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12144 SW SCHOLLS FERRY ROADGENERAL NOTES DIMENSIONS TAKE PRECEDENCE OVER SCALE. IF DIMENSIONAL ERRORS OCCUR, CONTRACTOR SHALL NOTIFY Ti!-_ OWNER/ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF WORK. _ THE GENERAL CONIRACIOR SHALL EXAMINE ]HE CONLIIIUN OF THE PROJECI AREA PRIOR TO COMMENCEMENT OF WORK AND SHALL BE RESPONSIBLE FOR COORDINNTION OF 4LL TRADES INCLUDING THOSE ITEMS FURNISHED ET OWNER. j. SUB -CON TRACTORS SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PEPMIIS. LICENSES AND PAY' REQUIhED FEES. 4 EACH TOILET ROOM SHALL BE PROVIDED WITH A FORCED DRAFT VENTILATION SYSTEM EFFECTING AIV AIR CHANGE EACH FIVE MINUTES. S. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF STUDS, WOOD COLUMN OR GRID LINES UNLESS OTHERWISE NOTED OR DETAILED. n ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS ON THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/OWNER BEFORE PROCEEDING WITH ANY WORK, 7 CEILING HEIGHTS NOTED ON FINISH SCHEDULE ARE FROM FINISH CONCRETE FLOOR TO FINISH CEILING. 8 FOR SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL DUCT WORK, SEE MECHANICAL DRAWINGS. 9 PROVIDE FIRE EXTINGUISHERS AS F-OUIRED BY FIRE DEPARTMENT FIELD INSPF.,_�TOR. (SEE SPECIFICATIONS) SEE FC -1 10 UNLESS NOTED OTHERWISE, ALI- SIGN OUTLETS INDICATED ON ELECTRICAL DRAWINGS SHALL BE LOCATED IN ATTIC SPACE. i WHERE FACTOkY FINISHED OR FACTORY PRIMED ITEMS OCCUR SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., SAME SHALL BE SPRAY PAINTED TO MATCH THE ADJACENT SURFACE 12 SUB -CONTRACTORS SHALL, IN THE WORK OF THEIR 'TRADES, PERFORM ANI AND ALL CUTTING. PATCHING, REPAIRING, RESTORING, AND THE LIKE NECESSARY TO COMPLETE THE WO!,K AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING PROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER 13 PROVIDE SOJI) BLOCF!f%!C, BEHIND ALL SIGNS, TOILET ROOM FIXTURES, KITCHEN EQUIPMENT FIXTURES, LIGHTING FIXTURES, A,ND WHERE SHOWN IDN PLANS. 14 ALL MATERIALS AND EQUIPMENT SPECIFIED ARE THE REQUIREMENTS OF THE OWNER AND ARE TO BE USED AS SPECIFIED. NO SUBSTITU- TIONS WILL HE PERMITTED. 15 THERE SHALL HE NO EXPOSED PIPF, CONDUITS, DUCTS, VENTS, ETC, ALL SUCH LINES SHALL BE CONCEALED OR FORRED AND FINISHED SAME AS ADJACENT MATERIALS. 16. SLOPE ALL FINISHED GRADES AWAY FROM THE BUILDING 17. TYT',CAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. 18. GL�55 AND GLAZING SHALL CONFORM TO CHAPTER 24 U.B.C. 19, GENERAL CONTRACTOR TO INSTALL ROOM CAPACITY SIGN SUPPLIED BY THE OWNER AND SHALL BE TO THE SATISFACTION OF THE BUILDING AND FIRE DEPARTMENT, 20 FINISHES AND MATERIALS OMITTED OR UNCLEAR SHALL BE VERIFIED :11TH OWNER PRIOR TO SUBMISSION OF BIDS. 21 ALL MATERIALS SHALL BE NEW AND QUALITY ACCEPTABLE TO THE ARCHIIECT/OWNER. ALL MATERIALS SHALL MEET A.S.T.M. STANDARDS AND ALL APPLICABLE ORDINANCES. CONDEMNED MATERIALS SHALL BE PROMPTLY REMOVED AND ANY DAMAGE CAUSED BY SUCH REMOVAL MADE GOOD AT NO COST TO THE OWNER. 22 DkAPERIES, HANGINGS, CURTAINS AND ALL DECORAIIVE MATERIAL SHALL MEET CLASS III FIREPROOF SPECIF6;ATIONS. 23. ALL PUBLIC EXITS ARE TO BE OPENABLE FROM T, iE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, 24 GENEk,1I CONTRACTOR SHALL COORDINATE WITH THE SUB -CONTRACTORS TO INDENTIFY ANY CONFLICTS AMONG THE WORKS OF VARIOUS TRADES AND NOTIFY ARCHITECT/ENGINEER. ANY IDENTIFIED CONFLICTS AND THEIR RESOLUTIONS SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT/OWNER. 25 ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH CURRENT O.S.H.A. REQUIREMENTS. FLUSH BOLTS ^R SURF:CE BOLTS ARE PROHIBITED. 21 A H (' SHALL. BE CENTERED ATP AP FOX. 36 ,; F.F. LATCHING AND LOCKING DOORS THAT ARE IN THE PATH OF TRAVEL SHALL BE OPERATED WITH SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, OR PUSH-PULL (SEE SPECS), DESIGNED TO PROVIDE PASc,A(;E WITHOUT THE e91UTY TO GRASP THE OPENING HARDWARE. LOCKED DOORS WILL EXIT IN THE DIRECTION OF TRAVEL. 27. MAXIMUM L, -'-ORT TO OPERATE DOORS SHALL NOT EXCt.ED 8.51 -BS FOR EXTERIOR DOORS AND 5l.BS FOR INTERIOR DOORS. SUCH PUSH AND PULL ErFr)P-; SHAL!_ BE APPLIED AT RIGHT ANGLES TO HINGED DOORS. 28. THE HI( 4EST OPERABLE PART OF THE PUBLIC TE-EPHONE, IF OCCURS, SHALL .t 48" A.F.F. MAXIMUM. TELEPHONE SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP AND SHALL BE EQUIPPED WITH A VOLUME CONTROL CAPABLE OF PRODUCING n, MINIMUM OF 12 dba AND A MAX. OF 18 dba ABOVE NORMAL. -T1 -GNOTE SYMBOLS MASONRY BLOCK IiUI' N`I'.m1110 UAML .l JK 12144 SW SCROLLS I IRRY RD Pg I of 52 3 I BUILDING SECTION =7, SHEET NO. i. CONCRETE --�~-- PROPERTY LINE Avyle JT. DI.' -P. NUMBER LIMITS OF WINDOW NUMBER U11 2 CONSTRUCTION PARKING REQ'D ROOM NO., SHT, - STUD WALL_ - 2"x4" & WALL ELEV. �1 0 16" O.C. - U.N.O. KIT. KITCHEN EQUIPMENT STRUCTURAL OR (SEE K -DRAWINGS) Uf 8, FRAMED WOOD MEMBER t} Existing FINISH WOOD Laminate d MEMBER -- - -X CHAIN LINK FENCE ,z LKR. Locker A. D. Area Drain M I L�! ADJ. Aujuutable r> Aggregate MAX. Mrrimum 4L. Alim;num LJ Inedicine Cabinet APPRL,X. ILLI V) A MECH. Mechor' cal T 1-SYM Archi'.ecturol �� G_ >< IiUI' N`I'.m1110 UAML .l JK 12144 SW SCROLLS I IRRY RD Pg I of 52 3 I BUILDING SECTION =7, SHEET NO. S.W. SCROLLS F ERRY ROAD TIGARD, OREGON ABBREVIATIONS -1 PROTOTYPE 14 & DETAIL N0. JAN. SHEET NO. L Avyle JT. DI.' -P. NUMBER ® WINDOW NUMBER U11 2 ROOM NUMBER PARKING REQ'D ROOM NO., SHT, KEC & WALL ELEV. �1 COLOR/FINSRI NO. KIT. KITCHEN EQUIPMENT YES El N0 Ji (SEE K -DRAWINGS) S.W. SCROLLS F ERRY ROAD TIGARD, OREGON ABBREVIATIONS -1 PROTOTYPE 14 & And JAN. Janitor L Avyle JT. Joint ® At SEATING 89 PARKING REQ'D Centerline KEC Kitchen Equipment Contractor C.U. P. /A. R. B N O . Diameter or Round KIT. Kitchen YES El N0 Ji Pound or Number Uf 8, ;Laboratory t} Existing LAM, Laminate LAV. '_ovatory ACOUS. Acoustical LKR. Locker A. D. Area Drain LT. Light ADJ. Aujuutable AGGR. Aggregate MAX. Mrrimum 4L. Alim;num M.C. Inedicine Cabinet APPRL,X. Approximate ate MECH. Mechor' cal ARCH Archi'.ecturol MEMS. Membrane ASPH. Aspholt MET. Metal irIFR Monufocturer BD Board MH. Ma:iholr. BITUM. Bituminous MiN M:nir urn BLDG. Build;:,,g MIR. Mirror BLK Bloc'p, misc. Mis,:elloncr,us BLKG, Bircking M.O Masonry Opening BM. Bear MTU. Mountf"e BOT rjotrom MUL Mulliot, CAB. Cabinet N Norm C.B. Catch Basin N.LC Ncc In Contract CEM. Cement NO. or # Number CER. Cerarr,c NOM. Nominal C.1 Cost Iron PETS Not To Sr ale C -IQ, Co, ner Gourd CLG. Ceiling O.A. Overall CLKG. Calking OBS Obscure CLO. Closet J.C. on Center CLR. Clear 0 D. Outside Diameter (dim.) C.0 Cased Opening CFF. Office COL Column OPNG. Opening CONC. Concrete OPP. Opposite CONN. Connection CONSTR. Construction P.C. Plumbing Contractor CONT Continuous PRCST. Pre -cast CORR. Corridor PL. Plate CTSK. Countersunk P.LAM. Plastic Lominote CNTR. Counter PLAS. Plaster CTR. Center PLYWD. Plywood PR. Pair DBL.. Double PT. Point DEPT, Department P.T D Paper Towel Disper ser D. F. Drinking Fountain P.0.0 Point Of Sale DET. Detail PTN. Partition DIA. Diameter P T. P. Paper Towel Receptacle DIM. Dimension DISP. Dispenser Q.T. Quarry'ile DN. Down D.U. Door Opening R. Riser DWR. Drawer RAD Radius DS. Downspout R. D. Rocf Drain D.S.P. Dry Standpipe REF. Reference DWG, Drawing REFR. Refrigerator PGTR Register E. East REINF. Reinforced EA, Each REQ. Required E. C. Electrical Contractor RESIL. Resilient E.J. Expansion Joint RM. Room EL. Elevation R.O. Rough Opening F_LEC Electrical RWD. Redwood EMER. Emergency R.W.L. Rain Water Leader ENCL. Enclosure E P Electrical Ponelboard S. South EQ. Equal S.C. Seating Contractor EQPT. Equipment S.C.D. Seat Cover Dispenser EXST. Existing SCHED. Schedule EXPO Exposed S. D. Soap Dispenser EXP. Expansion SECT. Section EXT. Exterie.r SH. Shelf SHR. Shower F.A. Fire Alarm SHT. Sheet F.R. Flat Bed SIM Similar F. 0. Floor Drain S.N.D. Sanitary Napkin Dispenser FDN Foundation S.N.R. Sanitary Napkin Receptacle F.E Fire Extinguisher SPEC. Specification F E.C. Fire Extinguisher Cab. S0. Square F.H.C. Fire Hose Cobi let S.ST. Stainless Steel FIN. Finish S.SK.. Service Sink FL. Floor STA. Station FLASH Flashing STD. Standard FLOUR. Flourescent STL. Steel F O.C. Face of Concrete STOR. Storage F.O.F. Face of Finish STRL.. Structural F.O.S. Face of Studs SUSP. Suspended F.P.C. Fire Protection Contractor SYM. Symmetrical F.S Full Size FT. Foot or Feet TRD. Tread FTC: F'ootir,y T. B. Towel Dar FUi2R. Furring T.C. Top of Curb FU T. Fut:.re TEL. Telephone TER. Terrazzo GA. Gavge T&G Tongue and Groove GALV, Galvanized THK. Thick G.P. Grob Bar T.P. Top of Pavement GL, Gloss T.P.D. Toilet Paper Dispenser G.0 General Contractor T.V. Television GND. Groun!., T.W. Top of Wull GR. Grode TYP. Typicul GYP. Gypsum UNF. Unfinished H. E'. [lose Bibb U.O.N. Unless Otherwise Noted H.0 Hallow Core UR. Urinal HDYI'D. Hardwood HDWt, Hardware VERT. Vertical H.M. Hollow Metal VEST. Vestibule HORI,' Horizontal HR. Hour W West HGT. Height W/ With W,-, Water Closet I.D. Inside Diameter (Dim.) WD VV nod INSUL Insulation Nj"', W,thout INT. Interior Wp Wcterproof 16SCT Wainscot ,�r��7 f�-�7 Bg WT. Wel Th° ENVIRONMENTAL HEALTH SERVICES PLAN NOTES 1. The type of food facility is 100% single service. 2. No alcoholic beverages shall be consumed on the premises. 3. The numbgr of emplpyees per shift (including owners and mangers) is six 6 . +. 1 he food facility is served by The City's municipal water. 5. The food facility is se-viced by The City's municipal sewer district. 6. All pplumbing, electrical, and gos lines shall be concealed within the building structure to o great extent as possible. 7. All sinks and lavatories in the food facility will be supplied with hot (minimum 140F) and cold running water under pressure. 8. All lavatories or hand sinks will have a combination faucet orpremixing faucet copr�'e of supplying warm water for a mum miniof 10 seconds. 9. The janitorial sink four et shall be provided with an approved backflow prevention device. 10. Snelving over wet areas (sinkF, mop sinks, etc.) will be metal. 11. All exterior doors shull be self closing. 12. The air screen over the doer will have a minimum velocity of 1600 feet per minute measured 3 feet above the ground. 13. All openable windows, vent openings or other similar o enings must be provided with tight fitting screens or minimum 1 mesh to the inch. 14. Food service pass through windows shall not exceed 432 square inches. 15. Food service pass throuqh windows exceedinq 216 square inches must be provided with an air screen of minimum 600 fpm velocity. 16. A minimym of 20 foot candles (215 lux) of light measured 30 off floor shall be provided in all food preparation, manufacturing, packaging and processing areas and where utensils are cleaned. 17, A min. of 10 foot candles (108 lux) of light measured •30' off floor shall be provided in all food and utensil storage rooms, refrigerated storage, toilet and dressing ro ms' alcoholic beverage preparation and utensil cleaning areas �bac�C bur area). 18. All areas of food facility is to be provided -Kith minimum 20 foot candles of light measured 30" off floor- during general cleanup activities. 19. Shattershields for all lights above food preparation, work, and storage orecis shall be provided. 20. The min. size sink cooportment shall be 18"x 18"x 12" deep, with a minimum 18 drainbgprd at each enc:. If against a wall it must have an 8 integral backsplash and it must be capable of accommodating the largest uten.to be washed 21. Each handwashing sink must have a wall mounted single service towel arid soap dispenser. 22. Toilet room, anteroom and dressing room doors must be self-closing, tight -fitting. 23. Provide a minimum of 12 air changes per hour ventilation to all toilet and dressing rooms. 24. locate floor sinks so that they are easily accessible for cleaning and servicing. 25. Floor sinks located under equipmel It must be 50% exposed if no access is provided for c1ganing. 96. Soft drink, ice or other dispensers must be push button t,,pe, or lever type where the lever contacts the container of least one inch below the rim. T1--HLTH - PROJk.CT DATA LEGAL 'JURISDICTION ri l r OF TIGAPD, OR_ BUILDING CODES 1997 -`_OUBC __ ZONE CG (GENERAL COMM.) OCCUPANCY A3 TYPE OF CONST. VN SITE AREA 10,496 -SSFP BUILDING AREA 3,050 S.F. SEATING 89 PARKING REQ'D 20 (1/150 F. _ PARKING SHOWN _23- 23_C. C.U. P. /A. R. B N O . _N/A W 1111th Ave FIRE SPRINKLERS YES El N0 Ji DECOR/GRAPHICS - STANDARD SCHEDULE & DOOR TYPES - SPECIAL C1 27. SneezE guards shall comply with EHP-885 requirements M. All hoods shall be U.L. listed. Each hood shall be constructed and installed to all U.L. specifications. 29. Type I hood duct must have welded seams. 