SIGNS & MENU BOARD SN-1 OWNER MFR., E.C. I'"I""I .1:::--- 89. BULK CO2 TANK w/SERVICE ACCESS DOOR 12/A-3 OWNER G.C./MFR. > L 90. TRASH STANDS W/LINERS ---- OWNER S.C., G.C. U1 Q • 91. CORE-DRILLED BASES ---- OWNER S.C. CL SCALE: ` 92. TABLE BASES ---- OWNER S.C. KITCHEN EQUIPMENT PLAN 1/4"=1-O" 93. TABLE TOPS 20/K-7 OWNER S.C. STAMP 94. BOOTHS ---- OWNER S.C. O - 95. SEATING BULKHEADS ---- OWNER S.C. 1. ALL EQUIPMENT MUST MEET "NATIONAL SANITATION FOUNDATION" STANDARDS FOR CONSTRUCTION AND G.C. GENERAL CONTRACTOR 96. OFFICE SHELF, DESK, do CABINET 8/A-12 OWNER S.C. 0 I I INSTALLATION CRITERIA. K.E.C. KITCHEN EQUIPMENT CONTRACTOR _ 97. BUN RACKS ---- OWNER OPS CE 4.. # 3474 `rte 1 1 VALANCE AND END BRACKETS - - 98. STAR TOPPERS ---- OWNER S.C. NEIL, E TO BE POWDER COAT FINISH 2. ANSUL FIRE PROTECTION SYSTEM SHALL BE INSTALLED E.C. ELECTRICAL CONTRACTOR -- 99. ORDER COUNTER FACE A-12 OWNER K.E.C. /C/� .lj \\ SILVER WITH TOTAL COVERAGE OF ALL COOKING SURFACES 11I • ,� � _ • EXHAUST DUCTS & HOODS. SYSTEM SHALL INCLUDE P.C. PLUMBING CONTRACTOR , .RE�i, F ROLLER SHADE CONTAINED / Q AUTO-SHUT OFF OF GAS FUEL TO APPLIANCE. -101. STAINLESS STEEL COUNTER TOP A-12 OWNER K.E.C., G.C. 9 I- - - WITHIN VALANCE 111 INSTALLATION WILL CONFORM TO "NEPA" PAMPHLET S.C. SEATING CONTRACTOR 102. POS SYSTEM ---- OWNER OWNER 0 '9 -� IIIF \ I 96 & LOCAL FIRE DEPARTMENT REGULATIONS. 103. C.R.T.'S-'IRIS' SYSTEM (MONITORS) ---- OWNER MFR. OF �� L I I SECURE END BRACKETS I F.P.C. FIRE PROTECTION CONTRACTOR O TO GLASS STOPS EACH 3. CONTRACTOR TO INSTALL THE FOLLOWING ITEMS 104. BACK OFFICE COMPUTER, PRINTER ---- OWNER MFR., E.C. - I END-VALANCE TO SNAP FURNISHED BY OWNER: INTERIOR SIGN PACKAGE, MFR. MANUFACTURER 105. SECURITY SYSTEM: A.) KEY PAD B.) CONTROL BOX ---- E.C. E.C. ON BRACKETS CUP DISPENSERS, MOP RACK, BIKE RACK, AND WASTE CONTAINER ALSO SCHEDULE FOR INSTALLATION 106. SHAKE SCREEN 2/K-5 OWNER K.E.C. ❑ IF APPLICABLE PLAYGROUND EQUIP. PATIO SEATING. OPS. OWNERS OPERATIONS 107. DRIVE THRU SYSTEM A-2 OWNER MFR., G.C. w DATE: 5-11-2011 PLAN VIEW SEE SPECIFICATION ROLLER SHADE FABRIC SEE SCHEDULE & SPECS. FOR ENTIRE LIST. D.C. DISTRIBUTION CENTER* 108. WINDOW COVERING - SEE NOTE #7 ---- OWNER MFR., G.C. CO FOR ADDITIONAL TO BE LIGHT GRAY ---- BLDG. 4. PROVIDE FOUR (4) WHEELCHAIR SEATING SPACES OWNER C.K.E. OR FRANCHISEE 109. SECURITY GRILL OWNER G.C. Q Ci INFORMATION P SUBMITTAL AS SHOWN ON LAN. PROVIDE A TABLE OR COUNTER 110. BACK DOOR ALARM ---- G.C. G.C. DATE: NOTE: HEIGHT OF 28" TO 34" ABOVE THE FLOOR w/A 27" 2 FIELD VERIFY ALL WINDOW OPENING ✓� HIGH x 30" WIDE x 19" DEEP KNEE SPACE NOTED "KC." RM R & M TO DO START UP OF THAT EQUIPMENT" ---- Z 0 112. JOE'S COSTUM SHELF OWNER OWNER \ I / BEFORE ORDERING SHADES D DUNNAGE 113. COKE SIGN ---- COKE G.C. 0 O 5, EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF A 36" MIN. AISLE AND A 32" MIN. CLEAR OPENING DOOR WIDTH. 4T (4) TIER 114. SONIC MICROWAVE - (ONLY IN GREEN BURRITO CONF1G.) ---- OWNER K.E.C.. E.C. O BID DATE: NOTE FIXED SHADES ARE THEO CE FINISHES BUT 6. ACCESS TO DISABLED SEATING SHALL BE PROVIDED ITEM J WITHOUT ROLLER MECHANISM WITH MAIN AISLE NOT LESS THAN 36" IN CLEAR WIDTH. 117. BABY CHANGING STATION A-3 OWNER G.C. w CKE NO.: 7. WINDOW TREATMENT ITEM #108 SHALL BE "FIXED" ON NORTH . ARCH. NO.: 1075 5/8" DIA. METAL TUBE _U _ & EAST AND "MOVABLE" ON SOUTH & WEST SIDES OF BUILDING z BOTTOM RAIL w/POWDER 120. FLY FANS, RTU'S, EXHAUST FANS M-1 OWNER G.C. O SCALE: AS SHOWN LI-.1 COAT FINISH SILVER I 1 8. PROVIDE PWR. CORD PROTECTION BEHIND ICE CREAM MACHINE. U m (WALL PROTECTION AROUND PWR. RECEPTACLE.) .. SHEET z ELEVATION SECTION 0 W SCALE: SCALE: SCALE: li< 1 ■ 0 ROLLER SHADES DETAIL - ITEM #108 NONE 20 GENERAL NOTES NONE 1 6 LEGEND NONE 12 EQUIPMENT SCHEDULE 4 IR 1 IC YL n Val 2y CD csiN ,f S N N c 7 2 v i, d.c MODEL MC3 Multi-Circuit Condensing Unit , w CONNECTION SIZES 1aim R E IF ;- • k ;- CONDENSER-3 IOENT FIXTURE COND UNIT - RMT COND E UNIT COOLER COND. UNIT EVAPORATOR ACCESSORIES N `� qqq o boggqqqqb S I TEMP 1' F COMPRESSOR CONDENSER MAS( F 0 S L S L D CONTROLS MTD q qqq q Y T F S R MODEL H FAN MTR(S) MBH O 90F R FAN 10 HEATER U I U I R DEFROST • 2 REMOTE 299MCVD 299MCVD 99M 299L E I U I AMBIENT FUSE S T MODEL MFG C 0 C 0 A CLOCK COND S M DESCRIPTION• X C G NO P SIZE T Y NO T T N VOL VA Q� N CONDENSER COIL CIRCUITING COMPRESSOR RLA V HZ 0 RLA V AMP V AMP V STAT VAL VAL +-+ .; - CONDEN5ING UNIT 208 208 208 •C # ELECTRICAL BOX A WALK-IN FREEZER 35 25 404A CF12K6E-TF5 MC-299L 3.0 20.7 �,-rn 60 3 9.7 30 E I EL-120 ROI 3.0 11.7 1 7/8.OD 3/8"OO 7/8.OD 3/8.0D 3/4PF F F F L 7...!Q 208 B WALK-91 COOLER 35 25 404A RS97C1E-TFC MC-99M 1.0 7.0 60 3 10.6 15 0 1 AM-104 RDI 3.8 115 5/8'00 3/8'00 7/8'0D 3/13'0DM/PTT F F F CT ,2P- C QY1494N ICE MACHINE 35 25 404A CS24K6E-TF5 MC-299M 3.5 14.0 2l0 60 3 20 BY OTHERS 7/8 0D 1/2.00 209/ . 01w D QY1494N ICE MACHINE 35 25 404A CS24K6E-TF5 MC-299M 3.5 14.0 t' 60 3 20 BY OTHERS 7/8 OD 1/2"OD rm q DEFROST TIMER WI i E CONDENSER CIRCUIT FOR KITCHEN ICE MAKER NLET 1/2tD OUTLET W' ■ * 03 I t ( VA �� t I TTI p CONDENSER FAN MOTOR Q I�■w� wIt' - Eln3.1 Z �n ■ C1. 1 G CONDENSER FAN MOTOR 31 �n 1I 1 inli• ' CLIENT H CONDENSER FAN MOTOR 3.1 nn © quer • -sr �'� kid o �, _ Power Supply=208-230/3/60 ■:A■O •. Total Connected Load =68.0A CD I - ' ' .. 0 = OFF CYCLE A = AIR W/TIMER Minimum Circuit Ampacity =73.1A F=FACTORY INSTALLED Et r�� !. r1!• III r' Maximum Overcurrent Protection=90A M= PROVIDED BY EQUIPMENT MANUFACTURER r / ` � � i � � L � I LEGEND E = ELECTRIC ' � � i�i O : �irr vlQ � " � I IIIiiIt _ ENGINEERING SUMMARY SCALE: 1 W NONE N- --3 " NOTE FOR NR FLOW O J i ,1Jd A DI © a SERVICING UNIT, 36' REFRIGERATION SYSTEM SPECIFICATIONS \ a„ MOOT CLEARANCE REQUIRED COO NW mon" mo Oil °CReM THIS SIDE z z CD I III • m� *NOTE: FUSED DISCONNECT IN WEATHER 94.0 -1 x H 9 r IIS �` • ;AN NN 3 9 II 9 sE 11 PROOF NEMA ENCLOSURE ROOF CURB OR GROUND PAD THE "MULTI-PAK" MC3 REMOTE CONDENSING UNIT PACKAGE SHALL BE A COMPLETE m 0 � 1 I I 1,----,1 CAN BE SAME SIZE AS FACTORY ASSEMBLED UNIT MANUFACTURED BY RDI REFRIGERATION, A DMSION OF 16 OUTDOOR UNIT. THE MANITOWOC REFRIGERATION GROUP. 81 HOLLY STREET, EXT., PARSONS. TN _..I 38363, PHONE: (731) 847-5317, FAX: (731) 847-9012. 0 O J Cl) IIIIIJ ► ► r w`' r»�`' -fuE 1 r",,,`� r*`� C ('')-/I:1 [": { t' �� EiL� "� (0°1°""`4 70.0 1. MULTI-PAK REFRIGERATION SYSTEM Th -) mna.aaa ai.or a°nm COMM Ina a.�cx mnn as mnn s.wH CONDENSER FAN MOTORS eAkiroar o 03111135011 m urs 1 cF MOM �e COPOESIOR o,N a.so- A. THE UNIT IS TO BE WEATHERPROOF AND SHALL BE CONSTRUCTED OF 1 1 I MULTI-CIRCUITED CiRCUITE0ZED METAL. THE UNIT SHALL BE AIR COOLED CONDENSER FOR WALKVINED WITH II G COOLER AND 1 WIRE TO EVAP COIL MC-299MCVD MC-299MCVD MC-99M MC-299L c Lt LZ Liz FREEZER, MANITOWOC "CVD" ICE MACHINE, AND CONDENSER CIRCUITS TERMINAL BOARD 206-230/3/60 ONLY FOR A MANITOWOC ICE MACHINE. ALL SUCTION LINES MUST BE <,{ e LI,L INCOMING POWER LEADS FROM DISCONNECT VOLTAGE sr<vttxl / t0 �4. 