30. An interlocking switch shall be provided between hood exhaust and make up air systems. 31. The tile floor shall have a smooth surface under all 'equipment, arid that the walk ways will have a light texture only. 32. No floor mats shall be used. 33. All construction must conform with these approved plans. Alterations or changes to these plans must have prior approval by the Plan Check Section of environmental Health. 34. All construction work must conform to local building codes and have necessary approvals from the local building and fire authority. 35. When finish work is appoximately 75% to 80% completed, with plurnbing, ventilation and equipment installed, you must call the 5pecialisf asiqned to r ,view your pians for a preliminary insp. Requests should be made at least two working days in cdvarce. 36. Upon completion of 100% of the construction, including all finishing work, you must call the Specialist assigned 5 review your plans to arrange for a final inspection. You will not be issued a Health Permit until you pass a final insppection. In no case should a final inspection be requested le:,s tflor two working days prior to the proposed opening of the establishment. 37. Provide minimum 30 inch wide aisle in traffic areas. 38. Submit samples of quarry floor the with cove base and ceiling panel for evaluation and approval prior to installation. 39. Floor surfaces in all areas in which food is prepared, package,-, or stored, where any utensil is washed, where refuse or garbage is stored, where janitorial facilities are located, in all toilet anti handwashing areas and in employee change and storage areas sh II be of an approved type that continues up the wall four (4) inches, in a seamless manner, forming a 3/8 inch min. radius cove as an integral unit.Some slim foot ceramic., quarry and metal topset cove bases are generally acceptable. Samples of the proposed cove base must be submitted and approved prior to installation. 40. Wall surfaces in the food preparation clnd related areas must be drywall, coated with a light color semi -gloss enamel - or the equivalent. Greenboard w, semi -gloss enamel is strong- ly reconlr-vended behind sinks. (note: 11 ht colored is defined as having a light reflectonce value of A% or greater) 41. The wall surfaces behind sinks equipped w/ hand spray units shall be covered w/fiberglass reinforced polyester (FRP) stainless steel or the equivalent. The approved wall cover roust extend uo the wall at least four (4) feet from the back splash and cover the walls behind the sink and accompanying droinboords. 42. The ceiling surfaces in all food related areas must i •e smooth, nonabsorbent, durable, washable and light in color. 43. NSF International standards are used as a Ju in the evaluation of food service related eq, lipment and its installation. 44. All new and used food service equipment is subject to final a�proval by this agency, as determined at the time of the fielc' inspections. 45. All ^<ILlipmen'', includingshelving, must be supported by six (6) inch high, easily ceanable legs, commercial castors or completely sealed in' position on a four (4) inch high continuously coved base or concrete curb to facilitate ease of cleaning. 46. All curb mounted equipment and cabinetry must be sealed to the curb in on approved manner. Silicone sealant is approved for use on joints or gaps less than 1/8 inch wide. If joints or gOps are over 1/8 inch wide connector strips or flashing used in conjunction w/sealant will be required. UTILITY INFORMATION Kam UNIFIED SEWERAGE AGENCY HILLSBORO, OREGON (50.3) 648-8877 Q CITY OF TIGARD IL WATER BUREAU/STORM TIGARD, OREGON 5 �� Q M1 (503) 639-4171 * r l r7r L! lir PORTLAND GENFRAL ELECTRIC BEAVERTON, OREGON (503) 228-6322 * GAS PORTLAND, T ORTANDT ORE'GION L GAS (503) 220-2364. H o r� G.T.E. TELEPHONE COMPANY TIGARD, OREGON 1-(800) 483-51 CO * HAVE NOT VERIFIED CONTACT PERSON. IWINIf this notice appc�rs cic:uer Than the 2 2000 document, the docnmew is of marginal) quality. tllll'i(lflltlll'(� - �..�� li�ili��l�li�i!'ii�il i �� ►) � � r�� ,.:.; I -ilii I � : II, Ij,`I!fil��liilll it i � i l � � i ��lf�l�i. , i l'; I,, f�l�t•1 �.; i, ,: , ��;;1 INCH! MAGE IN CHINA Sol I cin -� �IIIII{III�IIII�IIII�II!!IIII (!!'!!1!III!I!I! III�!!!'f!UII!I!! li!!I!!!!II!!!�!!!! !!!!�NlI I!!,'!ll,Irll!I I'•III! •Ir,IIII i1 III• Illi III •., :: �. �.. i II. .I • .....lI,II,..,Illl..,....il '�iill!I..,II,,..lf.l..l 47. The cooking equipment must be spaced six (6) inches apart and frorrl adjacent walls, or flashed together and to the walls, or the cooking equipment must be equipped with coinin castors and quick disconnect gas lines. 49. Provide approved cup disp. at the soft drink machine if singie-use drinking utensils are used. 50. The lines from the Eyrup tanks to the drink disp. head mclst be enclosed in a chase. Ise a rigid material, i.e., ploster,foam,etc to seal the opening of the beverage condensate lil 51. Compressors and carbonators ore to be supported oft the floor on six (6) inch high, easily cleanable leg3 or in an otherwise approved manner. 52.. Hoods and mechanical vent must r.omply w/all req. as set forth in the current edition of the Uniform Mech. Code, as adopted by the local building and fire authority. 53. The canopy -type exhaust hood shall e; tend a minimum of six (6) inches beyond the outer edges of the cooking surfaces as measured from the inside edge of the ho,)d. 54. Flash the exhaust hood to the wall's and ceiling. 55. All joints and seams of exhaust hoods shall be co:,structed to be tight and easily cleanable. 56. Provide a dry food storeroom or area w/ a min. of 32 linear foot of dedicated floor space for approved back-up storage shelving units. All storage shelving must be accessible with 30 Lich aisle clearance. A shelving unit shall be a min. 18 inches in depth and three tiers high. F��r example, eight shelving units, each of which is four toot long and three tiers high, would equal 32 linear feet of shelving units. 57. The walk-in refrig./frzr. units must conform w/applicable NSF Intn'I. standards and be completely flashed to the blaq. s walls and ceiling. The areas above walk-in units may not be used for storage. 58. Provide a min. two inch clear between end wall and the (3) compartment sink, or integral end return. The end return must extend up the wall at least eight inches and be sealed to the wall. 59. Handwosh cleanser and single -use son, towels must be �rovided In permanently installed disp. at all handwash facilities iot air blowers may be provided in lieu of the handtowel disp. 60. Provide a chemical storage shelf and mop rack a janitor area 61. Provide a water heater w/min. energy input of 69,000 btu 62. All conduit not conceal d in woils must be installed 6 inches off the floor and 112 inch away from walls. 63. Provide self-clos;ng devices on all exterior and restroom door! ATIERf, ; � CONTRACTORS -BID NOTE 1- IN c,.K.E.'S CONTINUED EFFORT TO PROVIDE THE MOST COST EFFICIENT PROJECT" THIS SET OF PLANS AND SPECS WILL BE DIFFERENT FROM PREVIOSLY 610 PROJECTS, THESE PLANS AND SPECS REFLECT OUR CURRENT STANDARDS AND MET1400S OF CONSTRUCTION AS WELL AS SITE SPECIFIC ITEMS. IT IS THE G.C.'S RESPONSIBILITY TO FAMILIARIZE THEMSELF WITH THESE DOCUMENTS, AND THAT THEIR BID BE BASED SOLELY ON THE CONTENTS WITHIN THESr BID DOCUMENT`_,. - REFER TO ENVIRONMENTAL HEALTH NOTES ON THIS SHEET FOR THE REQUIRED ITEMS REGARDING EACH RELATED TRADES. VICINITY MAP ew,C�,,;� raVner I .11. I � � _ii._. �- , - !i -- � - TIT- !7 - �•" -Ti t ill ii,nl unl n !, i:l'j{- I,..ii�tr,nnit rt� n,Ins+ll,,,11�I1�, ,liu,I,,,,ln„lu, IIu,In (nl�!l, il 8W Tiny INDEX TO DRAWINGS NO. SHEET TITLE T-- 1 TITLE SHEET C-1 ALTA SURVEY C•-2 GRADING PLAN C-3 UTILITY PLAN C-4 NOES & DETAILS SHEET I_ - 1 LANDSCAPE PLAN L-2 IRRIGATION PLAN L--3 LANDSCAPE AND IRRIGATION DETAILS A- i SITE PLAN A- 2 SITE DETA'.LS A--3 FLOOR PLAN &. DETAILS A-4 � 1 - A-5 1, A-6 REFL.FCTED CEILING PLN & DETAILS ,L ROOF PLAN Sc DETAILS A-8 SECTION`:; &. DETAILS tY_t1t�J AYr ��n A-10 DETAILS A-1 1 -- W 1111th Ave COUNTER ELEVATIONS & DEAILS R WINDOW, DOOR, FINISH., lv1ATERIAL SCHEDULE & DOOR TYPES ew,C�,,;� raVner I .11. I � � _ii._. �- , - !i -- � - TIT- !7 - �•" -Ti t ill ii,nl unl n !, i:l'j{- I,..ii�tr,nnit rt� n,Ins+ll,,,11�I1�, ,liu,I,,,,ln„lu, IIu,In (nl�!l, il 8W Tiny INDEX TO DRAWINGS NO. SHEET TITLE T-- 1 TITLE SHEET C-1 ALTA SURVEY C•-2 GRADING PLAN C-3 UTILITY PLAN C-4 NOES & DETAILS SHEET I_ - 1 LANDSCAPE PLAN L-2 IRRIGATION PLAN L--3 LANDSCAPE AND IRRIGATION DETAILS A- i SITE PLAN A- 2 SITE DETA'.LS A--3 FLOOR PLAN &. DETAILS A-4 EXTERIOR ELEVATIONS &. DETAILS A-5 EXTERIOR ELEVATIONS A-6 REFL.FCTED CEILING PLN & DETAILS A-7 ROOF PLAN Sc DETAILS A-8 SECTION`:; &. DETAILS A-9 SECTIONS & DETAILS A-10 DETAILS A-1 1 INTERIOR ELEVATIONS A-12 COUNTER ELEVATIONS & DEAILS A-13 WINDOW, DOOR, FINISH., lv1ATERIAL SCHEDULE & DOOR TYPES S-1 FOUNDATION PLAN, NOTE5 & DE XLI '� S-2 ROOF FRAMING PLAN, NOTES & DETAILS S -3T T S RUC URAL DETAILS S-4 STRUCTURAL DETAILS S-5 STRUCTURAL DETAILS R---1 REFRIGERATION PLAN R-2 REFRIGERATION SCHEDULE AND DETAILS FC -1 FIRE Pr`�T PLAN P--1 PLUMBING SITE PLAN P PLUMBING LEGEND, SCHEDULES & NOTES P___3 PLUMBING, WASTE & `:SENT PLAN / RISER DIAGRAM P-4 PLUMBING GAS & WATER PLAN / RISER DIAGRAM M-1 M 2 M-3 M-4 E-- 1 E-2 E-3 E-4 E-5 E--6 E-7 K-1 K-2 K-3 K-4 K---5 K--6 K-7 K-8 SPECIFICATiO!vS / EQUIPMENT SCHEDULES MECHANICAL_ FLOOR PLAN MECHANICAL ROOF PLAN WIRIN".37 DIAGRAM / HCOD DETAILS r. 6 ca ca X o X C14 L,J LU r �- \ g Ln rrn � 1 ! oD x ,j rn ' O I i. ►- z Ill - L's 171 cV Z CA 0 •d ar a: C, c0 r' /100 (A W W N � Q r,7 UJ r. co i cD m d. Ci_I':.Nl F_ 0 LCJ Z �> LLI 1� It � v'' Ca u.i o•. '.r a.. tQ CC Lu CO C /V CD 1."J:I C) U T -11-.d. Tr 0 4k �% O LLJ Z >• W F- Q til LL Z"5a: Ol:n0 F�ti u.a t: c T � rn , dC CC (]C 1► LIJ t r_. C.) U- ; � fr cis, �, .4.� o � 'er �.� U o d O (n CC O 1 :Q a- I U) l-- z) DRAWING TITLE W �- J UJ h.. W CD REVISIONS SEC i IONS / CURB DETAIL., ATY 4 TI :ARD Approved................. �) Conditionally .Pp( For only the % 'crk asAoobc,ribed PERMIT NU. _- AI -60100 ELECTRICAL SITE PLAN ee Letter k) FoIIow/.�...................... i MAIN SWITCHBOARD ,/ PANEL SCHEDULE ttac'MW....................... J �c SINGLE LINE PAGRAM Job Address: 1:3y: - Lam_ Date: E' ECTRICAL POWER PLAN FOOD PREP DETAIL / GRIDDLE WALL DTL. CONTROL DIAGRAM STAMP .,V ELECTRICAL LIGHTING PLAN C 1, (i`��' ELECTRICAL ROOF PLAN �.�� c^� R. K ELE.^,TRICAL SCHEDULE, SYMBOL 7i LIST ,fit DIAGRAM rI E AV E n T 4/If�Rfi40N EQUIPMENT PLAN EQUIPMENT PLUMBING PLAN PROI'0 DATE 2-15-99 EQUIPMENT ELECTRICAL PLAN SUBMITTAL Q�`PR 1454 DATE: EQUIPMENT DETAILS EQUIPMENT DETAILS Q EQUIPMENT DETAILS BID DATE: - - ._ __-- EQUIPk,iENT DETAILS CKE N0. 95171 SALAD BAR DETAILS SN- 1 SIGN PROGRAM EKA NO, 98-98 C ---- SCAI_E:_ NONE _.-__.._.. SHEET i-1 i GRAPHIC SCALE m ( IN FEET) r I inch = 20 ft. ,__.r.�- �" -`'.'"'• got of TSBO _ - I�_3 • _. ,. \ SIGN J LANDSCAPING TSWMWM 02) LANDSCAPING ASPHALT PARKING \ I.OT Isl I—N 001011 ( 1Ki, -'01 12144 SW SC14OLLS FI RRY RD Pg 2 of 52 2J5.8 COVERED AREA 1 WA1ER-, METER wv LANDSCAPING I r I BRASS SCREW (PROPERTY �% I 7_H 57IORF, CORNER FOR GREE14"Y TOWN CENTER) 1 ASPHALT PARKING LOT N00"05'45"W \ 75.00' -- o r� POINT OF BEGINNING LEASEHOLD LINE ... _ 8 r ------a o "---- �--= ---- =v vCOVERED AREA I S00"05'45"E 9B 6�1l- ASPHALT PARKING LOT BRASS SCREW (PROPERTY CORNER FOR GREENW%-\ TOWN CFNTE \ 14" MAPLE ''16 Iq Co ?J4• of I 10" MAPLE ❑� tip`' I i Zib 7r ASPHALT PARKING LOT COVERED AREA --- ---------------._—.,-..