10 LI,L2.AND L3 CONSIST/INT WITH wwEa1ATE VOLTAGE AND NOTE: FOR NR FLOW INSULATED WITH A MINIMUM OF 1/2" "ARMAFLEX" INSULATION. o .?y' FREQUENCY.USE COPPER CONDUCTORS ONLY. &SERVICING UNff, 36' 0 Co CLEARANCE REQUIRED FACTORY WRING „/' THIS SIDE 2. REFRIGERATION UNITS v Z - CLEARANCE REQUIREMENTS - A. CRANKCASE HEATERS SHALL BE PROVIDED WITH EACH � ? 0 .0 COMPRESSOR. THE CRANKCASE HEATERS SHALL ONLY OPERATE ON THE V vi (�) // COMPRESSOR OFF CYCLE. 4+ Ni a B. THE COMPRESSORS SHALL BE HERMETIC TYPE (COPELAND). EACH = L,� U o .,,,,/ � a UNIT SHALL BE EQUIPPED WITH DUAL PRESSURE CONTROLS, LIQUID UNE 1 Z V' Z ' ��// DRIER, SIGHT GLASS, AND HEAD PRESSURE CONTROL VALVES. 1- 0 U La C. ALL COMPRESSORS SHALL BE NEW AND FACTORY ASSEMBLED TO W U CL W N. s • OPERATE WITH THE SPECIFIED REFRIGERANT. W La ,,,,<...,:!,,,,,,,,N... : ' *?#(.4" Z `},� '4 e o a o ° r, 3. PRE-PIPING cc Q Ln 'r A. ALL COPPER SHALL BE REFRIGERANT GRADE A.C.R. OR TYPE "L". x • N NOTE: B. ALL TUBING SHALL BE SECURLY SUPPORTED WITH BRACKETS AND M ce ��o• `@,, LINES EXIT RACK UNDER FANS .v o CLAMPS. * (I N \�. FOR ROOF PENETRATIONS - - - I i O HT1=- � ::I o° oo �isQi oO IQgI o° o° I:: :1 0 : I: :I : o :I:: ' CONDENSING UNIT ASSEMBLY (1400 LBS.) 94.0 1,,"1 k 70.0 C. ALL RACK NRA NEATTAND ORDERLY MANLINES SHALL BE N EXTENDED TO ONE END OF THE 1 END VIEW SIDE VIEW D. SILVER SOLDER AND/OR SIL-FOS SHALL BE USED FOR ALL DRAWING TITLE REFRIGERANT UNE BRAZED JOINTS. SOFT SOLDER IS NOT ACCEPTABLE. SCALE: SCALE: Q E. ALL PIPING SHALL BE TESTED WITH DRY NITROGEN AT 300 PSI. AFTER CONDENSING UNIT WIRING DIAGRAM NONE D EQUIPMENT PROFILE NONE ' ` THE ENTIRETHE CONDE"SING SYSTEM" PO SHALL BE ANDTT ALEAK LS TESTED TORI WITHAVE ALL VALVESBEENONNECTEDN THE OPEN POSITION. z NOTES: GENERAL NOTES LETTERS INDICATE REFRIGERATION 6"X15"X6" HIGH CURB SYSTEM AS RELATED TO SCHEDULE PLATFORM (BY G.C. OPENING FOR ELECTRICAL 1. GENERAL CONTRACTOR 17 INSUL. REFRIG. LINES FROM REMOTE COMP. RACK ) AND REFRIGERATION LINES A. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND COORDINATE WITH ELECTRICIAN TO RUN REQUIRED CONDUITS RUN THRU ATTIC AND DOWN TO PENETRATE WALK BY GENERAL CONTRACTOR. UNIT COOLER 208-230/1/60 ALL TRADES INVOLVED. Q Z DOWN WALLS AND THRU PITCH POCKET IN BOX TO BLOWER COIL. TYPICAL FOR WALK-IN. B. GENERAL CONTRACTOR SHALL PROVIED AND PREPARE WEATHERPROOFEDcC AS SHOWN ON "E" DWGS. A '•- I PLATFORM, AND/OR CURBED OPENINGS. LLI J DIMENSIONS OF WALK-IN BOXES ARE ON DEFROST FAN MOTOR(S) 2. REFRIGERATION CONTRACTOR 0SHEET "A-3". HEATERS A. THE COMPLETE SYSTEM SHALL BE EVACUATED WITH A VACUUM PUMP 0_ H1 Tp PRIOR TO CHARGING. CC • ;:: - •H2• B. ALL COPPER TUBING SHALL BE REFRIGERANT GRADE A.C.R. OR TYPE - II CC_ OPERATION. - -- - TEST, AND . . ::::,: � �� ^ OFT SILVER ESOLDER AND /ORSSIEACH FOS SHALL BE USED FORPAU.O i<<i 1,\ �1'R. 1 • • E RIS NOT ASSEPTABLE. PSI �`��.�'1 ` %JJ o F3 0 ALL PIPING TO BE PRESSURE TESTED WITH DRY NITROGEN AT 300 s LIJ TH ILS HAVE BEEN - . `� WIRE TO • ' AF (SOLENOID AFTERCT CONDENSING UNIT AND EVAPORATOR BE LEAK TESTED 'IL �'� '`� ETM Nc) CONNECTED, THE BALANCE OF THE SYSTEM SHALL • �,1 [ -' TIMER AT I� �I 230V F WITH ALL VALVES IN THE OPEN POSITION. r 1 i X c m REFRIGERATION CONTRACTOR SHALL PROVIDE AND INSTALL A DRAIN UNE :"'`" w c i REVISIONS N. DEFROST F ,,,,000" HEALER IN THE FREEZER COMPARTMENT. HEATER TO BE CONNECTED �� - -F\\-� - \� i� iii` ��\ FRONT OF UNIT ( EVAP COIL C 3 0 TFANDEIAYN 3BY THE ELECTRICAL CONTRACTOR. I .. • I i ‘` i I \xi. i -3/4" PLYWOOD z �\ I i �X Iy l II I I II I . I. I BLACK3. ELECTRICAL CONTRACTOR O TI I I I I ` I f/ \ HAT SECTION RIB BLACK I �� _____Il -i_ �s Ii t �'---� �-- GALV. A. SHALL CONNECT DRAIN LINE HEATER IN THE • 1{j o: ,{. . t I FREEZER COMPARTMENT. 1 .:<::,, I i I #4 I I1 I. -• ?p;:GA. O • B. ELECTRICAL CONTRACTOR SHALL PROVIED POWER FOR THE REFRIGERATION CC t J G C NOTES ' ,- .. T CONTROL AND DEFROST SYSTEM AS INDICATED IN L ' . PACKAGE AND CONNEC ,:--• } ri CANT TEMP CONTROL > : U �_L. l,. '` u l i 1. PLATFORM TO B HIGH LEVEL `' / '' e1• C. ELECTRICAL CONTRACTOR SHALL PROVIDE COLOR CODED WIRING FROM A 1( IN BOTH DIRECTIONS ROOF UNE J 2" X 6" WOOD (TYP) TIME CLOCK AT THE REFRIGERATION PACKAGE TO THE EVAPORATOR COIL 2. PROVIDE SHEET METAL HAT APPROX. 12" O.C. IN THE FIXTURE FOR PROPER DEFROST. W I I SECTION WITH WATER TIGHT D. ACCORDANCE i 5 WITH THE WIRING DIAGRAM AND NATIONAL AND LOCAL CODES 3. BACKEFILDL OPENING WITH HOT SECTION A-A (TYPICAL) ELECTRICAL WIRING AND INSTALLATION SHALL BE IN I i PITCH AFTER INSTALLATION - II 1 A .: - 4 STAMP ROOFWIRING DIAGRAM A. TYPE "L" PAD DETAILS SCALE. SCALE REFRIGERATION CONTRACTOROSHALL PROVIDE HARD A.C.R 0 R COPPER DRAIN LINES FOR WALK-IN COOLER AND FREEZER, PITCHED 1/2" 0 E BI- NONE ELEC DEFROST EVAPORATOR 208-23011 60 NONE PER FOOT OF RUN. IN FREEZER, UNHEATED DRAIN LINE MUST BE G D ,� ' N UNE(DE OF REFRIGERATED SPACE TO OUTSIDE OF REFRIGERATED SPACE TO AVOID ENTRANCE OF WEVENT FREEZING. TRAP ARM C `'� ►1 3474 , I ._......... I I I MOIST AIR. 47EIL - ' `r?. UNIT COOLER 115-60-1 - Cl-0/ `� :7,- EACH B. REFRIGERATION CONTRACTORS TO PROVIDE INDMDUAL DRAIN UNE FOR Al / I N T FANREFRIGERATION LINES I..,. MOTOR(S) EACH EVAPORATOR UNLESS OTHERWISE SPECIFIED. W • , s _al il SOLENOID C. ALL PLUMBING INSTALLATION SHALL BE IN ACCORDANCE WITH NATIONAL (II-. I D. •R3 N AND LOCAL CODES I I � VALVE (NC) I 0 ��, �$ 115V \\/ trr;' 1 ' : AIR Flow ITEMS PROVIDED INCLUDE: ,� SEAL ALL PENETRATIONS z _I. t�`"•; :"j/ 111 COIL 0 � --- 1 ' 3 FAN DATE. 5-1 1-201 1 ., .. I 2. (3)COND FAN-MOTOR /2 CONDENSERCIRCUIT HP LOW TEMPERATURE ONLY) '%'w� BLDG. r 3. SIGHT GLASS ':. . -"* I I I CD ELECTRIC HEATER SPIRALED AND �� Q SUBMITTAL 0 A, •+,, .1 i i 11 I I 1-L___--J 1 _JI WHITE t�, TAPED ON FREEZER DRAIN UNE ' 4. LIQUID LINE FILTER DRIER CO DATE: FREEZER ,-..;, ,,+,`"` L =--! .,1;, : ,_ BEFORE APPLYING INSULATION STALLED EVA ) 0 SYSTEM - :i \ BLACK BY PLUMBING CONTRACTOR LIQUID LINE SOLENOID VALVE COOLER a 'I� ,� W 141 . THERMOSTAT (INSTALLED-EVAP) 0 SYSTEM T '44, UNION CONTROL BID DATE B - ::,:. . I L 6 $. HERMETIC - o �° '\ • WI E C COMPRESSORS CO LAND : :...:...::..::..:. L--. '_J L---� J E6TRAP 1 1 2" FAL .....,..., ..,,.,.,...,_. _... ..- -_ . , ...... ... E:.. LFT. MINIMUM O I / FALL/ FT.CONTROL PE � i . �, ca � 9. CRANKCASE HEATERS LV CKE NO.: .:.. I _" N INDIRECT 115-60-1 " WASTE PIPE 10.H1 LO PRESSURE CONTROL (ADJUSTABLE) �� _ L POWER LEADS FROM 7/8 NOM. COPPER 11 .OUTDOOR HOUSING-G90 GALVANIZED Z ARCH. NO.: 1075 DISCONNECT SWITCH .. . G _ 12.CRANKCASE HEATER Q SCALE: AS SHOWN m COMPRESSOR RACK ON ROOF, EXACT ' .:. ••,:-.•,.-....':/.,::,-.%•;',"."•*.,. .t, :}. .. -......;.::*:-:'•. .-•t., . �i ; SHEET •.. - . ~ ".; g- -. '.' �-; ,.f ''" 13 CIRCUIT BREAKER EA UNIT 0 a LOCATION TO BE VERIFIED, SEE "A", "S", & z "M" DRAWINGS 14.SINGLE POINT ELEC, FUSED DISC.(MTD.) Y La II SCALE: WIRING DIAGRAM 115/1/60 SCALE: SCALE: SCALE: • ■ REFRIGERATION PLAN (VERIF11 CONNECTIONS) 114M- 1._0» G AIR DEFROST EVAPORATOR NONE F DRAIN TINE DETAIL NONE C NOTES NONE !i 1 r 1 Dv C - 0) C N 5N ; m .0 vcNyEg e�}{ � 8 U C�t O ( N U C .... 6 .5 ft1OO 5j t,(1..:!E p - . 