---- I I i I SUBWAY I I I x zJJ g> 1 1 I ®yJ?98 L'jo �p ASPHALT PARKING LOT ASF ALT PARKING LOT z—. I 01- CO 4 �O� hl I 1 1 I I � SW 121ST CENTER LINE ALTA/AGSM LAND TITLE SURVEY FUTURE CARL'S JR. RESTAURANT TluARD, OREGON LOCATED IN NORTHWEST QUARTER OF SECTION 34, TOWNSHIP I SOUTH, RANGE I WEST, WILLAMETTE NcRIDIAN, Cl' y OF TIGARD, WASHINGTON COUNTY, OREGON 0.24 ACRES 10,496 SCS. F7. RWORD ON: THIS PROPERTY IS A LEASEHOLD WITHIN THE GREENWAY TOWN CENTER, MORE PARTICULARLY DESCRIBED IN WASHINGTON COUNTY DOCUMENT NO. 79035212 AS: BEGINNING AT A POINT ON THE EAST RIGHT OF WAY OF THAT CERTAIN STREET KNOWN AS S.W. 122 AVENUE (NOW VACATED); SAID POINT BEING 11"'PTH 89'54'50" EAST 1077.94 FEET AND NORTH 0'5'42" WEST 635.10 FEET FROM THE W RTER CORNER OF SAID SECTION 34; THENCE NORTH 89'52'27" EAST 4 FEET; THENCE IvvnIH 0'5'45" WEST 180 FEET ALONG SAID RIGHT OF WAY 180 FEET TO A POINT; THENCE NORTH 89'52'27" FAST 20 FEET, PARALLEL TO THE CENTERLINE OF SPRINGWOOD DRIVE TO A POINT ON CENTERLINE OF SOUTHWEST 12.2 AVENUE (NOW VACATED); THENCE NORTH 0'5'45" WEST 96 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'5'45" WEST 105 FEET ON AND ALONG SAID CENTERLINE; THENCE NORTH 89'52'27" EAST 72 FEET; THENCE SOUTHEASTERLY ON A CURVE RIGHT RADIUS 28 FEET, LENGTH 21.99 FEET (CHORD BEARS SOUTH 67'37'33" EAST 21.43 FEET); THENCE SOUTHERLY ON A CURVE RIGHT, RADIUS 35 FEET, LENGTH 27.49 FEET (CHORD BEARS SOUTH 22'37'33" EAST 26.79 FEET); THENCE SOUTH 0'5'45" EAS! 71.98 FEET; THENCE SOUTH 89'52'27" WEST 102 FEET TO THE POINT OF BEGINNING, COMPRISING 0.237 ACRES MORE OR LESS. ZONING INFORMATION FLOOD ZONE DESh3NATION: FLOOD ZONE C, ARF-, OF R"fNIMAL FLOCIDINC, FLOM INSURANCe RATE MAP 410276 0002 B, DATED MARCH 1, 1982 ZONING: ZONE CG (GENERAL (.)MMERCIAL) "TITLE REPORT: TITLE REPORT FOR THIS PROPE'TM S'UPP'LIED BY FIDELITY NATIONAL TITLE COMPANY OF OREGON, DATED SEPTEMBER 22, 1998, ORDER NO. 01-110528-28 CERTIFICATION: I HEREBY CERTIFY TO CARLS JR. AND TICOR TITLE COMPANY OF OREGON THAT THIS PLAN WAS PREPARED FROM ACTUAL SURVEY OF THE PREMISES ON THE GROUND; THAT THE SAME SHOWS THE LOCATION OF THE BOUNDARIES, AND ALL, IMPROVEMENTS THEREON; THAT THE DIMENSIONS OF THE IMPROVEMENT'S AND THE LOCATION THEREOF WITH RESPECT TO THE BOUNDARIES ARE AS SHOWN; THAT THERE ARE NO Er'!C'P,OACHMENTS BY IMPROVEMENTS APPURTENANT TO ADJOININ;; PREMISES UPON SUBJECT PREMISES UNLESS SHOWN HEREON; AND THAT ANY EASEMENTS APPARENT FROM A VISUAL INSPECTION ARE DELINEATED HEREON. DATE: 1 '1-5-98 DATE OF SURVEY: 11-3--98 AND 11-4-98 UTILITY INFORMAVHON: THE LOCATION AND OESCRIP11ON OF EXISTING UTILITIES SHOWN ON THIS MAP ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENG114EER DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO DIGGING OR GRADING. THE CONTRACTOR SHALL CALL FOR A FIELD MARKING OF UTILITIES AT (800) 332-2344. BENCH MARIA DATA NATIONAL. GEODETIC SURVEY TRIANGULATION STATION BENCH MARK (ELEVATION: 238.00 FEET), "HITEON 1946," ON CENTFR LINE OF VACATED SW 122ND, SOUTHWEST OF SITE EAMEM ENT INFOR AMON: EASEMENT FOR MAINTENANCE OF NATIONAL GEODETIC SURVEY STATION "HITEON 1946," RECORDED 2/2/79 AS FEE NO. 79004576, AFFECTS 'THE WESTERLY 20 FEET OF THE VACATED SW 122ND AVENUE; THIS EASEMENT AFFECTS THE 20 FEET IMMEDIATELY WEST OF THE POTENTIAL CARL'S JR, PARCEL AND IS NOT WITHIN THE POTENTIAL CARL'S JR, BOUNDARY EASEMENT FOR INGRESS AND EGRESS BETWFE'" THE PARCELS OF GREENWAY TOWN CENTER RECORDED JUNE 22, 1979, AS RECORDER'S NO. 79024332, AND AMENDED MARCH 28, 1980. AS RECORDER'S NO. 80010910 ALLOWS PAPKiNG AND PASSAGE OF MOTOR VEHICLES THROUGHOUT THF SHOPPING CFNTER LEGEND 0 BRASS SCREW LIGHT POLE L'i , POWER POLE SIGN POST WM 0 WATER METER 0 BOLLARD v FIRE HYDRANT Q TRAFFIC SIGNAL POLE MN m WATER VALVE n SANITARY SEWER MANHOLE — PL ---- OVERHEAD LINES 0) STORM DRAIN MANHOLE GV GAS VALVE 46 BRASS CAP ❑ CATCH BASIN o CLFANOUT ORTRAFFIC SIGNAL - SS------ SANITARY SEWER UNE 0 - — o --- CHAIN L -INK FENCE ---- S11----- STORM DRAIN LINE W -- -- -- WATER LINE go TREE TSB❑ TRAFFIC SIGNAL BOX MAIL MAILBOX Q 'TELEPHONE MANHOLE — 0 - CHAIN LINK FENCE ® TELEPHONE PEDESTAL If this noficp al)llcars clearer than Ihr, JUN Q 2 2000 t mlc,rohl1I cd dliV untcnl, the d cttmenl Is of nt'tr Inti - 1 1 I I r I r I IIII�INCH I �) IrtADs<�I0IcxilNi► I I�I�ijllllll �'I�lI!,II!jililll',ililj:�l�I11`!�i�iili'; ;i� •►ill .I Iji; '' ljljijlillijl i ijili(ijl� ; II�Ijlil) �Ijil , 'j jII ! jl'i Iiil;�lij,llll� ��_� jr�`' ;s�:' , �uo_ � 77 �. _...�. �,., ��:i IA.': ,,• x li I III!! 11 III 1 111!1 111 I illli 11n1n, I 1 lilt 'I ili) I u !Till! ( Iii i' °Til •1_ ' ,I„ , !' ,1. 1 ••I. ••.I, nnnl 1 111111 I nll 1 II I 1 llnu 111111 nl t s....a„ �Illl�llli�llllll+ I I! .I Lel! I ,jIL1, I,Ijl., ,.!llj.,,! ,il...111 , ..l,I,i, ,III ,...I••I•,.I!l.I1: „Il1i1111 jl i11 I! :�:II I i � I ! , �; 11, �., • , . •. . .i i . li u u !I I1 I jl I !11 ,II illth lji:,Ili{! „� „ 111111j1„ : .11111,1111,1lI111!',1l,1111111111111lIIL 11j,111111{1111111!!M� � , •.. ---- 1 - - r V Z11 1� 049 zd wz Q zw M r N tl•y acs rh 0 rx � o 0) 1 � o CLIENT z LI w !y p CD CL c) O <L co 'T tz w U Y i 00 0 D opt,. 0 Q m o U `t u � Q a=. G U) O PROJECT 0 0 v. w Cc Fn W Z t► w W 0 w -j W J CC w a Q .0 � UC/) C Cl- CJ1 I- --D DRAWING TITLE A h\ - — 2 BID DATE: CKE NO. STAMP REGISTE ED P FES OPAL L D S VEYOR - E ON JULY 1 199;' HARRI HYMAN EXPIRES JUNE 30, 1999 PROTO DATE: BLDG SUBMITTAL DATE: - — 2 BID DATE: CKE NO. EKA N0. SCALE: 1"=20' SHEET C�l \ 0 TSB O INSTALL SEDIMENTATION FENCE, SEE DETAIL THIS SHEET O/ WM 226 -LAMDSA EXISTING CATCH BASIN. / /� I � � � � � I 7—H STORE I I 1 1 \ / PROTECT INLET FROM l SEDIME�ATION. SEE r I l BIO -BAG DETAIL THIS r/ LAN�,�CAPING l� r// /,� I I I 1 \ 1 LAND `CAPING 4 \ o -- O, LISTING CATCH BASIN / ?OTECT INLET FROM 'DIMENTATION, SEE I \ D -BAG DETAIL THIS, LEFT I \ \ I \ I \ \ ,_j I >\ BLIP 99 00160 CARL'S JR 12.144 SW SCROLLS FERRY RD Pg 52 of 52 o SUBWAY 9 BARB'S POSTAL PLUS NOTES: -SPOT ELEVATIONS ARE TOP OF CURB UNLESS OTHERWISE SPECIFIED -EXISTING CONTOURS ARE FADED -PARKING LOT SECTION: 4" CLASS "C" ASPHALT OVER 6" AGGRFGk,TE BASE OVER 9" COMPACTED SUBGRAD'- (95% MODIFIED PROCTOR AASHTO T--1 pn). --SIDEWALK SECTION: SEE SHEET A-2 FOR DETAIL - CONCRETE PAD: 5" PCC OVER 4" OF 3/4"-0 AGGREGATE BASE OVER 9" COMPACTED SUBGRATE (905 ASTM T-99) -AREA OF NEW ASPHALT IS HATCHED i ' � � , . .. � ..gin., • ..� - _ ., .1 ::+. � .. , . a....... -.1 oew+a:. / / ASP-+1ALT PARKING / / LOT / LEGEND: Q IRON ROD LIGHT POLE. `ZL POWER POLE ® TELEPHONE BOX. WM [] WATER METER TREE FIRE HYDRANT a-- SIGN POST WV WATER VALVE BOLLARD ® BIO -BAG (0) TRAFFIC SIGNAL POLE GV m GAS VALVE S SANITARY SEWER MANHOLE ❑ CATCH BASIN 0 STORM DRAIN MANHOLE MONITORING WELL coo CLEANOUT tS8❑ TRAFFIC SIGNAL BOX DIRECTION OF SURFACE FLOW O TEL-- ')NE MANHOLE — — — - — -- SAWCUT LINE Ami If this notice appears cle;u•er Ih.u> the document, the rinctimew is of murgi ial gtialily. .rr-1 ......... . ... .... .... , .-.... .. . . - MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT CATC h BASIN NTS I GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) I inch = 20 it. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL GUIDANCE HANDBOOK (ECHB) DATED FEBRUARY 1994. THE MINIMUM EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE AS FOLLOWS: 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 3. THE IMPLEMENTATION C ,F THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTI! ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH A. -L CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTI';IPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AIJD SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL. MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT [ADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALT. REINSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR 'VEGETATION IS REESTABLISHED. 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 12. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED AS SOON AS GRADING IS COMPLETED FOR EACH PHASE OF CONSTRUCTION. 13. STRAW BALES MAY BE NEEDED TO REDUCE `vELOCITY OF RUNOFF iF SHEET FLOWS BECOME CHANNELLED. ADDITIONAL LAYERS OF SEDIMENT FENCE SHALL BE CONSTRUCTED NEAR THE OUTLET OF 'rHESL AREAS. AREA DRAIN (0)1- a SECTION A -A _DITCH INET NTS -- � s CI c noecr.iucorrrnnc no.n, ,.� .... J U N 0 2 2000 1TTi��rc�lilnl��cl - - L_�1 I i tr - 1:1t 1111111 ...III,!!11!!IiliiiI ,ilji;;,;,I,Illll�Illrr - _ 3 illl„; „I,ll,�1,,,a111!n,jln In11111'i!11 11,1,1;11111111!„til . Illllil••, 1 ,111, �,,. t.,11111r� 1 !! FLOW FLOW DITCH BOTTOM NTS Biofilter Bags Temporary Detail Drawing 3-7D USE STITCHED LOOPS FILTER FABRIC MATERIAL FILTER OVER 2" x 2.11 POSTS IN 36" I WIDE ROLLS FABRIC MATERIAL -� .o -N I � CN I 6 _ 6 MAX. SPACING FRONT VIEW SIDE VIEW ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED INTERLOCKED 2" x 2" POSTS TOP HEW A14D ATTACH - NOTES: 1. BURY BOTTOM OF FILLER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2" x. 2" FIR, PINE, OR STEEL FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED ON DOWNHILL SIDE OF SLOPE. 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH. SEDIMENT FENCE U z Z W W z N �x �o r7 f.1 N / a wI / z O Ce ` CLLJrj xa) / � a I c7 � J N O z O cy) t II❑ BLIP 99 00160 CARL'S JR 12.144 SW SCROLLS FERRY RD Pg 52 of 52 o SUBWAY 9 BARB'S POSTAL PLUS NOTES: -SPOT ELEVATIONS ARE TOP OF CURB UNLESS OTHERWISE SPECIFIED -EXISTING CONTOURS ARE FADED -PARKING LOT SECTION: 4" CLASS "C" ASPHALT OVER 6" AGGRFGk,TE BASE OVER 9" COMPACTED SUBGRAD'- (95% MODIFIED PROCTOR AASHTO T--1 pn). --SIDEWALK SECTION: SEE SHEET A-2 FOR DETAIL - CONCRETE PAD: 5" PCC OVER 4" OF 3/4"-0 AGGREGATE BASE OVER 9" COMPACTED SUBGRATE (905 ASTM T-99) -AREA OF NEW ASPHALT IS HATCHED i ' � � , . .. � ..gin., • ..� - _ ., .1 ::+. � .. , . a....... -.1 oew+a:. / / ASP-+1ALT PARKING / / LOT / LEGEND: Q IRON ROD LIGHT POLE. `ZL POWER POLE ® TELEPHONE BOX. WM [] WATER METER TREE FIRE HYDRANT a-- SIGN POST WV WATER VALVE BOLLARD ® BIO -BAG (0) TRAFFIC SIGNAL POLE GV m GAS VALVE S SANITARY SEWER MANHOLE ❑ CATCH BASIN 0 STORM DRAIN MANHOLE MONITORING WELL coo CLEANOUT tS8❑ TRAFFIC SIGNAL BOX DIRECTION OF SURFACE FLOW O TEL-- ')NE MANHOLE — — — - — -- SAWCUT LINE Ami If this notice appears cle;u•er Ih.u> the document, the rinctimew is of murgi ial gtialily. .rr-1 ......... . ... .... .... , .-.... .. . . - MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT CATC h BASIN NTS I GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) I inch = 20 it. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL GUIDANCE HANDBOOK (ECHB) DATED FEBRUARY 1994. THE MINIMUM EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE AS FOLLOWS: 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 3. THE IMPLEMENTATION C ,F THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTI! ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH A. -L CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTI';IPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AIJD SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL. MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT [ADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALT. REINSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR 'VEGETATION IS REESTABLISHED. 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 12. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED AS SOON AS GRADING IS COMPLETED FOR EACH PHASE OF CONSTRUCTION. 13. STRAW BALES MAY BE NEEDED TO REDUCE `vELOCITY OF RUNOFF iF SHEET FLOWS BECOME CHANNELLED. ADDITIONAL LAYERS OF SEDIMENT FENCE SHALL BE CONSTRUCTED NEAR THE OUTLET OF 'rHESL AREAS. AREA DRAIN (0)1- a SECTION A -A _DITCH INET NTS -- � s CI c noecr.iucorrrnnc no.n, ,.� .... J U N 0 2 2000 1TTi��rc�lilnl��cl - - L_�1 I i tr - 1:1t 1111111 ...III,!!11!!IiliiiI ,ilji;;,;,I,Illll�Illrr - _ 3 illl„; „I,ll,�1,,,a111!n,jln In11111'i!11 11,1,1;11111111!„til . Illllil••, 1 ,111, �,,. t.,11111r� 1 !! FLOW FLOW DITCH BOTTOM NTS Biofilter Bags Temporary Detail Drawing 3-7D USE STITCHED LOOPS FILTER FABRIC MATERIAL FILTER OVER 2" x 2.11 POSTS IN 36" I WIDE ROLLS FABRIC MATERIAL -� .o -N I � CN I 6 _ 6 MAX. SPACING FRONT VIEW SIDE VIEW ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED INTERLOCKED 2" x 2" POSTS TOP HEW A14D ATTACH - NOTES: 1. BURY BOTTOM OF FILLER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2" x. 2" FIR, PINE, OR STEEL FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED ON DOWNHILL SIDE OF SLOPE. 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH. SEDIMENT FENCE CLIENT U z Z W W z N �x �o r7 f.1 N a wI z O Ce ` CLLJrj xa) � a m c7 � J CLIENT Z W vi wI O Ce ` CLLJrj � a c7 � J N O z O cy) Uv Cv) LLl ~ ULLIZ Lu Q IZ -, Er - 0 cn U PROJECT 0 �1T O z cc � C w aL rz L1. w O Wab �u U �w l� w s C0 V V� LLL z J `D^ �� 'SCS z Ui I— DRAWING TITLE = _ � rEVISIONS 1 465 OREGON R R� VALID THROUGH 12-31-00 P, OTO DATE: BLDG. SUBMITTAL C� APR 9 1999 DATE: - BID DAIF: A-- CKE N0. EKA N0, SCALE: 1 "=20' SHEET — ---- C-2 .� VOA SSL SW SC1050 T%0 -. Q LANDSCAPING TSS WM - --- Y _1 �..-- REPLACE EXISTING / .""r ... .., WATER METER WITH ---s_� ___ �. --a ....... • -Y��__ NEW 1- 1/2' METER-' (WORK TO BE DONE BY LANDSCAPING .... ,....�� — 4 TI6ARD WATER DEPT.) --- ® J EXISTING CATCH BASIN, 0' F.. PROTECT INLET FROM SEDIMENTATION, ;GEE 1 ..