6 CO11 m 2 '> L N FIRE PROTECTION NOTES c 71. Fire Protection System: "Ansulex" liquid fire suppressant provide U x c r (3) Ansul R-102 liquid system per U.L. 300. .v - s. I providing duct, plenum, and full cooking appliance coverage. L v 2. Contractor to provide drawings for extinguishing system and shall fl I be approved byFire Dept. prior to installation. Q k _..9._ . I r - -� L — ` -- ,- _,-J, L 3. extinguishing systemsinstalled per m N PP .. . cookingexhaustem. :. standard d 96 to protect shallequipmetad system. Q E '4-"'"' z r - . . ,....:, .. '--.-- 2A 108 C F.E. 4 Provideandinstall fireextinguishers s 'n o I n �' °Quj Type, location,sand numberto e approved byeFirenInspector. '' 0 o 5 approval by Fire schedule required governing final ency inspection and _ co • : -.- . ' ! 6. For complete floor plan andequipment list see sheet K-1. J 111 U g ■ • 7. All manual fastened andsupped orted2x4 redwoodn the of blockiil ngbe at 3te0"r tlohc., set r- , in roof mastic. CLIENT 8. All tubing and piping penetrating roof shall be provided with roof N. jack k (see "A" dwg. s} . Electrician provide4/0with 91/2" KO's II positioned CZ :;: °; • • • with tabs ino upperrightand lower left of box or .. .. - "ANSUL" manual llsMount at 44" above finish floor. II pu a eO be2" EMTIlid T n itaboveceilingwithno nds or offsets. toTotal of (3) boxes to binstalled as located on sheet E-3 and K-1. See detail on sheet E-4. F mi CV 10 The following items are partsand specs for eachhood: J . UJ �, ,., 11. PER 2008 NFPA 96 O0 , 0• d- ;, I 10.6 System Annunciation. Z X z 0? I I I • 10.6.1 Upon activation of an automatic fire-extinguishing system, I ( shall beprovided s a povl e to I CD it show that the system visual has activated. J r • 1 10.6.2 I 1 t occupancy where the extiinguis g system isn located, r : ( fire-extinguishing system ___ .._ I the activation of the automatic fire e :::.:.:::.:::.:.:::: shall activate the fire alarm signaling system. & 1 (1) ANSUL PULLS 9 g Y ..::......::::::.....:.... .. . �::::;::;::-:.:;;;:; PROJECT oi s '-' ' '-'-' "K" M 1 BROILER HOOD » » I( SEE FIRE PROTECTION NOTES • K CLASS F.E. a K CLASS F.E. (1) ANSUL PULLS HOOD- H 1 DOTE 11 w Q SEE FIRE PROTECTION NOTES ; /'II NOZZLE NOTE 11 J PART# TIP# FLOW# QTY �`"' N • }156928 56923 2 X 1=2 Z C=.� I569261=1 o — II `, _ . .N_ PLENUMER 41 56930 _ - to ( 8 Xin : r I m W (� I TOTALFLOW PTS USED- 9 6 a > ::::::: - - TOTAL FLOW PTS POSSIBLE- 11 p U C7 „ NOZZLE HEIGHT FROM COOKING SURFACE- 25" TO 50" W U Q C7 C>vw ANSUL SYSTEMS I: _` F H3 ( HOOD- H2 v Z '}'0 Q 1 - NOZZLE PART TIP FLOW TY N • GRIDb�E. I # # # Q Y N. i°:1 I W DUCT 56928 56923 2 X 1=2 Q r - < I- < 1..., l' 56926 1 X 1 1 ................•... I BROILER 56930 56926 1 X 2=2 t� -' r ..., FRYER <.:::=: • i O w _. z HOOD TOTAL FLOW PTS USED- 5 ~ �� - �% TOTAL FLOW PTS POSSIBLE- 11 "K" CLASS 2A106CFE i F.E. ;�•, . I NOZZLE HEIGHT FROM COOKING SURFACE- 10" TO 26" DRAWING TITLE • . • •• . , • x. -,:., I I HOOD- H3 - h \-- - -- -- NOZZLE PART# TIP# FLOW# QTY P::�SUL SYSTEM7 \ �`'\..::: !: - - 1=2Z oa PLENUM 56930 56926 1 X 1=1 GRIDDLE 418119 260X - O • ""' • TOTAL FLOW PTS USED- 7 L, [-C) 0 TOTAL FLOW PTS POSSIBLE- 11 ,.. .,.:.. ,.F .:.,. ...::.. .,,,.r . :_ ..,. ...::.: ..;::::641- r ___ _ NOZZLE HEIGHT FROM COOKING SURFACE- 10" TO 50" Z t- ._ :: ,:: , ,..„.....„,...__,..., I cc CL -6- b- : ,„:• ,:._.:. • j0 .= : I I I 12. Additional items provided by fire protection contractor include L� . - - _ ;.::::.:::::::. _ _ L „_I the following: F I 2 FIRE EXTINGUISHER 2A10-BC W 1 FIRE EXTINGUISHER 40 BC UJ I 3 REMOTE FULL STATIONS 4835 IJ- 1 SEE "M" DRAWINGS FOR ADDITIONAL 1 MECHANICAL GAS VALVE(1") 53743 HOOD INFORMATION & DETAILS 1 MECHANICAL GAS VALVE 3/4" 54245 L1 MECHANICAL GAS VALVE �1-1�2") d. SEE "K" DRAWINGS FOR ADDITIONAL r EQUIPMENT DETAILS. r N REVISIONS N z A 0 C/) cc A W > p SCALE: w A FIRE PROTECTION PLAN 1/4"=1'—o" 7 NOTES 1 r w 1 O STAMP SINGLE BANK SINGLE BANK SINGLE BANK PLENUM 0d,101)PLENUM NUM , tro? t CL # /i * 0Ira- W lit 34:114%i �i die• 4. ‘ . -,, ' .:4'g• 410* ....„ U ,,„ z SF O AO ..."'".?. /G A W DATE: 5-11-2011 CD /I BLDG. QHS '/ / / Q SUBMITTAL CO � ` , DATE: (.11 <1 ;› ZCf) � ' 5 p O OLE BID DATE; GRID LU CKE NO.: BROI�R :::O AS SHOWN CZ' m co e 411D U SHEET 4 Z 0 im CZ SCALE: I SCALE: SCALE: K3 ■ 0 GRIDDLE / BISCUIT DETAIL NONE 4 FRYER DETAIL NONE 3 BROILER DETAIL NONE 2 f 1 k 1 Mit 72:4 11 .0 N Nd- m & E — RPR- E COa v.N E 8 REFER TO SHEET K-1, c o g 8 Y CEILING CEILING EQUIPMENT SCHEDULE l a o �, Eiu,Y $ L11 '2 t1:1 m N 2 N C t.; C O I tea o L $ Q -cam 1 Q E t >. I N � csi y l < 9 al O , .. O W [ - H 411. a eo W ` tTi2 N 0 I —110 V " ! U u V! h V r 1 CLIENT O 3'-O" r r 0 N- 0) REAR ELEVATION - ITEM #1 & 47C ISCALE' 16 RIGHT ELEVATION - ITEM #1 SCALE;- „ Et 3/8"= 1 -O3/8"= 1 O 0 CV W --- ---I J co ON- > gl- CEILINGP-1 CEILING 00CI Ym _�_I CO 0 J M ® — k 1 , I PROJECT I I >- •<" • "'>" 51 A ; 1 0 < 1 O N = 34 '�~ i Z 5 .I L - � _ W I I� 66-II , �, w �b Z j_ Z I I F2 0UO I W U a- W W I-- Cr u u J u II u U L..) < a ct i • nMD re ® ctLa ; i : FRONT ELEVATION ITEM #1 SCALE: 17 LEFT ELEVATION ITEM #1 SCALE: 10 , 3�g~� 1'-(�~ - 3/8"= 1'-0" DRAWING TITLE 411> Z Cr) ,:. ® W J r --' . 110001 414 ., ---- ''' tt[IV ss--4114. ilk.,111111P' *1p ' 4> ioii •' i's•--, 0,10,-... ,4,. _ , -*I ,4 4p#>_ 4 1- t, I 'I Nr".. REVISIONS :L 6:> C\I . --III o a . Ill( cc A LLI . ''s-. 4/1.7, LLI SCALE: SCALE: . ,--"i %� •� .�� LEFT REAR 23 RIGHT FRONT N.T.S. 19 �D� ► ., ► _ 1 l'- N.T.S. I ► ♦ t�. 001001141110. '•, !,40A\L) - /' ' CL A STAMP a . 1: ,, . • -4 . 1=. . <>. '''.% .,,,,,,,, ,1 -/-/-- cc .,„ # 3474 ,A Ct_ iti NEI Y. - E t 0 if di ANIV �!4400 = Z 64��4440. > , Igo,. O rLU DATE: 5-11-2011 II e �jBLDG. Q SUBMITTAL 0 _ m O DATE: //' Ci • z O V l BID DATE: k i .----'------------Vri5j ° ,( '/' CC W CKE NO.: > ARCH. NO.: 1075 w 0 SCALE: AS SHOWN a SHEET M W (UPPER ORDER RACK, FRY DUMP, SCALE: K4 0 J SCALE: ■ `� LEFT REAR 12 LEFT FRONT & COUNTER NOT SHOWN) 4 N.T.S. N.T.S. . k i a I c I 0 CN CO w 'E '• g c.(41. Ti E g C.C. TO TRIM CORNER WITH 28 X 2. '/- c 0 3 2 8 d 7 as 1 .1= cP cl g-s STAINLESS INSIDE CORNER PROVIDED :1-j4C-5":(19-C: 'It1.-11.111:;11'11.111 / III / ..„,,,..-- SODA LINES IN WALL / INSTALLER NOTE: TO BE RUN INTO ACCESS / , 58B , MOUNT PLASTIC SIDE OUT7 / 777 WALL--\\ AREA IN COUNTER BELOW / ,,.•-•<„,,. ../. ,..„--,,, ,./..„., ' ' ''. •A A /1 I/ SEE DETAIL OF COUNTER CUTOUT OPENITO INSTALL S/S END CAP NOB INSTALLER / / / / 102/ / ,, !. .. _OP .......--- '.-..,,,,..: .„....,.:,....„.,-,:„.....-. ,,-,,..„1 , , , , I h - > < '-• 4•-••- , z .. „, / „, ..„ „:„. s, . -' \ '' --- --'-- / \ (1 0 0 / / / ..•••-• cn 0 -.,., „...- --•. ., .. , — , , ... ., /\ , . . , , / • ,,..,,,.... C 3 *I i N Lth C° I( / / I I I 6 c .. ..:::...„.. 4- , . . . , . .,/.. ,,..,.,, . ,- -, --- - - - .- 0 ELECTRICAL POWER / / / _ ,-.::::',::••'• TO BE RUN IN OPENING ,/ / .-:;;-..• / p — ---I s 0 , L i rr. -z -.. -.. I - , i 1 1 1 clicl , I = En 1 , . - . ...., ,,., • ---• ,' -, •-•/ \ s' \ . ..-:-.. Cl. 0D SEE DETAIL "A" THIS SHEET /. ' I 1=1 Ell I I I CLIENT JI u II I) u d Iii - ik 1-91" c= el I I . \---. /\ .--/\ . ''',. /II _1' • 3 6" ,--,,, / 0 `i ' ,•-•'':-. .,--\.... / ... M I N. '' 1 6 10 % 000000 OnOG DOD 000()YaDC)C)g I , El F18 iii [:] El M N. N. OC .---...,: ,:'.', .,--s. ..-'r. ,----', 71 ...„.:....."