��~ BIO --BAG DETAIL THIS LANDSCAPING SHEET INSTALL 28 LF OF 2' PVC FOR WATER SERVICE CO i- L= ,V - 0 r0 Ll SS "X. SANITARY INE SS' SS INSTALL 100 LF', DF 2" PVC FOR WATER SERVICE INSTALL BACKFLOW PREVENTION DEVICE (SEE /NDSCAPING p i BIA►RFS POSTAL PLUS SS LANDSCAPING, CS O� a INSTALL 100 LF', DF 2" PVC FOR WATER SERVICE INSTALL BACKFLOW PREVENTION DEVICE (SEE /NDSCAPING p i BIA►RFS POSTAL PLUS SS LANDSCAPING, ASPHALT PARKING LOT 111 !! n SS I GRAPHIC SCALE 10 20 40 ( IN FEET ) I inch 20 ft. SANITARY SSIEWER sysrE VI NOTES: Efl POINT OF CONNECTION OF 4" CLEAR WASE LINE WITH BUILDING, LEAVILrG BUILDING AT ELEVATION -231.80 (COORDINA'E WITH INTERIOR PLU'kABING PLANS) (� INSTALL 22 LF OF 4" PVC AT S-0.02 0 INSTALL CLEANOUT, IEr231.36 (SEE DETAIL SHEET) ® INSTALL 12 LF OF 4" PVC AT APPROPRIATE SLOPE TO MEET EXISTING SANITARY SEWER LATERAL (SEE NOTE #6) CUT EXISTING SANITARY SEINER LATERAL AT THIS POINT AND INSTALL CLEANOUT AT EXISTING LATERAL ELEVATION (SEE DETAIL SHEET) ® EXISTING SANITARY SEWER LATERAI. LOCATION, TO BE FIELD VERIFIED BEFORE BEGINNING SANITARY SYSTEM CONSTRUCTION 7� POINT OF CONNECTION OF 4- GREASE WASTE UrvE WITH BUILDING, LEAVING BUILDING AT EL-VAION-231.80 (COORDINATE WITH INTERIOR PLUMBING PLANS) ® INSTALL 12 LF OF 4" PVC AT S-0.02 INSTALL 1000 GALLON GREASE INTERCEPTOR RIM -235.85 IE IN (N)-231.56 ;E OUT (S)-231.26 INSTALL 3 LF OF 4" PVC AT APPROPRIATE SLOPE TO MEET SANITARY LINE I;V NOTE #4 !0 SPORM DRAIN SYSMA NOrI' & 11 REMOVE EXISTING CATCH BASIN AND CAP AND PLUG LINE INSTALL CATCH BASIN (SEE DETAIL SHEET) RIM -232.80 IE -229.80 INSTALL 21 LF OF 6' PVC AT S-0.22 AND CONNECT TO EXISTING STORM DRAIN UNE WITH WYE LOCATION OF EXISTING 12" STORM DRAIN LINE (ACCORDING TO AS BUILT RECORDS) 1' REMOVE EXISTING CATCH BASIN AND INSTALL CLEANOUT ni INVERT ELEVATION (SEE DETAIL SHEET) 16 INSTALL CATCH BASIN (SEE DETAIL SHEET) AND INSTALL 3 LF OF 6' PVC, ATTACHING TO CLEMIOUT IN NOTE #15 RIM -235.30 IE.232.80 Q EXISTING STORM DRAIN UNE (ACCORDING TO AS BUILT RECORDS) 3" ROOF DRAIN LINE LOCATION, CONNECT TO STORM DFiVN LINE IN NOTE 021 AT ELEVATION -232.80 1® 3' ROOF DRAIN LINE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE /21 AT ELEVATION -232.38 3" ROOF DRAIN UNE LOCATION, CONNECT TO STORM DRAIN UNE IN NOTE #23 AT ELEVATION -232.80 INSTALL 57 LF OF 6' PVC AT S-0.01, CONNECTING TO CLEANOUT IN NOTE /22 AT ELEVATION -232.23 INSTALL. CLEANOUT (SEE DETAIL SHEET), IE -232.23 INSTALL_ 9 LF OF 3' PVC AT S-0.063, CONNECTING TO CLEANOUT IN NOTE #22 AT ELEVATION -232.23 ® INSTALL 13 LF OF 6' PVC AT APPROPRIATE SLOPE TO MEET CLEANOUT IN NOTE #15 I 3' ROOF DRAIN UNE LOCATION, INSTALL CLEANOUT (S;EE DETAIL SHEET) IE -232.30 ® INSTALL 86 LF OF 6" PVC AT S-0.01 ® 3' ROOF DRAIN UNE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #26 AT ELEVATION -232.01 .3" R^^r DRAIN .INE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #26 AT ELEVATIV,4=231.54 INSTALL CLEANOUT, SEE DETAIL Sw'i ET IE=231.44 ® INSTALL 24 LF OF 6' PVC AT S-0.22 TO CONNECT TO EXISTING STORM DRAIN LINE AT ELEVATION -227.18 (APPROXIMATE) EXISTING CATCH BASIN, TO BE REMOVED, CAP AND PLUG UNE i O� EXISTING CATCH BASIN, INLET FROM it -PROTECT SEDIMENTATION, SEE II 810 -BAG DETAIL THIS SHEET WM [� II ASPHALT PARKING LOT 111 !! n SS I GRAPHIC SCALE 10 20 40 ( IN FEET ) I inch 20 ft. SANITARY SSIEWER sysrE VI NOTES: Efl POINT OF CONNECTION OF 4" CLEAR WASE LINE WITH BUILDING, LEAVILrG BUILDING AT ELEVATION -231.80 (COORDINA'E WITH INTERIOR PLU'kABING PLANS) (� INSTALL 22 LF OF 4" PVC AT S-0.02 0 INSTALL CLEANOUT, IEr231.36 (SEE DETAIL SHEET) ® INSTALL 12 LF OF 4" PVC AT APPROPRIATE SLOPE TO MEET EXISTING SANITARY SEWER LATERAL (SEE NOTE #6) CUT EXISTING SANITARY SEINER LATERAL AT THIS POINT AND INSTALL CLEANOUT AT EXISTING LATERAL ELEVATION (SEE DETAIL SHEET) ® EXISTING SANITARY SEWER LATERAI. LOCATION, TO BE FIELD VERIFIED BEFORE BEGINNING SANITARY SYSTEM CONSTRUCTION 7� POINT OF CONNECTION OF 4- GREASE WASTE UrvE WITH BUILDING, LEAVING BUILDING AT EL-VAION-231.80 (COORDINATE WITH INTERIOR PLUMBING PLANS) ® INSTALL 12 LF OF 4" PVC AT S-0.02 INSTALL 1000 GALLON GREASE INTERCEPTOR RIM -235.85 IE IN (N)-231.56 ;E OUT (S)-231.26 INSTALL 3 LF OF 4" PVC AT APPROPRIATE SLOPE TO MEET SANITARY LINE I;V NOTE #4 !0 SPORM DRAIN SYSMA NOrI' & 11 REMOVE EXISTING CATCH BASIN AND CAP AND PLUG LINE INSTALL CATCH BASIN (SEE DETAIL SHEET) RIM -232.80 IE -229.80 INSTALL 21 LF OF 6' PVC AT S-0.22 AND CONNECT TO EXISTING STORM DRAIN UNE WITH WYE LOCATION OF EXISTING 12" STORM DRAIN LINE (ACCORDING TO AS BUILT RECORDS) 1' REMOVE EXISTING CATCH BASIN AND INSTALL CLEANOUT ni INVERT ELEVATION (SEE DETAIL SHEET) 16 INSTALL CATCH BASIN (SEE DETAIL SHEET) AND INSTALL 3 LF OF 6' PVC, ATTACHING TO CLEMIOUT IN NOTE #15 RIM -235.30 IE.232.80 Q EXISTING STORM DRAIN UNE (ACCORDING TO AS BUILT RECORDS) 3" ROOF DRAIN LINE LOCATION, CONNECT TO STORM DFiVN LINE IN NOTE 021 AT ELEVATION -232.80 1® 3' ROOF DRAIN LINE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE /21 AT ELEVATION -232.38 3" ROOF DRAIN UNE LOCATION, CONNECT TO STORM DRAIN UNE IN NOTE #23 AT ELEVATION -232.80 INSTALL 57 LF OF 6' PVC AT S-0.01, CONNECTING TO CLEANOUT IN NOTE /22 AT ELEVATION -232.23 INSTALL. CLEANOUT (SEE DETAIL SHEET), IE -232.23 INSTALL_ 9 LF OF 3' PVC AT S-0.063, CONNECTING TO CLEANOUT IN NOTE #22 AT ELEVATION -232.23 ® INSTALL 13 LF OF 6' PVC AT APPROPRIATE SLOPE TO MEET CLEANOUT IN NOTE #15 I 3' ROOF DRAIN UNE LOCATION, INSTALL CLEANOUT (S;EE DETAIL SHEET) IE -232.30 ® INSTALL 86 LF OF 6" PVC AT S-0.01 ® 3' ROOF DRAIN UNE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #26 AT ELEVATION -232.01 .3" R^^r DRAIN .INE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #26 AT ELEVATIV,4=231.54 INSTALL CLEANOUT, SEE DETAIL Sw'i ET IE=231.44 ® INSTALL 24 LF OF 6' PVC AT S-0.22 TO CONNECT TO EXISTING STORM DRAIN LINE AT ELEVATION -227.18 (APPROXIMATE) EXISTING CATCH BASIN, TO BE REMOVED, CAP AND PLUG UNE a if this notice appears clearer 111.1111 file JUN 0 Z ��QQ docnmew, the document 1s of mal -011.11 ltualiIN. 11141,01) lim'd ,_ ,�1jll !l�,II I,,��i ,+. ;,i i�l� ;t�,jl; , till �O {ij� ! 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SCALE: 1 n' SHEET Ci3� 12" BEHIND SIDEWAU( GENERAL NOM OF CNR64fEN.'SINN ENGQVFFRITIt3, W. - OR BENIODs DUKE GENI?RAL COIVTXTR AS I� * 1'IV C11Y OF 'Ik ARD ` - 1 ALL WORK TO CONFORM TO THE LATEST EDITION OF THE CITY OF TIGARD, Wa3F1lfN'.1 I V v CC N*Y, TME UNIf1Eo SEWER AGrNCT. Aldo ORE'GOItf CHAPTEV A.IJ`.W:A. STANDARDS AND SPECIFICATIONS, AND THE CONTRACT SPFCIAL.. 2. THE CONTRACTOR SHAD_ PROCURE AND CONFORM TO ALL CONSTRUCTION PRCVISiONS. 3. WORK HOURS Of ALL FACELIILES. TO t3E DONE auWE.Ek 7AXI AM AND QARKkESi. 4. ALL EXISTING FACILITIES TO BE MAINIAINEU IN PLACE BY THE CONTRACTOR, UNLES- OTHERWISE SHOWN OR DIRECTED. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, AND PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. 5. THEATI LOCATION AND [HE c DESCRIPTION OF EXISTING UTILITIES SHOWN ON THE PIAN,, ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THF. ENGINEER G' r_S NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. PIE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES. PRIOR TO D'GGING, THE COINTRAEI OR SHALL CALL FOR UTILITY L04 ATE AT (5L?3} 246--66rj9; 6. TN[: CONTRACTOR SHALL ERECT AND MAINTAIN ALL TRAFFIC CONTROL DEICES. CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE MANUA!. OF tINIFORM I RAFFIC CONTROL DEVICES, THE CITY OF TIGARD, WASHINGTON COUNTY, ANL' OTHER DISTRICT REQUUtEM I NTS. LOCAL AND EMERGENCY ACCES.', SHALL_ BE "NTPJNED At ALL TIMES. 7 NO TREES GREATER THAN 6 INCHES IN DIAMETER SHALL BE REMOVED WITHOUT AUTHORIZATION BY 1HE CITI' OF TIGARD. PRIOR TO CONSTRUCTION, A PHYSICAL BARRIER SHALL BE PLACED ANV MAINTAINED COINCIDENTAL WITH THE DRIPLINES OF TREES *OT MIAIWE'D T(BE RFA OYEi) OF GRWER THAI 6 INCHES IN DIAMETER: 8. NO CONSTRUCTION VEHICLES SHALL BE ALLOWED TO ACCESS OR OEPART THE SITE, EXCEPT VIA THE PROPOSED GRAVEL ENTRANCE, WITHOUT PRIOR APPROVAL OF THE CITY OF TIGARD 9. THE PARKING OF CONSTRUCTION VEHIC_ES SHALL BE LIMITED TO THE SITE ONLY, UNLESS OTHERWISE APPROVED BY THE CITY OF TIGARD. 10. NO CONSTRUCTION MATERIALS SHALL BE PLACE OR STORED WITHIN THE RIGHT -OF --WAY OF ANY PUBLIC RIGHT-OF-WAY. MR -M AND SAI'IIrTARY N077& 1. ALI_ WORK AND MATERIALS TO CONFORM TO THE LATEST EDITION OF THE CITY OF ItGARV AND U!3* STAW)AROS ANt) SPfMtCATKV" 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO STARTING CONSTRUCTION. 3. ALL CONCRETE MANHOLES SHOWN ON THE PLANS ARE 48 INCHES MINIMUM DIAMETER AND CONFORM TO USA STANDARDS. MANHOLE EXTENSION RINGS SHALL BE LIMITED TO MAXIMUM OF TWELVE INCHES TOTAL.. 4 ALL BACKFILL IN THE RIGHT--OF-WAY SHALL COMPLY WITH THE CITY OF TIGARD OR WASHINGTON COUNTY PUBLIC WORKS STANDARDS. � SUBSEQUENI SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED 10 BE A RESULT OF 'MPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THC CONTRA TOR AT NO EXPENSE TO THE OWNER. 6. ALL SEWER LINES ARE TO BE AIR TESTED PER S;CIION 6.05.4 OF THE USA STANDARD SPECIFICATIONS. ALI MANHOLES THAT kEOUIRED HYDROSTATIC TESTING SHALL BE TESTED IN ACCORDANCE WITH SECTION 6.05.3 OF THE USA STANDARD SPECIFICATION 7 ENGINEER PCS£RVCS TW RFf'Hr TO ADJUST GRADIS OR ALICWMENT TO ACCOMMODATE OTHER UTILITIES AS REQUIRED. 8, ALL P.V.C. SEWER PIPE SHALL. CONFORM 1`0 ASTM 3034 OR ANSI A21.50-1 SPECIFICATIONS. 9. ALL STORM PIPE SHALL BE EITHER PVC AS NOTED ABOVE OR CLASS 50 (D.I.P.) AND SHALL CONFORM TO ASTM 3034 OR ANSI A21.50-1 SPECIFICATIONS. 1aA M NOIS 1 AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2• THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONS"RUCTION SITE AT ALL TIMES. 3. CURBS MUST BE IN PLACE PRIOR TO INST:AL.f1.TIQN , OF WATER MAINS WITHIN NEW SUBDIVISIONS 4. NOTIFY T?W, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A PRE --CONSTRUCTION MEETING. TELEPHONE 639-4171 5. ALL WORK SHALL BE IN ACCORDANCE" WITH AWWA (AMERICAN WATER WORKS ASSOCIA110N )STANDARDS. 6 ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. f. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT -LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "MON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL_ JOINT') UNLESS OTHERWISE SPECIFIED. 8 COVER FOR ALL WAGER MAINS IM STREET AND R"TS-OF-WAY SHALL BE 3C. BACKFILL. SHALL BE 3/4"-0" GRAVEL. 9, ALL VALVE -OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIO,AS WILL BE REQUIRED. 10. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" PIG. (FLANGE) TEE, 6" PIG. X MJ GATE VALVE, 6" MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4* MVO, 3 --PORT (2-21/2" NST HOSE CONNECTION, 1--4'/Z" NST PUMPER), LL/Z" r�ENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUSPACER 6790, CLEW MEDALLION 1 1. EACH FIRE HYDRANT SHALL. BE INSTALLED UPON A PRE -FORMED CONCRETE BLOCK WITH L'/Z CUBIC YARDS OF CRUSHED 2" - 3•-" DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING, WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 13. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI, WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIi,1UM LOSS OF 5 PSI. 14. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL. BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE W ACCORDANCE WITH ANIWA STANDAR*) C051-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE -WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40--50 MG/I_ (MILLIGRAMS PER LITER), THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM, KYPOCHLOWTE AND WATER SOLl1T" 470 THE PIPE. INE AT A MEASURED RAPE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE -WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED(CHLORINATED) WATER SHALL BE RETAINED IN T14E PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD. THE PIPEUNE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MCS/L. AFTER SATISFACTORY CHLORINATION,FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVc-D MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER' SN"SFACT'ORY METPICT)S OF KtUU1L; CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ, AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR To BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. BENCH MARK DATA: NATIONAL GEODETIC SURVEY TRIANGULATION STATION BENCH MARK (ELEVATION: 238.00 FEET), "HITEON 1946," ON CENTER LINE OF VACATED SW 122ND, SOUTHWEST OF SITZ 131-111 99 00160 (:ART'S JR 12144 SW SCROLLS FERRY RD Pg 4 of 52 1. THE CITY'S STANDARL SPECIFCATION FOR IRA -FIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOF STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, F.H.A , 1988 E0. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE C014TRACTOR IN ACCORDANCE 7 S' WITK TWE C'ITTIS" STmirim PECIFr-_(FrAND, ALSO, IN ACCORDANCE VCrri-T A rirr (JOB SPECKIC) APPROVED TRAFFIC CONTROL PLAN A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT TPE WORK AREA. 3, PUBLIC ROADWA' SHALL NOT BE CLOSED TO TRAFFIC, A` ANY TIME, WITHOUT HAVING FIRST OBIA"D N64TTIFU APPROVAL WRIT EU APPROVAL FROM- TNG CIT{ IsOIGIN 69, r THE PERMIT HOLDt R IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DiSROPnONS 10 AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TIJALATPI TIRE 8 RESCUE) AND TO TRI --MET AND TIGARD SCHOOL. DISTRICT. 4, ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SEIALL BE PROVIDED TO THE (.NERAL MOTORING PUBLIC BY PLACEMENT OF AN ADV/,NCE NOTIFICATION SIGN AT EACH END OF THC COHSTRUCOON AREA 72 HOURS (MIN ) BEFORE INITIATION OF CONSTRUCTION WORK. �. ACCc.SS TO EXISTING PROPERTIES SHALL BE MAINIAINEI) AT ALL TIMES, INCLUDING NOft"AL DELIVERY SERVICE AXI7 MAI[. SERVICE AND !r" NOT. SHALL W CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 6 TkAFFIC CONTRO DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR 10 INITIATION OF COKSTRUCfION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P M. TO 7.00 A.M., MONDAY ' HROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8.00 A.M.• SATURDAY. NOR BETWEEN 9:00 P.M. TO 9:00 AM., SUNDAY. 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET - 9• THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONYROL. REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND f0 ASSURE PUBLIC SAFETY. IU- BEFORE INITliMWQ ANY CONSTRLJCTA* ACT4Y417Y, TL^IE PERMIT HOiDER SWI}.. CWfACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, BRIAN RACER, (#639-4171) TO ESTABLISH A PLACE, TIME, 1ND DATE FOR A PRFCONSIRUCT10N MEETING. 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPEC-?R, MATT HARRELL. AT 632-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGE INSPECTION LISTING) (SEE ATTACHE JSTIN , AND AFTER COMPETING WORK COVERED Y TNF. PERMIT. (E D ) B 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PIAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL COMFORM TO TH7 PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND f0 THESE GENERAL CONDITIONS CHANGES TO ANY OF THE Ai ORESAID MUST BF APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE 13. MAINTENANCE OF THE WOPK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 14 THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION G. THC PERMIT. THE CITY MAY AT ANY TIME ORFWR HsF *DbkTE CLEAN --UP AND STOPPAGE 9F WOR 4t TO ACCOMPLISH CLEAN-UP 15. EFFECTIVE EROSION CONTROL 15 REQUIRED. ER0510N CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E Q. 1EQU1REMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPjJAGE OF WORK TO TIME ORDER CORRECTIVE .ACTION AND STOPPAGE OF WORK To ACCOMPLISH EFFECTIVE EROSION CONTROL. 16. PROPERTY DISTURBED BY CONSTRUCTIOA ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUB, FLOWEft:;, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS. MAIL aOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KtNO AND MATERIAL. 17 EFFECTIVE DRAINAGE CONTRGI 15 REQUIF ED. DRAINAGE SHALL. BE CONTROLLED WITHIN THE WORM SITE AND SHALL BE SO ROI -TED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM. IS NOT ADVERSELY WPP,GTED. THE CITY MAY AT ANY TIME OP.GEri C: ,r%WECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE C RAINAGE CONTROL. 18. EXCAVATOR(S) MUST COM'LY )11Th (Ail 952-001--0010 THROUGH 952-001-0080; EXCAVATOR(S) SHALL VC,'1r,K , i.L : 11. '7 Y COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START Oi 'N( C.AMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS XPk 1:` 19, CONTRACTOR MUST VER,.-, Ali F' ,z`NG UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCA'ION PPICII' TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY.) SHOULD :ONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SF;ALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 20, A TEMPORARY HARE) -SURFACE PATCH (COLD MFT( A.C. OR HC4 MW BLASE PAVFNfi) SHALL BE PLACE ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN -SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 21 WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING ^r l; (TIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJJNCTION WITH THE WORK AUTHORIZED BY THE. PERM,T. CORRECTIVE WORK SHALL Bi, DONE AT THE PERMIT HOLDERS EXPENSE. 22. ONE AS -BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALL ATIOK COMPLIANCE (FOR ATTACHED.) 23. A SEINER SYSTEM AIR -TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLOELINE "AS-BIJILTS" (OF EITHER OR BOTH '-HE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CI'Y TOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS 10 THE SEVER SYSTEM. 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE 05.) 25. THE CITY'S INSPECTOR MAY, Al HIS DISCRETION, REQUIRE PROVISION OF TESTS .AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TEST/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 26, THE PERMIT HOLDER SHALL. PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRIJCT ION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 27. EXISTING M01 fUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. PEPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR PEFORE AND AFTER THE CONCRETE HAS BEEN PLACE. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES: 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CI'Y INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAF FIY AS PER OR -OSHA. CHAP. 437, DIV. 3 CONSTRUCTION, SUB -DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL. NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT -OF -ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT -OF --ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY, THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT -OF -ENTRY OR EASEMENTS. 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE -ACCEPTANCE VIDEO INSPECTION OF ALL NEIN SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT, 2 OR 1 1/2" METER -_\ COPPER BENDS AS NEEDED --I 1J-- 2" FLG X COMPRESSON ANGLE STOP (FITS 1 1/2 " APPLICATIONS) MJ X TAPPED 2" TEE - - 7 2" TYPE "K" COPPER PIPE: i % v '-- MAIN SINE �/ 2" MIPT X COMPRESSION CORP (SUPPLIED BY THE CITY) NO IE T. CONTRA(70R TO INSTALL MJ X TAPPED 2- TEES AT 9O• ANC[ ES 'TCT METER LOCATIONS. HORIZONTAL dr LEVEL. 2. CIT'r TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTAL -LED). CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 4. CITY V" INSTALL ALL COPPER PIPE Ar FITTINGS FROM MAIN TO METER LOCATION 40 WAU AGUSIM I. DUPW- ellieDbm OPMIMENT ____. _-� •2w & 1-1/2- DW. N0. Iwsa a esu ar orf MM AimGTY OF nuAW I r►-e�i v MAIN fatww WATER SERVICE 5 21 i Warm Mw -- rrutM '��' •<M� NOMI Mfnl TACx If N tleeiala �Ae �1'�ia� OMC. Pat" TACK CWT Cul EDAM -e.� OMC. POAMOlr is o MMEM Ka1A�P (� rAr�,KIST� --7/ mart, a• WaY/M alYx(INk If: ACAIM:64%m A� UR nc •Aye ruu OrTm, A')f,w, to W% er sAW..]uI1T�jPm011 COM M��iw'r�N"MoowclRlf LTO A .vMP RA A nn1«aa a' IIM,NI �I A'i 4Pl UIIIU NNYAN It"WEN 0 OR TO NN K111�M Ml RIMA M OWAYM (ASVA* 31FEM* CRIT K>An orAwlMlla sAAY 1962 ; 11ill"i 14'MA(YM,I11W, Is tilts, nu11VU nlTln:ars sleanef snails ulc decumenl, the docun1el11 is .,)f marginal quality. I 2 0'� SIUkWALK F,I)JAULN I IU UUKN I� 18" CAST IRON 910 VALVE BOX TOP 18"BREAK FLANGE i --SIDEWALK MIN 6" AMAX. a r 1 1 /1"'Wf/4" DRAIN R TAR PAPER (-IST. - 6" DUCTILE IRON PIPE RESIPJUN ALL JOINTS W/ 'FIELD LOK" OR EQUAL GASKETS 6" ME.,ALUG RETAINED. GLAND (EBAA IRON) CONCRETE PIER 6' GATE VALVE BLOCK FLG. x M.J. SIDEWALK WITH PLANTER 2 0' (r-M.J. x 6' FLG. TEE STRIP AT CURB p --� SIDEWALK 3. MIAX BAK REFLANGE NOTE. .,".y _ I 11,._ 1, _ „ I HYDRANTS TO DE MOUk,t MUELLkk , F.NFURIAN, A-442,(OR APP'D EQUAL) 6" Md, 5 1/4" MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE tOLLOWING: A. OIL RESERVOIR B. BRONZi' ACTUATION NUT C. BRONZE SEAT RING D. WEATHER SHIELD CAP F. SAFETY SLEEVE COUPLING F. THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS 'TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHALL. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMd. S. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6 IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 50.3 OR AS APPROVED BY ENGINEER. S. THRUST BLOCKS SHALL NOT 8f PLACED M HYDRANT LM ATIONS Mw1a1®n NO SCAB AGUSTIN P. outs FIRE HYDRANT ---------- IlaJe1f271A10 7EPMI1aaIT-___T-_�-� DING N0. INw as 1W as a" eNoa� ,,,,,�„,.a. INSTALLATION 542 01'r OF TIGARU --- aaws, NOW^ alt CLISIJI3T]EL_S.9ff.Et AC OR pNPICRLTt PAVING _ 1 1 011 art" UW#Z q 1 I 1 rA0 RCONlaea ('AAM oaf CONCae1L M AIIrAa ONLY .1,C1,0041M . PLUG - j• -'M 1) -!11!•_� 1:651 IRON F.BeM1E howl ULI L (AAMM2T MATERM TO . IANC AS CAIMrrll ►NI CUK.111'rr e.1WdicQ ill UG . 1 .TILL►- � �awS ..._� l cLEANs±LL oftxn»G 1111NAMI ArWO^2.12011, 1 --- - sAWCUT �^ AWACL4I Z TOPSOIL MATCH EXISTING 4ATEAIK OR AS -� DWLCTED / BAtrF NVEAIAL � Y r r i F- �� G I� yI i 0 W J G W Z W W D Lal � D Q cv mWj Iva rJ Lj Lj 4 -,C) LL 0. rl Q v 6" MIN 6" MIN 6' NM tErIONG D111010 ou rum Of NPI BELL :SOF NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING, 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED NTH BIIUMINUS ASPHALT EMULSION. 1 _--- TRENCH ADUaav P. OULIIAa NO SCALE / IN all�'IIWG GIrAN sacNT -- --� -- -- CH LININ as »a. ■,a an anea�l - _ DIM:. N0. lJ MANN taw BACKFILL G7pn w�°te rot CITY OF fIGARfI nowt _ - _ _-.I MIMna us I 24" a 24" Catch Basin I Re uirements CLEANOUT uArt UIIAIwY! w, MAY 19V1 vitt Jun U& f-UVU , microfilrncd ��!{;�!�,�!i�sl!i!;! ;�Il !Iiltl�,►�f{!�;, I�i;l{:ii��{!{± iii{!,i�i�I�;i �I!{i,l{�{!{'si!{e i�,{!{i�l�!{i!i'i;;{i,�,-�!.!, IT w TF 1 - _ :f I!'! lift li'Iii i'liiii!I 0.411 I 1 !,1 Ilii ! Ilitil 111111! II III ! 1"'Il 1' Iftl u) !1 (11111{11 11111, 1111111 IIIIIII I11I111lillll�l111IIIIIIII VIII i l.l;ill..III,,.Iliiill...., I! t!I„t.,,{1!I! II !{iiiilll. Ii:I�llli,,:,,lll 11{III.., 1{I,„L.II�1,.. IIIIIIIrl1111111 Ills 1 11111 OSPSC Section 1108.9 Top Vic" TOP Vkw Caleb Basin Catch Yasin Grate _ 24•' square Hinged Cleanout Outlet NOTES 1 ) Cutch basins may be square a round provided required dimensions are mct 2) CNtcb basin outlets shall be between 3" and 6" in diameter Luger outlets require prior approval 1) Catch basins, stutm sewer piping. and fain drain piping (esterio( budding storm drain piping) shall be shed in accordance wish Tabk 11-2 ol'the OSPSC at 3" of rain)all per hour a) I'raccr wits:, 18 Ca. stranded copper and green in color, Is required 10 be installed 1n trenches contam"', non•mcialfic storm sewer piping. S) Gmtcs shall 5c designed to support all anticipated loads and shall be designed to prevent bicycle and vvh"10wln tires and wheels from entering or hccuminb cnitapped h) ('uictl basin cleanouts must be gas tight when the catch haven connects to a combined sanitary and sivrm -cr system Side Vier zOno a Catch Ilrlin .»....» .. «. ................. IiniRh Urrdc wz� Approved metallic 1 p r M .- FJ cD K'J 1-4z pipe and finings are I 1 required when depth 12" V Cle.,nout 1 is leu than 12" to top 014 M Ou rn r M j s[ ol'pgx IVbu welded coated Steri 6" 11 , Approved fitting Level adapter 6" min. construction. �i 14" trap seal min. required _ A, proved non metallic pipe and -- 24^- fittings may be used when installed derper than 12" to too of pilvc NOTES 1 ) Cutch basins may be square a round provided required dimensions are mct 2) CNtcb basin outlets shall be between 3" and 6" in diameter Luger outlets require prior approval 1) Catch basins, stutm sewer piping. and fain drain piping (esterio( budding storm drain piping) shall be shed in accordance wish Tabk 11-2 ol'the OSPSC at 3" of rain)all per hour a) I'raccr wits:, 18 Ca. stranded copper and green in color, Is required 10 be installed 1n trenches contam"', non•mcialfic storm sewer piping. S) Gmtcs shall 5c designed to support all anticipated loads and shall be designed to prevent bicycle and vvh"10wln tires and wheels from entering or hccuminb cnitapped h) ('uictl basin cleanouts must be gas tight when the catch haven connects to a combined sanitary and sivrm -cr system CLIENT Uj In w WOffn O X LJ vYz W 00 M w _j CV m C7 0 ILLI \ LL J z Lu E.- Q CL 0 w o PROA f � � Q v � z W W z V1 I.J,J LL 0 Li Lid Cr J CC �U w 00 V o= ,•� 0 3 �_ to DRAWING TITt l: REVISIONS Q 6 STAMP f NfF 1 ,465 OREJ M1 Y y41� �s</F R VALID THROUGH 12-31-00 PROTO DATE: BLDG. U3MITTAL APri DATE: 3 BID DATE: CKE NO. EKA NO. SCALE: 1 "-20' SHEET C-4 x, zOno a Df wz� z 1 p r M f�w w w FJ cD K'J 1-4z Jj V M 0 w 1 CJ 014 M Ou rn r M CLIENT Uj In w WOffn O X LJ vYz W 00 M w _j CV m C7 0 ILLI \ LL J z Lu E.- Q CL 0 w o PROA f � � Q v � z W W z V1 I.J,J LL 0 Li Lid Cr J CC �U w 00 V o= ,•� 0 3 �_ to DRAWING TITt l: REVISIONS Q 6 STAMP f NfF 1 ,465 OREJ M1 Y y41� �s</F R VALID THROUGH 12-31-00 PROTO DATE: BLDG. U3MITTAL APri DATE: 3 BID DATE: CKE NO. EKA NO. SCALE: 1 "-20' SHEET C-4 x, CU a 1 CLIENT Uj In w WOffn O X LJ vYz W 00 M w _j CV m C7 0 ILLI \ LL J z Lu E.- Q CL 0 w o PROA f � � Q v � z W W z V1 I.J,J LL 0 Li Lid Cr J CC �U w 00 V o= ,•� 0 3 �_ to DRAWING TITt l: REVISIONS Q 6 STAMP f NfF 1 ,465 OREJ M1 Y y41� �s</F R VALID THROUGH 12-31-00 PROTO DATE: BLDG. U3MITTAL APri DATE: 3 BID DATE: CKE NO. EKA NO. SCALE: 1 "-20' SHEET C-4 x, t TO SCROLLS FERRY ROAD IiUt' 99 111)Ibo LAKI. h JK 12144 SAv SCHO FERRY RD Pg 5 of 52_ 0 10 a it I 00 I mo- I� �3 4 �0 NX C r t✓ l,15T► C i t,-1 C .E1 BUILC3ING Note: All Planters To Have Automatic Inground 0 lJ LANDSCAPING PLAN a If this notice .11)pears clearer 111,111 the r, JUN 0 1 2000 m docuent, the document is of im, rinill t u;►lity. 1' 111101'(11111111'(1 1 �> � ! {j'If'� I 'CI ►11 IIi �� ilili�i i�rillr' ii i l( i i i'i i i t I r r r r l 11 Illi) Ifl I fel. rill ! I 1 II I! ! I 1 �� {'I III 11 i 1 �i� ! 1 1 Ali 1 I Il�ij II�iII� �j� i �! 24 , I I !{ill{ lililll f{ i{I.► !l.�li iltl�Ill flliif1ljf�l� lf�ill 11! ISI INCH ' WADV IN CHINA ! i { ero _r_ .. _ _ — _ Tf IF III Iil ! IIr111 ( III it Ilillll .•Til �Iri iliinr 1 11 irir li�i iuil r liil 'i riiili .rin i' 1i1 if "I'`ir1;1 linrl li ni , ..1 t' .�1 +Inn n n,rtr , n,l r r ur I,rr nr 11,111 nn n n rnnln� lIIIIIIIII{II„l.III rill i �„•.,.! Ifll,l,,I,rfL..•r ,.•r. !!!!, .!�•,.,. •!I,!l..11llfli. •.!. •i!. • .!I•,• •I..l. .III .. .,. .••, . + ”' X ' 1 :• � .. .. ..,. .IIIlil1.11l..•1111..1in•II, .lII• .ill1,.1, •III!!!I,l�iiiul,tlfi;r�rili,r:r.rlll,Ifr;�..,IIr�Lrrr1,1,0, .,;r.�,rrrlilrr��rll�,rr,l�rllllr.Irr,rr•��• :�+�� L^f Common Namc Size PLANT LIS Symbol No. Botanical Name A I i Acer Plat. Crimson Sentry B If,'- Arctostaphylos Uva-Ursi C 5 Puxus Sempervirens D I Chamaecypa s Obtusa Compacta E 5 Mahonia Aquifoll Burn Compacta F 16 Nandinia Domestica Compacta G 9 Pinus Mugo Pumilio H 39 Pnlnus L,aur.Otto Luyken I 19 Thuja Occ. Smaragd J 3 Viburnum Davidi K 5 Viburnum Tinus Spring Bouquet Note: All Planters To Have Automatic Inground 0 lJ LANDSCAPING PLAN a If this notice .11)pears clearer 111,111 the r, JUN 0 1 2000 m docuent, the document is of im, rinill t u;►lity. 1' 111101'(11111111'(1 1 �> � ! {j'If'� I 'CI ►11 IIi �� ilili�i i�rillr' ii i l( i i i'i i i t I r r r r l 11 Illi) Ifl I fel. rill ! I 1 II I! ! I 1 �� {'I III 11 i 1 �i� ! 1 1 Ali 1 I Il�ij II�iII� �j� i �! 24 , I I !{ill{ lililll f{ i{I.► !l.�li iltl�Ill flliif1ljf�l� lf�ill 11! ISI INCH ' WADV IN CHINA ! i { ero _r_ .. _ _ — _ Tf IF III Iil ! IIr111 ( III it Ilillll .•Til �Iri iliinr 1 11 irir li�i iuil r liil 'i riiili .rin i' 1i1 if "I'`ir1;1 linrl li ni , ..1 t' .�1 +Inn n n,rtr , n,l r r ur I,rr nr 11,111 nn n n rnnln� lIIIIIIIII{II„l.III rill i �„•.,.! Ifll,l,,I,rfL..•r ,.•r. !!!!, .!�•,.,. •!I,!l..11llfli. •.!. •i!. • .!I•,• •I..l. .III .. .,. .••, . + ”' X ' 1 :• � .. .. ..,. .IIIlil1.11l..•1111..1in•II, .lII• .ill1,.1, •III!!!I,l�iiiul,tlfi;r�rili,r:r.rlll,Ifr;�..,IIr�Lrrr1,1,0, .,;r.�,rrrlilrr��rll�,rr,l�rllllr.Irr,rr•��• :�+�� L^f Common Namc Size Crimson Sentry Maple 2"cal. Kinnikinrlick 1 gal. Boxwood 15-18" Compact Hinoki 6-7' Compact Oregon Grape 5gal. Compact Heavenly Bamboo 5gal. Dwart'Mugo Pine 21-24" Otto Luyken Laurel 24-30" Emerald Green Arborvitae 5-6' Same 5gal. Spring Bouquet Viburnum 5gal. gation System. RE n> CD D M z C: m �II 6 a: Ul) v1 � N � LAJ r0 Z Z ►•y N CL In id 00 I x 73 V, a WLj O) N _ O 'O � r LAJ � Z M V1 OC W W � W > m a w LLJ� �= Q 00 LAJ CV) Uj , N o O 0) Nt � mq }-M t� C) Z LTJ _ Q t L a-- 0(00 PROJECT Q O tr z V1 CIE w W � 'r - 00 x o F- �O (n cc Q U a 0 F-- � DRAWING TITLE a. W 0 IIiC 111 REVISION'; ►1•, STAMP� N�� r 0 envirli OF 00-, PROTO DATE, 2-15-99 BLDG. SIIBMITTAL �1 f+iPR C 14� DATE: i1 3 BID DATE: CKE NO. 95171 EKA NO. 98•-98 C SCALE: 1' = 10' SHEET 1trw. ISU I, 99 U0 MO l A KL S J K 12144 SW S(AWLLS FERRY RD Pg 6 of 52 T To SCF•K)LLS FERRY ROAD i {,r 01,1 0 (E) LP 11 1 I It I' \ I fi jl j \ � P II 777 7 77, NVA /Ze, r 1 \ 5 Ott; r T _, 10 Fj F1 L- C - - I N tTALL LO H?hG LL F_R1 I LI Wit_L)f I•-Icn , RC)wv, '� wr f_A•&(_-rr)ILAL 6M- TIP) j (1J�n) i'D IFhovipe_ � il-Ih'w" L_ (.C)1'-IThOLl CI P) o ALL LOvr VOL-WriI': W I1`l INin• -CARUS JR. ma4l __-- Y�7 & IRRIGATION PLAN1 =10 V � Clacumcnl, the tloctimenl is of marginal 'Iltalily. l 11'I'!I!I!I!�I L l i I I I I I►I'I l I I'! f Bill 111 i t INCH MADE IN CHINA �- III llll I I IIIf I II Ili �I Illill II 1 iilliill`il!ilii f' 'ir' I 1111111 rl�lll..r Il.1 .f,,,,lllljll II Ir . ., rnr Irrr I III. r �j, 1rr. rl lill•,l,I •., .,.i,. .li i ... II •r II I .1 .0 I to O _(E) r%, „f -�=�� t'j��z'b►� 51 �I�E Fno►v1-(}�1�7 p01 Ot-� . C �r , J..1 C - L-/ \ C 0 .M C LEGEND -11/2" Brass Gate Valve -1 "Febco 805y Double Check -Rainbird Model 44RC Quick Couple -Rainhird ESP -4 Controller -Rairbird 100-PEB Control Valve Kninbird 1804-12 Spray Head -Rainbird 1804 -SST Spray Heal -Rainbird 1804 -EST Spray Head = -CL-200 PVC Lateral Line -IVZLSCH-40 PVC Main Line PVC Sleeve4" RM . ,...,. J U N 0 7 2000 ll�i��r�►1IIm��cl {Ilijl;l;f ;illli Illj ilijil, ! itll IIj►11j! ;-TF IF i I lililil�ljl;l!I I jljliijijiji I(ili�!�!I!II; w, ill!{;Ilii; liii�iiii flit!lfillifllf',fllllfili!!;111f11!!ll!Illlj!III !I !� I" I r ntlnl �� nnl� r rrrl r r1 hr r nn ur •rn •nr Ir rr n rl !! f . l ! !ill II ,!i,i,�i�illi:i;�irlr�� ,rrllrljr�r...{,r!I rrrlrlllrrf!�,rlr!rrr,llrrr!ir„lira) rllll�iljrrli,l r �, . '� 3 vi cv r` u' a cn N Cy 0 N I LAJ Z Z LAJ F_ -=n V) M 0 'n Q_ ' x CDd to U W 0 C+i CJ LJ f�” X > d N Z N 0 v 1� 0 1 W O m . Z M O � W Vl LJ w Z > Q X W ,o m a N1 L-- 1 w w C) co _j N O :D C °' rn � C) ) tli UL.Uz Iw- <t a u. o ov PROJECT [� •� zd 1� wcr U r ,n Fr Z Ir W ,Z w�� 1�•� 0LL0� w � � 7: Q a o � > Z U0 it v V F— W=1 CUA a: Uj 4 Q o F— C U) F -r Z DRAWING TI1LE REVISIONS 0 I& STAMP f,IIFArF.RTON. 5 O ` IZSY PROTO UATC� 2-15-99 SUBMIT 1\L Q Af'R 9 1999 DATE: — Q. Q BID DATE: CKE NO. 95171 - - EKA N0, 98-98 C SCALE: 1 _ lot SHEET La— 2 r� J p -^—_ :st d H U I' 99 00100 1_ A K I. `, JR 12144 SW SCROLLS FERRY RD Pg 7 of 52 '4' FINISH GRADE -TURF ooh ---------- 2X4 WOOD HEADER-RQUGI SAWN REDWOOD OR P. T.D.F o o� PALE p�-TREE I G 4 �� a - L � FOR Cl.)RVE� JSEk,-Lj,�M. �1X4 OR 5-LA!v1.3/X4RDWD. PREVAILING WING T" FINISH GRADE -GROUND COVER -- NAIL HEADER T0. 2X4 STAKE:. _ STAKE TO BE '-'X4 REDWOOD �" -2- ! X10" LApNG ' OR P.T.D.F. ,IQ� 0"0.C- 0[�G 4'r 0 .EES R!A TO I MAX. -CHANE ER AT TOP JNDISTUR-e D SOIL. -TAPER AT BOTTOM. TVVHERE PLAYGROJND OCCUR $- �, �� a0 - TREENTRUN�E�AHOT AROUND �'EE SI? PLAN -F ROV. GRAY L o o 0 `IJMP P -R ETA L 2/A- 2.1 ( io I LODGEPOLE ROOT BALI_ o ----ROOT BALL WATER BASIN -WATER BASIN SECTION SPL ICE - FIN GRADE - - FIN GRADE --� = PLANT TAB - �� -_ PLANA- TAB _ -< ------fi_---2X4 STAKES -BAQKFILL MIX --(SEE _---- BACKFILL MIX-(S EE 1 X4 SPLICBLOCSPECIFICATIONS) SPCIFICATIONS) OFP.T.D.F. 2 X CONT. VIEW 2 X CONT. HEADER DETAILS NO SCALE 9 SHRUB PLANTING > 1/2"-=1'--0"L5) TREE PLANTING:. i 1�2"-�°-o" � -- ----- - Y STRAINER AND FILTER --- R.P.BACKFLOW ASSEMBLY 'I 3"M N. SHUT -,OFF — r 6" NIPPL --- �— CONTROL BOX WALL ,- _ - _ • �,-- ELL -, - - -- ---120V EI ESTRICAL IN CONDUI Y G. C. , -------C?NTROL WIRE AND 12 Xl X122 CO C. THRU T BLOCK�T E -BRASS UNION —� LF FINISH GRADE - - !- --� -- CONC UIT gY G.C. TO EXTEND BELOW FLOOR, BRASS NIPPLE OUT PAST SIDEWALK. IRRIGATION NOTES: 1. IRNA GAFLOfZECOSUREIS C 00 TRFMERCENTACA ERAGEENTS ? IANI1ASITATF. ANTDMOC.LCODES.JO SPECIFICATIONS 3. %VE CARNI S TOE�r .Up3E 410 PVCCPiPE. UNDER 4. C PMUMT F,ERFORMAniHCCEAAIfVU PREv NT ll?\JERSPRAR TO BsUIL ING PAVE=D AREAS AN ALL I NAGE . THf!S SHA Tl L INt'LU SE ECT)►JG THE NDITIU��E� OF Af�C T� FI THE EXISTING 5• A&E1 All_AD 1 S E Ir A�11�NDS PER SPECIFIED 6• ORETSE�UIRFRMAFR4RA-PAG5CISARUTIONS 7. CAIJEONTRACTOR TO PROVIDE AND INWrA VCOfJ TROL RA WIf�E ARI ASS ZC E 2 PIPET U AMAl RINE 8. FRAINNID`I'CSD SCREENnST ON REAINiPD H1806 H�AdSE 9. CONTRACTOR TO ADJUST IRRIGATION HEADS TO KEEP MENU BOARDS DRY. 10. A �F�QGL j� WINDS(� TCHITEi ATACF�l1PRI ILISTOwI JO F3 g WRITTEN NOTES -TOP OF SOIL POP-UP SHRUB HEAD C14 1-1 CURB OR WALK f r &PT TO MAINLINE - FLOOR REQUIRED. _— 1ALK WIDTH C)IRECT_BURIAL WIRE REMOTE CONTROL VALVES, NOTE: INSTA L P R MANUFACTURER E MMENDATI N NOTE: SEE MANUAL. FpR MOUNTINGINSTRUCTIONS. A�� c� ".""C orss �NP SSM F T 1�'0 E r`fHREADED.,S ALL WIRING TO BE INS rALLE ' PER CODES. BACKFLOW PREVENTER NO SCALE 6 CONTROL BOX NO SCALE 2 -----ROUND PLASTIC BOX AND NOTE: INTERVALS.[-' �OVfDE E PANSION )COILS AT EACH COVER. C,�IV R TO BE WIRE CONNECTION IN VA,. ,,� BOX BY WRAPPING MARKED IR IGATION GATE 18 OF WIRE AROUND 1/2 dic.PIPE. FIN GRADE -LAWN * 1';, IN TURF AREAS — RECTANGULAR VALVE FIN GRADE--GRND COVER 2 IN SHRUB AREAS BOX — WATERPRQOF WIRE CONNECT`",RS- c * R EQUAL IRDSNAPTITE - ELECTRIC CONTROL 1 ---T- --- PVC MALE ADAPTER _ VALVE - ___ --- GA. i E VALVE - - - THREADED UNION- _-__ DURA OR EQUAL =- PRESSURE MAIN LINE PVC SCH.8� _ -- TO SPRINKLE PLIC S X S � --� � � E COMMON BRICK --2 EA. IT CCpOMMON WIRE TppO gVCSCH. SqM RCON ROLL. -PEA GRAVE)--c6i MIN.2CU.FT. r MIN.A” OF PEA NOTE: FOR GATE VALVES 2” AND SMAL� MAIN LINE FITTING W R USE GRAV L HAIJDWHEEL. FOR LARGER THAN �Q. — F __ -- THREADED OPI_RATING NUT. ��____ OUTLET. C _ {TROL WIRES TO CONTROLLER GATE VALVE NO SCALE 7 CONTROL VALVE NO SCALE TOP OF SOIL AT SHRUB AREAS QUICK COUPLER TOP _OF SOIL - AT TURF AREAS CURB OR WALK SCP L8E0 AS REQUIRED __ �_---_ NIPPLE -AS REQUIRED Mill -PVC TxT 90deg ELL --PVC TxT 90deg ELT_ 1'�'- MARLEX 90deg STREET ELI_ --MARLEX 90deg STREET ELI.. ,- - PVC SCH 80 6" NIPPLE - PVC SCH 80 6" NIPPLE LATERAL LINE FITTING - LATERAL LINE FITTING NOTE: ALL LATERAL IjNES SHAL!_ BE BURIE�7 A NOTE: ALL LATERAL L,�NES SHALL BE BURIED A MINIMUM OF 12 DEEP BELOW TOP Or SOIL. MINIMUM) OF 12 DEEP BELOW TOP OF SOIL. (VERIFY HEAD LENGTH FOR MIN.PIPE DEPTH) (VERIF`' HEAD LENGTH FOR MIN.PIPE DEPTH) POP --UP SHRUB HEAD NO SCALE QUICK (',OUPLERiNO SCALE k 8 moor ,. ,. if this notice appearsc.t.11cr th:ul the JUN 0 Z 20QQ 6cument, the document is of marginal tInality. 1111CfO�I�1IlC(� 1 l I I I I I I I ill!:). �;�► ! ;�I� ;I�1111� I I(II jli;�i!� I'ISjI'I!i�l�l;l !!lilll�ljill!! I �Iji�ljljl�i I�I;��l�li 111 'i ! INCH ( MADE IN CHINA 111111 I1111"IIIII!!,IlI,�,III,,I!Illlln!II I{If!!!!!ICIIiE'!!!III,!E I ,! I;;,! II!�II I' il!I III 1 ! !. !.. I Il�„I ,t.... I ititi i. ., : • .. I I �� ,,� L. f ,il (. .1 IIT,. 1!..:!ii!�E11lI!It'.!!!'t!c!E!.I!I!I��!1!1!i!I!Ili11i!Iliilllllllllill.l!I.r....�tl1.:...!I,I,!!1!!�I ,ihf�� gill„ ��IIIII�I�„I�{} !!� I,II� I!•:�11 ...II,....„.I w — TOP OF SOIL —PUP -UP SPRAY HEAD —CURB OR WALK L I NIPPLE -AS REQUIRED 1SCH 80 1 PVC STREET ELL -------------MARLEX 90deg STREET ELL - ---- --- -LATE RAL LINE FITTING NOTE: ALL LATERAL QNES SHALL BE BURIED A MINIMUM OF 12 DEEP BELOW TOP OF SOIL. (VERIFY HEAD LENGTH FOR MIN.PIPE DEPTH) POP ---'UP TURF HEAD INO SCALE 4 a N' � N 14 W laJ � z Z M a.00 N O 1 X U W O� N � a z cNv a � � r O 10 r 4� � M LAC W W Z ^ `mm a w CLIENT �— z w u w p _ Q CO z J N w cr) 0 m�U 141t �kjj -� 8 ��UJ t� U L11 Z w != <t; Q_ u_ ou o PROJECT 0 0 �e e<r z LLJ U LL 0 n G0 111 cr 0 rn u p �) c o �- ®cr 3, z 0- U;► !-- :D DRAWING TI'I E J w Z o z cc REVISIONS Al L�1 ZI _ 14� --- STAMP STAMP D�f� r r �-1 Rp�EHJ R. KLAS {1�M1�AVERTON, OREGON OF PROTO DATE 2-15-99 _ BLDG. y 1964 SUBMITTAL (� DATE: 2 BID DATE' CKE NO 95171 EKA N0 98-98 C SCALE: AS NOTED -_ SHEET LO3 <71 F) P t TO SCHOL.LS F=ERRY ROAD 4�� 30'-0" 4" CONC. SLAB (COLORED HI_ACK)ON 2:" SAND BED W/ VAPOR BARRIER ON 4 CRUSHED ROCK BASE I EXISTING DRIVES TO REMAIN (REPAIR A5 REQUIRED TO MATCH 0 AREAS OF NEW WORK) - I I INDICATES REMOVED EXISTING CURBS -- C-=—==--_—_ --__=_ I I I I I I I II (E) LP II I 3' 0 I I II SIGN v — GREASE INTERCEPTOR - PAINTED TEXT --- PAINTED ARROW (TYP.) SITE PLAN IN -GROUND A.CCHOR EMBED INTO CONC. FT'G. SEE SITE PLAN FOR OCA WON) ) NOTES 1) INSTALL BIKE RACK AS PER MANUFACTURERS RECOMMENDATIONS. 2) PROTECT BIKE RACK SURFACE FROM DAMAGE UNTIL COMPLETION OF PROJECT. _0 BUILDING N_OIU-. HANDICAP RAMPS TO BE MARKED & SCORED PER NATE, FEDERAL & LOCAL PEGULATIONS HANDICAP LOADING ZONE SHALL BE PAINTED W/ A 4" WIDE BLUE BORDER & A WHITE INFIELD -- SEE SPECS. DRIVE-THRU & TRA SH ENCLOSURE CONCRETE SLAB SHALL HAVE INTEGRAL COLOR FIi11SH (BLACK). ALL BIDDERS SHALL_ PHYSICALLY VISIT THE SITE & VERIFY Ll I GYICTIAI(_ r0KIlIITIIIAIC DOInD Tn C1101l1TTIKIrl 0MC Q O crW u_ (1) J 0 VJ 0 F_ CEJ 3 cd t` a cD O I � N v' W � Z W Z h N) _.] N 0 0- 'n I x V, a O r- Z n �U LAJ C1 N = Q C1 (14 cr W t a w O 3 0 � V) W W h Q O (D M d CLIENT b uj Z 1: w 0 O � Q 00 U�Z- W w J n! O 0 (3) m LO U dAr' !