‘"S:11ii,-... ..:.:.,.....1.:.....,..,........:.1.1 . . . , , , , , , IIIIII IIII , .(14 'L) , u" / - ... --4--- I 1 t_i.,. . /.. i . Li i„.z.i. ,....., U Li u NE - " . - . . . . .. mm . . . . .. . . . . .. ow . . . . .. . . . . .. ..m.m. / I_:,.:.,,, . .1111 ii ...:.:„:„ ....,::„.:. ......„„„. ,..._:::„,,,,.,..„..... :.:„.„..„... 111111111H111111114 / / / / ii , . , 1T; w Z r I _..' CNI US --I 2 (7 OD 0 - 1... , 1 5 o x-- > .1- I CUTOUT PROVIDED ' ._., 1 V... Z X Z Op ' IN COUNTER FOR SODA A- 1 2 K-6 _2. o 0 CI UNE ENTRY TO SELF 1 3 C.C. TO TILE, AND GROUT, AFTER 0 CO cn renC° SERVE BEVERAGE BAR K-6 2 INSTAWNG COUNTER BACK OF ORDER COU \TE _J -7 ORDER COUNTER END DETAIL ORDIR COUNTE \,,71 2 > cj 1/2" = 1'-0" ii 1.1) 1/2" = 1'-0" 1/2" = r-0" a 1 PROJECT NOTE: INSTALLER TO MOUNT WALL FLASHING co )- < WITH STAINLESS STEEL me MOULDING e 8 N x INSTALLER TO MOUNT WALL CAP ON AND 8H8 MOULDING PROVIDED. !Imam.' d Z 0 THIS WALL, AFTER HANGING FLASHING 4' 4 S/S WALL FLASHING S/S WALL FLASHING NOTE: GAS UNE IN WALL TYPICAL ow Lice o -.1 BELOW HOOD WHEN REQUIRED TO BE SURFACE MOUNTED - -au. ri a. ce > Er z — Z w 47B A S/S CHASE WILL BE PROVIDED BY K.E.C. I, ,z )•-• o 0 0(-77- ') G.C. TO PROVIDE WALL BACKING FOR MOUNTING GRID SYSTEC\ METRO SINK GRID SYSTEM SEE METRO SCHEMATIC FOR ASSEMBLY INS1RUCTION-\ Ni....) 5 (..) <0 cc w I— CL LiCe 5 z 0 7.. . Ii "..- .IC (X V) * • * x n ,„„:. .: Fe' 'd r411-CC 0 —...------------,,...-----... CD 17/18 K-6 ( . _ _ __ —___ _ IL__ i i 1 1 -- I , , DRAWING TITLE 1 — I I I INII 11 1111111 ' ! MI , ma! izz 1 _ , ima_ _ , _ _i .. -- r--: r--: I 7 - • [ - r - - r - 1 '-r. r--- T- - Tr--11"-T-v. 67-C- , , 1 1-- _ i........, ..-..,,. : P 1 Li ic4—wiligrampiiiiii—awilformii z cn , . • _ • W --I _ vr • / Irs.___..__. 1 rlei C:3 (=I C=3 .---- _ V 'Or -tri IF v .. -ur 2 zne (. . cai 11--I0 iza----3 , D W . - 1 - . 111111H111111111111 , J YLii . rud _ tv) — oa I " - LL .. , 1 LLI _ _ _ _ _ _ _ _ — — — — — — — — —I— — — 1110110 C4 8D 4C=0 1 1 9 213,4 K-6 1-- r i DRINK STATION / SALSA BAR FRY STATION K-6 SCULLRY c\I REVISIONS 1/2" = 11-0 1/2" = 11-On z 1/2" = 1'-O" A w cc A S/S FLASHING S/S FLASHING UNDER HOOD NOTE: GAS UNE IN COOKS UNE CHASE IS TYPICAL UJ > A . .., . . . / / NW.' WHEN REQUIRED TO BE SURFACE MOUNTED r A S/S CHASE WILL BE PROVIDED BY K.E.C. LLI .. -.7.------- C.C. TO CAP END WITH PROVIDED/ a_ A -G.C. TO RUN POWER TO PANEL BOX C.C. TO RUN POWER TO PANEL BOX ----,„ X 77 _ STAINLESS STEEL NJN MOULDING a Ir INSTALLER TO CAP END WITH PROVIDED I G.C. TO PLUMB GAS & WATER---- 41110 Cl 9D CD47A STAINLESS STEEL 8,18 MOULDING C1-7 0 ' f-G.C. TO PLUMB GAS & WATER 162 \ , 0 STAMP SEE NOTE ON THIS DETAIL 407,---- 30 AMP CIRCUIT FOR OVEN ::fl SURFACE MOUNTED BY OTHERS (5 1 D o OD ./z , I cc ,\ # 3417144%> 11111 — MO _— 0 _— TEXAS ONLY I — E.-A --,- , . ! 'l 1 0_ k/ NEIL LEE t . _iv_ . . 0 ini __, CD CI I i GRIDDLE TIMER 11 L IC - 1 - -1 , ' I / 1 - . i tp - 1, • ,MIN .,. , ,., C.C. TO MOUNT BROILER .A Qi 0 ''' ',1:: 1'm IN FRONT OF HOOD WIRING BY OTHERS — . INSTALLER TO JOIN/MOUNT FLASHING NMI PROVIDED TO BROILER STAND 4111, I . I 1 z1 vtv STAINLESS STEEL 8H. MOULDING Z OF Ov ! ,--- - ..___ , .11. 1 - -, ____ . ________--r i 0 0 ii 1 — 0 - —I * HL..e. r 1 © c, ©'..%) )1 I I I ill ki: 1166 i',11 [ nil i II W W UJ DATE: 5-11-2011 L1 I ..."*" 44 1 W 4 4 ---, . I \ I BLDG. - — 4 < SUBMITTAL 0 E 0_0 o o o 14 i / 0 , ). - - ACCESS PA EL : CO DATE: / \ 0 , 0 0 --- ,) h . i. 1 z 0 0 NJ) 1 Al U U U "U` , t \ 'L' u) BID DATE: CC r 1 411110 41111) c-D 4838 97 ( D 30 411110 48411110 41110 LLI CKE NO.: z ARCH. NO.: 1075 , > El OD 0 SCALE: AS SHOWN LI; (...) m SHEET Ac BACK COOK LINE MAIN COOK LINE z0 w 1/2" = 1'-O" 1/2" = r-O" K5 . 