- M h h U W Z = Wt - Q U_ 0((b0 PRUDE 1 ONcj Ccvi cr z � cc a W z >. _jc �I Lu dO rn O Cnfr ►-- I-- - 0 3� 6 z a_ CI) F— DRAWING; TITLE %I I 0. W It— GO) REVISIONS STAMP Aptc/ 4, ROBERT R. KLAS R u� G BEArERtaN, O Cid' 0� PROTO DATE 2--15--99 BLDG. APR SUBMITTAL (D DATE: 3 BID DATE: Q I t—� —1 1 10 D \ CKE NO. 95171 cz \ EKA NO. 98--98 C -_--- ►;; \\ j ' SCALE: V# a 10t r- m I \I SHEET C) IT1 BUN 99 00160 CARL'S JR EXIST'G. PEDESTRIAN WALK THROUGH SHOPPING CENTER 12144 SW SCROLLS --- ---- --- -� FERRY RD Pg 8 of 52 If this notice appears cles►rel' than the mk1w 1105mv JUN 0 7 2000 document, file document is of mal -Ona! wialihr. 11111'rohimcd ! I1III�IIINI�i I (I��II��II�`i Il i il�tits�li ff Jitll ii JIII (Il' Ii!IIl' '111 1I1!lillIIi!lJill{I ill Itii �11,111 1 INCH IMCHl t �' ;�-- I�IIIIII�IIIIn,IIi„I,I,lll �I,.,nIII�II III�I!!. Illli;l I (1!1!11{III!11!!llllillllltllllll!!I!!!!! nti ilii "di il. Ili t t , tI iltl'I ltttl� I tuft tn1 t „}}Ilt tint ntltt , tnitt I lII1 .. lIIII!1,,...4I....I'Iii..,lN...!!,l.,lnllli....,,III......tll!!!!!!�I!!!!II!I�iUInll►ii;Mill;,!!';lIIlIIl.....III�I�tttl,ll�tt..:,,It,tttlll,tttttl,l{t..,.tll}Illltl!1111!! +.u....«ems«.< ....:... ;■ {r.,..11 .. If This police appears clearer (ItafT Ihl• JuN 0 2 2000 dactimeo, the tlocimico is of mal -011,:I quality. 1111('ro 1111 cd I I I Illill'lillJi lilj{ I I I Itjlj (i 1 Iilll I III Ili ii ,-.ilii it I I � j 1 I (C I III I I I I I 1 Ij I lilitl I ;;ll I it 1. Iliill; ilii Il,1ljl ;iijllili�l , I lj4jji iIlji I11tI ;IIjllljljljllllll{111(li 1, Itl II II I ! � INCH M_A4)_E IN CHINA— .. , �:. �:...� 1 tt� t I � ..__ � I .. • I .. I " i .. 3,� 1 • I �u _'--_ 1 .�_. L---iT—.. _-�" � ii I ii'_� _ � . t_ ".�- , �- •. -�. I 11 I 111 �' VIII!!! 1 I IIIc{III 'III Ifll inlnl III ill 1 u Inl II'lli i iiiiiil' i{.n'1 ' I{(' Iii '' I' i III {{0111 t{■Int t tt t '1:'I' "'1• II:IIIi tt ItIIItI I ILII I tLt LI tIIIII utll.n In t�I II 1u t t,� IIIIII,IIIIIIIII,III ,IIII;IIJ! .,.I jll,ll,llll...•„Ilt,,,illli.- •!, ..Il. i I. ,tllli-, .0,1.,11,.,.1 .I.•.jll,I. .li.... N. I {I ! !.. ...,. ., . (� 111 111 .tl II 1 III •Il,tl I IInI I Ill.,j,l I III ,II•I, , �_._, I• .011J..I .i li In1 II. .!t!. ,Itl. .jl.l,.lI,II! VIII i:lll II .�I tl I, I.. I ILII , II. III II I, I, , I L 4 BAF; x24 AT 24 _ e -- r_ CLIENT II Q 0 j O/C -PLUG WELD TO + � -- GROUT CAP a cr c'nv 2. PRO'dIDE G.F.I. RECEPT SEE "E" DWG CHANNEL _- ---#4 BAIL (0 TOP OF • AL - SOLID GROUT ALL CELLS j -- - - - --_ VERIFY DIM'S - 1/2" R A.C. PAVING & BASE-- SEE GRADNG PLAN i w LL 0� 1. PROVIDE HOSE. BIBS SECURELY FASTENED TO WALL. AT +5'-6" SEE "P" DWGS (HOT) � �' WALL -- --- ----- CFx9x8'-0" LONG FLUSH W/ TOP OF WALL. c �_ 2-#4 BARS (CONT.) '--- 2 COURSES BOND BEAM ,� BLOCK W/CIVIL_ DWGS. FIN. GRADE TO BE 2" BELOW TOP OF SLAB AT PLANTER WHERE /�--- - 1/2" R-TYP. � 6" 1 " SEE GRADING PLAN 35'F ' E -F RN & IN LED G SP S. _ -------------- STE=EL GATES -SEE DTL.18 BLK-W/ HINGE WELDED I ----- ----- - #4 BARS AT 32 -O/C �?---------.------.--. FLUSH JOINT -BLOCK FILL OCCULTS / -- - 3/8"R N GA M ad TO CHANNEL SOL. GROUT ALL CELLS AND PAINT (2) w- — FINISH EXT.PER DET.22 6" __ W O j - - - - P - -`- -" PAINT GATES W/3 6 - 6" HIGH CURB POURED MONOLITHICALLY WITH •------•- I I ( -I - -- -- Lj � j 2" ABV, FIN. GRACE W OATS PAINT 0/ 1" OAT PRIMER -SEE SPEC Lc. 4 CQNC. SLAB- ' T'��ONCRETE I I I�IILI I I I=I I I I= Q Z ADJ. TO I °I I N -- r - TOP OF CONC. APRON - SEE SPECS. -- - --- #4 BARS -) •*- ' _ =11� ��_ -1 � - �� - _IIL�IIII 1111' 10 �' & A.C. PAVING W ,,,.� ----- -.-- ,� IIIIIII o - TYP. - I- - i I I= - I I TOP OF A.C. PAVING z 13 =1 t -1111 "C-5'-2' F, I ORCURSC. WHERE o �- -__ _.._.----___-- CONCRETE FOOTING A-2 , � -'--- 5 ;- — EMBEDED -O" INTO CONCRETE _ - ? I li " I NGT. OF WALL L, DIM. _ � I � 't. - --- - L - - -• - EXTENDED FOOTING - * SEE DTL. 1 1 THIS SHEET. INSTALL COLO JOINTS INlie w Z W 1 / - -- - - 12 SQUARE FOOTING -t I FROM FiN. CONC. _ _ - - - - o PAVING �� '- OCCURS AT CONIC, OR 8" - A.C. PAVING. 30"0/C PER 14A/A-2. _----___--- ALL EXPOSED SURFACES - d -- - --- -- - BASEPLATE, SLEEVE & GROUND SPIKE - FURN. 17 TYP A-2 I �? _ - T� _ - ;,� MAINTAIN 4 CLR. BOT. OF FTG. TO BE INTO UNDISTURBED SOIL, *SFE DTL 1 1 THIS SHEEN. VERIFY DIMENSIONS TO BE TROWELED SMOOTH = BY MFR. �, UNDER GATES J 2'-O" OR COMPACTED TO 90% W / CIVIL DWG'S --------- ,�_ __-- - .. -- ------ -- F DENSITY. � AO? D13 r10? -D09 n0?-I)0� '��'j D(i; O GATE DETAIL 17 FIGO WALL scaLEl 13 (ice DETAIL scat'�I 9 scaLEl C J RAFM SCALE 1 1 ,SCALE' , r , , -0 1- 1'-0 1 1/2 - 1 0 - 1 1/c'= 1' 0' 1/2r 1' -Or 7 -� -- --- - - 4x4 1/2 IID STL Burrs TOF',wnDLE - - _.�;- - -- ' I� 4 1/2' To AAW WELD - - 2x2 Ir/ I/4' I O' I s" 9 I y'� PLATS To �wGIF -r --- - _ - CONC. SLAB -SEE "C" I DRAWING " - 6"x6 10#-10# WWM AT STUCC;; 0/ FELT W/ SCREED ------- -;i STUCCO SCREED -- -- - - - I j I _-_ - - _----------- A.C. PAVING & - r_�_ ___ _ _.__ _ SEE GRADIN 1T' 11• DRIVE-THRU SLAB AND N L4N 7777 IdfUL DECHCINO �- ---------- m. Tua1Nc WELD 3 a•0 sTL Roo TRASH ENC. SLAB CONC. CURB- ----- I j " --------- -- -- -- 3/8 R LIP P AL _ _ TO ANGLE AT TOP TiPER ENS eI TO f D M. ROD WELL) 4' HANULI „ _ _.__..---_-- -- j1'8, T IBER EXP. JOINT CURB FADES 1 �• 1 " V - b" & TOPS TO I 6'-6" T 1' --4' - 'p CROSS SECTION (A 1'"11-W scwF ,•-1 -0• SLIDE BOLT DETAIL �B � 4•_1 , AT 30'-0"0 C MAX.- / RADIUS EDGES 1/4"'. BE TROWELED SMOOTH I , �--- _ F P LI E EC. AWINGS STEEL GATES -SEE DETAIL 18 (TYP.) PAINT I r /__-___ GLOSS BLACK( e .. /SEE MTL DECKING few. W SHT. MTL_ SC- 'mS Ar 9.O C 1t1P, 1/2"R - ----__ . SLOPE - SLOPE- C DWGS w 1 1 -___V. -- - { CAL FIN. GRADE ` - - FLUSH ADJ. TO BOTTOM & SIDES. -- - - _ - CONCRETE ---X-----—x..-.— ---X - �• -------;c-----=-:�---_ CONST. TRASH ENCL. W/ 8"x8"x'16" CONCRETE BLOCK I I -�_ / CEPA ER/16- ST. TUBE AT A * * -� - r SEE yl 'RADING PLAN ---- - -- - -- - T Ill— I CONCRETE FOOTING —�-TRAFFIC SLAB SIDEWALK Z12" WHERE BUILDAS STUCCO ENCLOSURE IS TO BE STUCCOED TO MATCH _ BUILDING -SEE EI.FV.A-4 1� \� PLATRASH 7O A2a2Tv�rsEztZ +MNL?LEL1D `-_- - - y EA. END SEE DTL. SECTION A' SHELi LIRL. SCRT:ws >N n/c T(w I I=ILII--ILII_ _I DEEP CONTROL = -- I JOINT O ;i'-0" U C AT --III —)III—I I/ = 1 = 1I- SIDEWALKS..ISTALL III—III it_ -- --/C �— I, v __ IA EXP. JOINTS AT 30'-0-G PER l --- ELECTRICAL CONDUIT SEE ELEC. DRAWINGS EXTERIOR ONLY *SMOOTH PLASTER FINISH i INTERIOR PER HEALTH I DEPT. PAINT 2 I BOTTOM & SIOC3. GRIND FlAISH ------ I I -- 3/4' aia-cv+E BAT - PRrnnnE I CATCH TO HOLD IN UP POSITION WHEN REQUIRED TO ELIMINATE DRAG L - _ I WHEN APPROVED BY_.._.� 1 I 1 j- " - _"--____.-OM OWNER A 1 DEEP BY USE VERY LIGHTBROOMSLAB " 1/8 WIDE SAWED JOINT FINISH AT DRIVE THRU MAY BE USED .AND SLAB ONLY MUST T—DRIVIE-TA U LA IN. 8" VARIES SEE -- - --- GRADING PLAN ) DETAIL 14A/A-2. -------- DIMP4 IONS ALL EXPOSED SURFACES -. ARE -- - BHAN024 `` W/ CIVIL DWGS 70 BE TROWELED -- E--- 2*x2"x3/16" ST. ANIID -� CORNERS (TYPICAL. 4 SIDES) ,o„u I•"r - -- ELEVATION C « Vr"1'-•0" SECTION D LATER HkS. SEE GRADING PLAN FOR AFTER CONCRETE IS GRADES OF CONC. AT DOWEL'S -SEE S-DWGS � - SMOOTH - POURED. j DRIVE-THRU I BUILDINGS FOUNDATION A02 D2eB A0�' D18 A02 DIA ----- -- -- — SCALE, 7TIMH 1/ 4'= 1, 0, 2� SCALE TRASH GATES AS NOTED 18 SCALE EXPANSiON/(�ONT�lOL �T 1 11207. 14 SCALE R�) a,� i 1120:-_ 10 1'-0'GLffTER SCALE 6 LE � SCALE: _ 111-04, _ 1 1120= 1'-0' 1'= 1'-0' 6'-0'" v" ' CONC. CURB -"--"-- --- �'- 22 MIN. - -_ "- -- -- 18 GA. STEEL SIGN, WITH REFLECTIVE DFADED COPY WHITE LETTERS & MARKING ON BLUE BACK- GROUND. LETTERS j i IN ADDITION TO I PAINTED PARKING SYMBOL, PROVIDE A 70 SQ.IN. SIGN SNOWING H/C TOP OF A.C. PAVING OR CONCRETE " --- 1/2 -R -TYPICAL TOP OF FINISH GRADE AT PLANTER IS 2" / " ---- 5 1 2 THK. CONC. SLAB AT TRASH ENCL. APRON. -SEE GRAD.NG GRAD!NG PLANS ---------- 12" HANDRAIL EXTENTION ,4f AND OF RAMP PER CA J-24 SEE SITE PLAN FOR LENGTH do LOC " - 12 — 3'- 9MAX. z MUST BE 1" HIGH S`fMBOL ONLY P� BELOW TOP -- 4" THK. CONC. SLAB;. ---1 "x3" S E- o . -CQNC. RAMP W/ F X 6, 1.4 X 1.4 W.W.F. PER A.D.A. lANDARDS �� MIN. u►uum+oRlzrD vFr+tacs PARhEn IN DESILiNAi[D a'cf.s:�INLF � EACH HANDICAPPED ED PARKING STALL OF " " 1 6 CURB. ------ AT DRIVE-THRU. UNLESS NOTED OTHERWISE -- CA EX ED DS �- �PRGVIDE �- # 4 X 3'-0 DOWELS " ®24 O.C.) r' SPACE" NOT DISPLA"I DISTINGUISHING PLACARDS qT UC[NSE I NOTE: 5,GN TO BE PLATEN. ISSUED FOP PERSONS AAI. CAWIL1TIES IM` Or TOWED AWA't A, OWNER'S L+PENSE. LOCATED AT ALL DRIVEWAY ENTER, " ER TITLE 24 AND A.U.A. N GRADING PLAN) — - 3 3 STL. TUBE I z � LaJ r I I II' J TOWED VEHICLES MAY eE RECIAtM I) AT:----___ BY TELIT"ONIN6. WHERE SHOWN ON (� La. EMI ) ---- l SITE :LAN. I _ _ - ..._.__ _ _ _ _ -- ALSO PROVIDE A SIGN BELOW THAT SIGN THAT READS "VAN ACCESSABLE " --- 1 S!_EEVE THRU CURB ® - " = 8 -O O.C. AT PLANTER .-- .— ADJACENT TO BLDG. III ---ILII- A,C. PAVING 0 BASE- SEE GRADING PLAN. �- I " TUBE _ .- / / � I 1 ND 1 OF SECTION I _ ,� N &BOTTOM RAIL o 1 � N Z o SLOPE w 1 12 :. AT STALL. TO L EFT OF LOADING ZONE. -. Ln i II _ ,I; - - - MEDIUM BROOM FINISH - - W/ STAMPED DIAMOND - -- -- 1 1/2"� G.I. PIPE 6 �= WITH MOUNTING 1,-- ^ HARDWARE. PAINT , --` -- OB - CONCRETE CURB. I ---- _ _ _ - -- �--�2 3/4"x2 3/4"x6" TUBE 11 SLEEVE FLUSH W/ TOP :� ,11 PATTERN 1 /4" DEEP c�' " ` tD GLOSS BLACK - F.G. i INSTALL_ EXP. JOINT'S AT 30 0 O/C 1 8" ALL EXPOSED SURFACES - -iE- —7-- — _ I—III I I OF CQNC.-FILL `SLEEVE " " W/ POR -ROK PAINT RAILING W/ 1 D - •------ N I 12"s� CONCRETE i i FOOTING. o I NOTE: SIGN SHALL 3'-U"x3'-0" PAINTED 1, A ;! SYMBOL -2• -COATS BLUE FIELDD WHITE OF CURB TO BE - -- TROWELED SMOOTH. 1 VARIABLi' CURB HEIGHT (v T I � " Q Fes, EQUALS, 6 CURB FACE -.1 I I(=__ = ((=I I I I-- I L I I —I I I I --I I I I—I -j I I— I 11. I I I I I I I I I I I COAT PRIMER & 2 COATS GLOSS BLACK RAILING TO BE - - 12" WIDE BORDER WITH 1/4' DP X 1/4 WIDE GROOVES AT 3/4" ON N 'A:. CONFORM WITH SECT. ' I I I 22511.9 CALIF. VEH `J CODE/ SEC. 1 1296.5 r-- MBOL TO BE LCENTEREDON WIDTH I Vt II 1' DIi� (�1IONS PLUS A.C. PAVING, W% CIVIL LJ /h S PLUS BASE THICKNESS. 8" * INSTALLED LEVEL ULESS OTHERWISE CENTER Al TOP OF RAMP ►� F PARKINC STALL 1 -_-__-_-_ SEE NOTE ON GRADING THICKEN SALE TO BELOW BASE AND PAVING. NOTED AO -D19 ----- __._ -- - Pt):�_�D'_;T PLAN I�O�' Iltl Afl(JOi [ - ----- _ -- ---__-J nU, llO:Jr a,AB DAMP SCALP 23_ HANDICAP � SCALEI 10 �'�ICAP SYMWX SCALE ~ 15 IDUAJL SCALEI 11 CM AMM SCALEI 7 �. DETAJL SCALEIHANDICAP 3_ 1/4'= 1'-0' N.T•S. NONE 1 1/2'=_1'-0' 1 1e'?�= V -Or !/2'= 1'-0' Ib: --- -- --' --- ii II I, ---- MENU BD ELECT -SEE "E" DWGS _ 1 2 P.V.C. SLEEVE F OM UNDER COUNTER CONCRETE WASH (PAINTED) _-__--- ''1 ' - 4 DIAMETER STANDARD � _-_ � 8'-0" ^ _ ,_ --. GROUT CAP - ---- _ 45 i u II 1 n I, _u MENU BOARD TO 10" INTO DRIVE-THRU SLAB. -BY ELECT. CONTR. :,EE "E" DWG's - -- -- 2'-6" TYPICAL ----- - - - - . 3'-6" AT WALL OR ADJACENT TO BUILDING . ,' STEEL PIPE. FILL WITH • CONCRETE TO TOP. 0 ------ PRIME AND FAINT I _-- - t = ' -�-------�_____ j �� _ - CL_EARAN� 9 FT. \ --- - 1'x3' BUTT M1NpE �T.j SOL. GROAT 2 ICOA.RSES LL LS THAT CO IN REB I I - _ -J -- 2-# ARS 2 ND CONDU'T TO PASS- THRU WINDOW -SEE --------- - 4" WIDE PAINTED STRIPE - HIGHWAY YELL.O''W UNLESS OTHERWISE \ SION-BY OWNETT - -- I ! - N--------- I 1 a - B CO E D I u 11 F-" DWGS a ` CENTER LINE OF PASS- SEE SPECS - 2 COATS - - SLOP FOR �.._ NOTED. - \ - 1' SCH.4O BLWK PIPE WITH \ WELDED END CAPS tr '`' I U -- ---- - B AT 0/C - I r I I� " L IE1j 56 _ I II II — -- I0 I I I I I I - " " ------ - 1 /� PVC SLEEVE TO J BOX BY .I " EI_E'C7. CONTR.-SEE E DWGS S -GLIB 10" INTO DRIVE-THRLI SLAB AREA - -_ �` �` •�� `� --- / THRU WINDOW REQUIRED . POSITIVE DRAINAGE- -- TACK COAT PAVING TO CONCRETE, CONT. c4 THICKEN A.C. PAVINGI \ ,.4 \� --- I-I/2•X3/4'x1/e' HOT rx1LLED cHNANHIEI -WAD TO PIPE �Y llul): HER BOY V --6(1/1e7 --- - 1/4X3" ' HOT ROLLED RAT -NOTE 1. `� a - p �� V w o LL o I� -- ------ -- x8x11 CONC. BLOCK 2 c 3 (p i — -`--" --" - -- -- 11 III II II II u I 1 r� IT II F - - -.6 CONC. WHEEL e I c, I -1/4• COLD ROLLED ROD \ U --- 0 OF A.C. CONC. w z R LANDSCAPE -VARIES II II� 11 II II 11 ►I II 11 It I I t'� T " 18 II II II I p Ij I STOP --IF OCCURS -SEF— SITE PLAN A—'� I �� T '4'x2' Har ROLLED RAT-H(TTE 1 N 1 _g - 3'X4.1 L9 HOT ROLLiT) CHANNEL \ EE "C" DRAWINGS -- -- #4 BAR CONT. T III ° °:,�•��•�;,;�=mss=s --- `- �� - --- _ I I( - _�---•--♦ ____ __ _____ _____� ID -- L+ I W'/^, •' U! 5/8" DIA.X 24 ROD 3 PER WHEEL STOP (TYPICAL) Z z Q -3 2 f CONCRETE BASE �_.� n,°�TO SPRING -5.94 IK � '� c - - - d 2- 1 2' SCH.40 BI/K !( PIPE WITH � - l- .._. WELL CAP , I. WELD FLITS TO CHANNEL AND "' 000I ' 111_--{) 2" AT LANDSCAPE & I .III- III _ _ _._-_--....