0 ..., rz (SEE SHEET K-4) I d K C Z4' E 53 C_ ;;, E E C ONE ° c o io 8. Li (13 ~• m m y SERVEND MDH-302 SERVEND MDH-302 › p C ICE/BEVERAGE ICE/BEVERAGE w a 1 DISPENSER \ DISPENSER II • 17 7 II — _ I III -rir_ I II IST �SI U a) IT- F1I II L I 4. 11 1 1 [ 1 c 4 ou (13 C § . 24"—i34' L ccn lv I I I 1 0 m 0 © 0 w R F R cm Cti 20•-- 291 R R Ne E Q C W 0 j w W vOS .11110 eva°°°°°°° CK •O°'•1: / °°°°•°°°.°°°°° i evia°° ° Q °— _es= I I J y RCa. °•°ese° lko. TOe ° W 81 Topper OB ® w TEI CnCw O J • c) ? ° C31 Topper C4 Topper I F F CLIENT Co \\ © R O N- L Y 1 84 Topper-- , CRY N- 67 SCALE: SCALE: I ® CC STAR TOPPERS 1/2•=1'_o• 17 NONE I I 0 11 23 © F R U-11 K-7 R J II 81 Topper 03 Ur- j 1 I [ �� ZXzN 1i ® o C� m � oo 1 [ R J M UPHOLSTERY FINISH SCHEDULE , s F — o TA3L - T P FINISH SCHEILF Y0_ 5u, POPPY CD PECAN © BLACK II - PROJECT F = FORMICA 3518 - 58 " Flint Crystal ,/ it l—� -� o 1 ® 8 = 4 /-***------ til I z p o ED PECAN + POPPY OI BLACK R — FORMICA 839 - 58 " STEP RED " I Li K-7 2 POPPY O I PECAN I POPPY z...--„ I wU S = ❑ ❑ Rv ICA 689 - 58 STELLAR �'�='� oZ ig v Uo d8 1 F R F < - VERIFY TABLE TOP _ ~ 3 C8 COLORS WITH S.C. ce Q O © © ® ® © © • le DM I , I - VERIFY BOOTH TYPE a Ct TOP COLORS WITH S21 , .C. v~i �- SETTEE BACK KEY SCALE:= 14 BULKHEAD LAYOUT SCALE: 2 DRAWING TITLE 1/2=-1 -0 1/4"=11-0' C❑RIAN 'COCOA BROWN'-\ CHEMETAL 1" 'CIRCLES ALUMINUM' z STAINED OAK 'WEATHERED TEAK' 4" I ' co L 6' TOE SPACE �.{ 1 1If VARIES PER PLAN �, 42 13' KNEE SPACE J_ I LENGTH OF WHEELCHAIR 0 I� Q J CAP MOLDING f 3" CHEMETAL 'CIRCLES ALUMINUM' (1- CHEMETAL 'CIRCLES ALUMINUM' FIBERGLASS BOOTH Zr Z 4 II UPHOLSTERED BACK PAD POLYST❑NE 'COAL' Q w VINYL'S VARY __ 4111L>71.14. _ Q ALUMINUM CORNERS LAMINATED OUTSIDE BACK SEE FLOOR PLAN ) < ARBORITE ALUMINUM J CAP SECURED WITH SCREWS AS REQUIRED , I w 'COPPER WOOD' ASB❑RITE C❑PPERW❑❑D WITH F —� ® (n BLACK VINYL EDGE ALUMINUM DIVIDERS )7^ 4�j" 4' ON CENTER TYP, -- I ' ' - 4B" ARB❑RITE W-411-VL 1 /� "COPPERWOOD' ALUMINUM CORNERS 7 T J CAP MOLDING SECURED WITH SCREWS / 36' 19' N REVISIONS - ARBORITE W-411-VLTABLE EDGE z Q ALUMINUM J CAP 'COPPERWOOD" TABLE EDGE TO TO POST63 TILE FURNISHED AND THE NEAREST INSTALLED BY G.C. .7 l i / L. _ J BLACK VINYL BASE OBSTRUCTION 32' TABLE 0 Q 13 / 4' f UNFINISHED FOR TILE INSTALL BY OTHERS 4' 1<_==.7, CE 0 I f LU I > A SCALE: SCALE: SCALEscALE: 0 A SEATING WALL SECTION 1._1,_0. 23 SEATING WALL 3/4._1._0. 1 5BOOTH NONE 7 TYP. ACCESSIBLE INFO NONE 3 STAMP 0 0 CC by i 3474411 ,A 0- to, NEI f E = 54" TOP: FORMICA, 839-58 STOP RED TOP: FORMICA, 3518-58 FLINT CRYSTAL TRAYSLIDE: CORIAN, MIDNIGHT W �4 � Qom • 4"7-,, -R1.5" r r PLINTH BOX BASE Z OF WEDGE: 3mm: BLACK WEDGE: 3mm: BLACKI '7-•*- FRAME: BLACK WRINKLE 16.5' �� 7/70 1.5" TYPE #1 TYPE #3 ,. 1.„,wri- -_ ? 36 SEAT: MEDALLION 1 To(4 W I TOP: FORMICA, 689-58 STELLAR TOP: ARBORITE, 4-11-VL COPPERWOOD DATE: 5-11-2011 ►� '— ME-4 MANGANESE �� FLOORMOUNTED -0---- EDGE: BLACK Q SUBMITTAL CO BLDG. DATE: LAFAYETTE CHAIR BEAD OF CAULK 0 16,5" II : ARBORITE W-411-VL ON UNDERSIDE UNITARz �� EDGE: 3mm: BLACK EDGE: 3mm: BLACK � 2 COPPERWOOD 0 " BOOTH BOTTOM DESIGN 4� BID DATE: �"-"-��4- - TYPE #2 TYPE #4 Ct 3; - T LU CKE NO.: Z ARCH. NO.: 1075 Li SiS # 4 FINISH 0 SHEET LE:act AS SHOWN Z - VERIFY FINAL COLORS WITH S.C. W K7 0 SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: Q LINE HANDRAIL 3/4'=1'-0' 24 TABLE TOP- TYPE #1 NONE 20 TABLE TOP- TYPE #2 NONE 16 CHAIR NONE 12 BOOTH BASE NONE $ TRASH STANDS - ITEM #90 NONE 4