--._._._ " A.C. PAVING - 3 1 2 ILII -II ._.._. AT CONCRETE ILII—II tO I E3 1 2 " 1 ~ cn � r CHAIINEL TO PIPE SECURE U -r 6" 1 ELECT. TO T - _ _." _ COORDINATE e . p -- ---- -- 4" CONC. WHEEL 3 STOP PER STALL -IF C L cv a GRA41Y CAM ASSEMBLY To FIATS; WITH CAII 901 "S AND NUTS, 7 PNMT All ExPo�ED PIPE AND :t nEEI. IND PAINT *Gloss BLACK" AT HIGH 3'-0" AT 6' HIGH WALL - `SPEAKER BOX PVC SENSOR LOOP ABY OWNER) INSTALLATION OF I SPEAKER BO?; - INSTALLED ON DRIVE-THRU BASE. CLIT BACK WIRE MESH 6" AROUND LC 3P. - SENSORS W/ OWNER ----' EXTERIOR WALL OCCURS -SEE SITE PLAN ' - "T � `1 I CV 00 140r PAINT. CAM ASSY. AND 3 t1DtrD11 �F SIGN ra R AT = la' -D nBr.owrE THRU stall+ 6'0 C A T 6' HIGH WALL_ / -_ 1 'O/ � I O C t,T 3 HIGH WP _ — - 00100 L AKL, N JK EDGE OF SIDEWALK OR PLANTER LENGTH - SCE SITE PIAN ---��- , „ c° F. ENTIRE ASSOA8LY CAN Ist.1l' 99 12144 SW S(.'F101,LS CURB _ -- - -- -_, —_ BUILDING SIDEWALK, WALL _ _ 1 -C BE ORDERED ---- THRu—K,RK WILLS (714)7.30-1sO7 -` - - -- - -� EXTEND #4 BAR TO TOP OF WALL FrRRY RD Pg 9 of 52, T AT MENU BOARD A PAS S --- H R U WIN - OR PLANTER CURB DIAMETER = ----1� 10•�� Aon I12o _...... . AOL�16 noz of>n �:k- A02- D08 A02-004-- __ _ .�. mom3/8 Lr�n 20 DE.. SCALEI 1/4 1 -� -_-- -_ PIP C 7 SCALE: 12C�) 3 '4 �'_�� .._.. '" E SCALE' _ _ 8 WNI DTA SCALEI 4 TSCALFI it -Of _ {r.,..11 .. If This police appears clearer (ItafT Ihl• JuN 0 2 2000 dactimeo, the tlocimico is of mal -011,:I quality. 1111('ro 1111 cd I I I Illill'lillJi lilj{ I I I Itjlj (i 1 Iilll I III Ili ii ,-.ilii it I I � j 1 I (C I III I I I I I 1 Ij I lilitl I ;;ll I it 1. Iliill; ilii Il,1ljl ;iijllili�l , I lj4jji iIlji I11tI ;IIjllljljljllllll{111(li 1, Itl II II I ! � INCH M_A4)_E IN CHINA— .. , �:. �:...� 1 tt� t I � ..__ � I .. • I .. I " i .. 3,� 1 • I �u _'--_ 1 .�_. L---iT—.. _-�" � ii I ii'_� _ � . t_ ".�- , �- •. -�. I 11 I 111 �' VIII!!! 1 I IIIc{III 'III Ifll inlnl III ill 1 u Inl II'lli i iiiiiil' i{.n'1 ' I{(' Iii '' I' i III {{0111 t{■Int t tt t '1:'I' "'1• II:IIIi tt ItIIItI I ILII I tLt LI tIIIII utll.n In t�I II 1u t t,� IIIIII,IIIIIIIII,III ,IIII;IIJ! .,.I jll,ll,llll...•„Ilt,,,illli.- •!, ..Il. i I. ,tllli-, .0,1.,11,.,.1 .I.•.jll,I. .li.... N. I {I ! !.. ...,. ., . (� 111 111 .tl II 1 III •Il,tl I IInI I Ill.,j,l I III ,II•I, , �_._, I• .011J..I .i li In1 II. .!t!. ,Itl. .jl.l,.lI,II! VIII i:lll II .�I tl I, I.. I ILII , II. III II I, I, , I L PROJE • 7 r_ CLIENT o Q 0 a cr c'nv (A (V LLJz w LL 0� 4: Z LIJ=a z r W oo 4 M o a - N GA M ad 1 O Q W O J N O Lj � (14N W _ Q Z N M�h � d � C3 W LLj o 14O :- i a- z ono rx W w Z W w K'i m m d PROJE • 7 CLIENT o Q 0 Uj cr �CK LLJz w LL 0� LIJ=a cr r W oo 4 Q °C > GA M U O Q J N O 0 d _ m pU -4-'t M�h � C3 LLj a i a- z ono PROJE • 7 Nr o Q 0 cr �CK LLJz LL 0� cr r W J "1[00rn ' U)CC=a_ O Q a Cf) F- :D DRAWING TITLE REVISIONS I MA l� �J STrMP�`�� r -I R O BF T K LAS rERTr,14• Ok, , N L OF C V PROTO DATE: 2-15-99 81 -DG APP 9 19199 SUBMITTAL � DATE BID DATE CKE NO _95171 -_ EKA NO. 98-98 C SCALE: _ AS NOTED SHEET 3' O" - I ,a A-10 CA) Ir OA CA) IIII C4 10 I 00 r r ►- ! o = I � INSTALL TILE a 3' O" - I ,a A-10 CA) Ir OA CA) IIII C4 10 I 00 r r TOILET ROOM PARTITIONS - 76' -0" SEE ARTITIONS- SEE SPECS. 24'--3!4" 17' -9�" 33'-11" 3'-0" 6'-0" 6'-0" 6'-1 (" 4'-0" 4'-11" 4' 10/1" 4'-0" 7'-0" 26'-11" 6'-.7,. - - - 6'-6" - _ -._6r -I _ 7,-9" ABV NOTE: _ ui vi ' - --- vi p F T P T OKGC TO INSTALL - EMPLOYE �4� 3/4»X 9- vi REFER TO n � � `�° 24/A-3 FOR 'Z CREW RM W n o SHELVES SPACED o � LO —_LZ 16" APART FROM LZ H C DIMENSIONS 108q� �q� IN TOILET FF. C� % �A`� �� FLGOR-PAINT>j 109 2Xs ,- , u' STALLS FURR!NG 12 3 t t 6 22y CA�-91 LAvaELECT. P E L'3 _SEE "E" WC S. A -IU A-3 10 A-,0 A-10 O A- 22 lU ! N 1 _ TYP. TYP. _ " I ' --- -- --- - 1, 0i SIM F.O.S. `� ! 6 c(3) ASV. J 01 i N I :t - -=�_ 2 1 � '2 F.O.S. F.O.S. 0 BULKHEAD WALL BY SC - SEE 2/K7. DIN. RM. 1 102 t 'u2 4 A-1 3 REFER TO "K" ►- ! FOR SEATING, BULKHEAD N NOTE: G.C. TO INSTALL TILE J ITEMS AS SHOWN ON DRAWINGS. a 1) REFER TO "K" DRAWINGS FOR KITCHEN AND a T_ k w O -- 5/8" GYPBD. 0/ 2x I cl0 2) ip 14 i A W ~ '� POSTS INDICATED IN FRAMING WALLS AND Z a FOR LOCATION OF ALL SHFAR PANELS. Z TOILET ROOM PARTITIONS - 76' -0" SEE ARTITIONS- SEE SPECS. 24'--3!4" 17' -9�" 33'-11" 3'-0" 6'-0" 6'-0" 6'-1 (" 4'-0" 4'-11" 4' 10/1" 4'-0" 7'-0" 26'-11" 6'-.7,. - - - 6'-6" - _ -._6r -I _ 7,-9" ABV NOTE: _ ui vi ' - --- vi p F T P T OKGC TO INSTALL - EMPLOYE �4� 3/4»X 9- vi REFER TO n � � `�° 24/A-3 FOR 'Z CREW RM W n o SHELVES SPACED o � LO —_LZ 16" APART FROM LZ H C DIMENSIONS 108q� �q� IN TOILET FF. C� % �A`� �� FLGOR-PAINT>j 109 2Xs ,- , u' STALLS FURR!NG 12 3 t t 6 22y CA�-91 LAvaELECT. P E L'3 _SEE "E" WC S. A -IU A-3 10 A-,0 A-10 O A- 22 lU ! N 1 _ TYP. TYP. _ " I ' --- -- --- - 1, 0i SIM F.O.S. `� ! 6 c(3) ASV. J 01 i N I :t - -=�_ 2 1 � '2 F.O.S. F.O.S. 0 BULKHEAD WALL BY SC - SEE 2/K7. DIN. RM. 1 102 t 'u2 4 A-1 3 REFER TO "K" DWG'S FOR SEATING, BULKHEAD WALLS & TRASH STANDS INFO NOTE: G.C. TO INSTALL TILE BASE ON ALL ITEMS AS SHOWN ON DRAWINGS. i? :.KNEAD WALL BY SC -% SEE 2/K7. \y, c, 11 A-10 A-10 A-3 OC .W 4 - 5 , � -- -- - I ox WOM. 10� ( we �� g e2 -1-o-7 4A- I��nr12 X STORAGE � -- - _ __ �, _ � ,1 �' �" H/G SYMBOLS-- �--"" - ON RESTROOM 106 4 DOORS SEE �O A -It � 2'-0.' DETAIL �?4IA-4 "� 3 � 1/__ ,' loe MIN. 60 MIN -- ► 2 3 --1-- ♦ ,n . .� A-' I _. 20 N c I ry `J CURE A- 3 - _ t 1 A- 10 104 - -- �� ` A-114 � _ _ SCULLERY � VEST -- -; , 3 R ADDITIONAL INFO u I ELEC. R �/j , 1 1 1 -- 1 C + AND DIMENSIONS SEE 1 10 LL-_ - I. 7 // DET. 2a - - �', los 5'-0" A-3 1 �, WTR. HTR. RM.112. --- I �� Cn 2 - I A- t 1 -- - 2 1 10 L10-- 3ME- A 12 5'-0" T 32 ROOF LADDF_ A_a I I - .' APULL NSUL HAND SINK. MOP SINK, SEE "P" REFER TO SRT.A- 11 SEE DET. ' �' 1- a DWG'S &SPECS. FOR ORDER COUNTER � K� I ! w 8 A-3 X �� \ (ORDER 101: SERVING 1031 ! = IT " " - - in ^ -� I I o REFER TO K DWG'S -� o I I 4° -__ ___ ! � KITCHEN 1 1� _ t 03 ', 4 O -- 1 I 3 ,1J 2 A_12 _I COOLER 14'-6 114 'n 8'-3" TO io -- T� I ACE OF WALL is FREEZER I 6.-6" - 3 1 115- �--- HIGH WALL --�l -- K-6 I-( x Z o SEE A--12 ;... � w z of I 1 3 I I I p0 a O L._..... _. � K -s 1.1 �� _ ; ►_ _ 00 1 " Alfa �: �J PULL ANSUL SPACE 46'- U N 0-2 N _ FINIF';i 7'-3" _HOLD Fri'. DRINK CABINET l� G j H ABOVE � _ 0 I - - - - - -- F.O.S. 20 Z CO2 FII_L 3 F.O.S. � I � I 01 N F.0-S.I W/H 5 rn -� - in F.O.S. SHELF UNIT AND SHELII VER MOP SINK FOR I CLEAN EQUIPMENT C*� 'J to I M 04 CID I go F.O.S. NOTE Z _j N 1.., — Z) rn tAj 1) REFER TO "K" DRAWINGS FOR KITCHEN AND a T_ k w SEATING EQUIPMENT. -- 5/8" GYPBD. 0/ 2x cl0 2) REFER TO STRUCTURAL DRAWINGS FOR ALL w O N - LINE OF CHAIR RAIL W ~ '� POSTS INDICATED IN FRAMING WALLS AND Z FOR LOCATION OF ALL SHFAR PANELS. Z M 3) ALL EXTERIOR WALLS AND ALL CEILING � ( O � SPACES ARE TO RECEIVE THERMAL INSULA- 4. TION. INTERIOR WALLS AROUND RESTROOMS AND RESTROOM ad I ,10 x VEST. TO RECIEVE SOUND INSULATION. -(SEE SPEC.) 0 � A tL 7- 4) FOR LOCATION OF FLOOR SINKS AND FLOOR U N DROUNS, SEE "K" & "P" DRAWINGS. 1W! Z N 5) ALL FRAMING DIMENSIONS ARE FROM ROUGH U 0 �1 FRAM -NG, AND UO NOT INCLUDE ANY FINISH +�- � MATERIALS. Q O 14 (p •, 6) ALL WALLS SHAM BE OF 2 x 4 STUDS UNLESS Z O NOTED OTHERWISE. 3 O ,n 1) APPLY BORIC ACID ON TOF OF THE SILL OR BOTTOM ; Z cEAUD PLATE, PRIOR TU CLOSING ALL WALL. 8) PROVIDE BACKING FOR RESTROOM ACCESSORIES 4D LJ m 4 DOOR STOPS, EXP. JOINTS, CABINETS, ETC. 9) PROVIDE OCCUPANT LOAD SIGN #92. VERIFY LOCATION Lr,— WITH FIXTURE INSPF:TOR. CLIEr1I 10) PROVIDE -NO SMOKING- SIGN do DESCRIPTIVE NOTE OR DETAIL (INTERN'L 'NO SMOKING" SYMBOL IN RED) MIN. 40 SO IN IN SIZE LLJ do LOCATED 60" A.F.F VERIFY LOCATION WfTH FIXTURE INSPECTOR 3 U) A03-1101 " d C7 ate. Q 00 NONE a ►w- LLLI A 000 I u CORNER DETAN. I I i I I II I PROJLCT 0 cc L42 � Ir z a I o u; ;■qo W CD v W � � � J � r7 w o goy Of z SCALE, DRAWING TIrLE 36= 11-00 -- INT. FIN. 0/ 5/8" Z GYP. BD. � 2x WALL �- a --- L/P TO BE INSTALLED c PRIOR TO COVE BASE Q d WHERE OCCURS Z ad l� I I 14. REVISIONS -- 6'-8"-8" 6'-8" 16'-9" 29'-3" --- ----- COVED TILE BASE & ------...__ ---- -------_-----------------------_---__ ._-__-_- - _ _-_— --— — --_ - FLR 0/ THIN -SET. 14DCRTXT,DWG XREF:E:\CKF-LIB\14DCBASE(MIRROR) -- - A03-DO3 SCALE: SCALD -----------.-___...-__--_ FL" �w 1/4'=1,-0' TILE BME 3.« 1,-0. 3 _..-- sTAMr 00 \ W.C. °S O M . O -- BOTTOM F /`r - - ----- --- — 2x BACKING C C''� e 48" MIN. �� CAP t BOTTOM OF SOFFIT L, > �� RT - 6 MIN. - MOULDING CAP --ti -- ------ KEG TO FURN & GC C.rs t ao ? � TO INSTALL J Z V m �— 9 AVI U E ON � I . �` S/S SPLASHGUARD ' s 6'-8 0 -- 4 2 SIDES AT WALL TO C Q`• N o _z FIT OVER LIP OF SINK , , <: 25" SQ. r ` •T"J-- _ CO -2 FILLER BOX -—_---1 -- - -- _ - T1 OVER 3/4" - I - _ .__ __ ___. PROVIDED BY OWNER AND - - L— PREFORMED 10" DIA. INSTALLED BY GC. CLR. SILICONE PR070 DATE -2-15-99 FIBEPGLASS COLUMN W/ G.C. TO PROVIDE -- PI- D. TOR. -� BASE & CAP _ - - - - -- -1 �, » SILICONE SEAL - - -- 12" HIGH aLDG. W.C. ca PROVIDED AND INSTALLED 6-1 /4 X6-1 /4 POCKET EA. SIDE AND TOP 12- HI /8 W.P.W�P. SUB ITTAL 1� 'SPR g 1D99 -- -- .— BY S I I AT 6E1 TO CENTER A.F.F. - L________ �- 2 a ---- 24"x24"x10" MOP SINK 18 2x WD ® 16"O.C. ` 10" 4- AT VINYL CORNER GUARDS Q --- " � u� � 1,-;::�.-= --=Q`- AT ALL CORNERS AND S SEE SPECS. BED ,v -0 CLR FIN. _ -- I UNPROTECTED OPENINGS— - elo DATE: SEE SPECS -6f� ----- •�- �---- EXTERIOR OF BUILDING � - - COVE TILE BASE - ` iv _ -- COVED TILE BASE & CKE NO. 95171 - --` Go _ji - �IUCON SEAL. JOINT INT. FIN. 0 5/8" GYP. / ------ - /7 _.---- - - -FLR 0/ THIN -SET. - c) V - c- - — ^_ _ - - /EKA NO. 98-98 C M f _ N 1 O ._� — _- - - 70P OF COUNTER ----- -- x , BD. SEE FIN. SCHED, T — -14 Sl_ � SHEET LA --- ��, ►- 11U.+ i�r'4 -- _-- Lj n�).i U/U - A0,5 -D16 A03 -DOD — Ai1a I)il�oTLLrR 0 x a- KALE, SCALE: SCALE. � BATHFO Ms UT ►w) 24 C103 MUL. _ 20 0aLklm r.,ua 16 002 ®ox SCALE, 12 Q� SCALEI , SINK SCALE, , A�3 N. 4 1 1 /2 -1 -0 N.T.S.�w 3- 1 0 3- 1 0 3- 1 -0 ti iN 4y UIIItiU C: KL'S JK " 144 SW SCROLLS I.RRY RD F'X 10 of 52 .:• ri N • r ..:. Vi. 7 t"px{q.'3x -r E '-dr '-n l,'.:•• :; .•c'p@" _ .a ':+{! .. -- - - ..._,._ .. _. .._.._.-.. ; `!, M. r .'';'a .',, P a -.k,. air. « 7„ .• : `. 4 s�+,p':::` `d,+z _S �l� h:. ,, itT£;^k -N . y'.3 `fin �f .. .., 9 `q. x. r, ,a �: `;-.,. "i :I F @;+V ` A rr . ! \ , .,•. . hC F'M��,i low q� �' ..:. �. - ...• �. ..� .. %�",N ` :.111"T" 3 i1 14�ii . h l .•., R n ,r ,-... . r S `.. !, v r,• 'J.. I�•t tlOt,ee appears 1e.1 �•S r'� i1t-e tflvl �� tt . � Irt 1. 2000 decutnent the docuielcnt is of m:l, m:.l u:11i1� I '* 111 ,1 , I: �iR,4kW �6„ .,... .v s.". .... �.. -..cwt ., .. .,.[4y..l.w - w'r+,.., Ay, :;,. "rul ,. �'. :"rk•• ` ''I iil.'i1' tI1 I11i'Iii ,IIi�" ! � ISI (•t II�� j , � I i:;iLil�lIll?I!ji!!11 I !llillll,lj!�i ;11. �+I! il! !!I!�Illil��;!ilf!!I!ii!I!!III!!!iiil!ii!!!!�!L!!!!!!�If!1I!!!!�I!I!'II!!�ifiii!!ij�i;��lill;!!!;;II fli'f"1'flf�lfffll';II!!IIt';'f�1ff,IIllf�ltf111H!�ffIllfllllffll!tl I Z _j N 1.., Z) rn tAj H.M. DOOR JAMS I 00 L0 U T_ k w -- 5/8" GYPBD. 0/ 2x STUDS AT 16"0/C U W Z Z - LINE OF CHAIR RAIL W ~ '� a-• LL QC!)cr0 u CORNER DETAN. I I i I I II I PROJLCT 0 cc L42 � Ir z a I o u; ;■qo W CD v W � � � J � r7 w o goy Of z SCALE, DRAWING TIrLE 36= 11-00 -- INT. FIN. 0/ 5/8" Z GYP. BD. � 2x WALL �- a --- L/P TO BE INSTALLED c PRIOR TO COVE BASE Q d WHERE OCCURS Z ad l� I I 14. REVISIONS -- 6'-8"-8" 6'-8" 16'-9" 29'-3" --- ----- COVED TILE BASE & ------...__ ---- -------_-----------------------_---__ ._-__-_- - _ _-_— --— — --_ - FLR 0/ THIN -SET. 14DCRTXT,DWG XREF:E:\CKF-LIB\14DCBASE(MIRROR) -- - A03-DO3 SCALE: SCALD -----------.-___...-__--_ FL" �w 1/4'=1,-0' TILE BME 3.« 1,-0. 3 _..-- sTAMr 00 \ W.C. °S O M . O -- BOTTOM F /`r - - ----- --- — 2x BACKING C C''� e 48" MIN. �� CAP t BOTTOM OF SOFFIT L, > �� RT - 6 MIN. - MOULDING CAP --ti -- ------ KEG TO FURN & GC C.rs t ao ? � TO INSTALL J Z V m �— 9 AVI U E ON � I . �` S/S SPLASHGUARD ' s 6'-8 0 -- 4 2 SIDES AT WALL TO C Q`• N o _z FIT OVER LIP OF SINK , , <: 25" SQ. r ` •T"J-- _ CO -2 FILLER BOX -—_---1 -- - -- _ - T1 OVER 3/4" - I - _ .__ __ ___. PROVIDED BY OWNER AND - - L— PREFORMED 10" DIA. INSTALLED BY GC. CLR. SILICONE PR070 DATE -2-15-99 FIBEPGLASS COLUMN W/ G.C. TO PROVIDE -- PI- D. TOR. -� BASE & CAP _ - - - - -- -1 �, » SILICONE SEAL - - -- 12" HIGH aLDG. W.C. ca PROVIDED AND INSTALLED 6-1 /4 X6-1 /4 POCKET EA. SIDE AND TOP 12- HI /8 W.P.W�P. SUB ITTAL 1� 'SPR g 1D99 -- -- .— BY S I I AT 6E1 TO CENTER A.F.F. - L________ �- 2 a ---- 24"x24"x10" MOP SINK 18 2x WD ® 16"O.C. ` 10" 4- AT VINYL CORNER GUARDS Q --- " � u� � 1,-;::�.-= --=Q`- AT ALL CORNERS AND S SEE SPECS. BED ,v -0 CLR FIN. _ -- I UNPROTECTED OPENINGS— - elo DATE: SEE SPECS -6f� ----- •�- �---- EXTERIOR OF BUILDING � - - COVE TILE BASE - ` iv _ -- COVED TILE BASE & CKE NO. 95171 - --` Go _ji - �IUCON SEAL. JOINT INT. FIN. 0 5/8" GYP. / ------ - /7 _.---- - - -FLR 0/ THIN -SET. - c) V - c- - — ^_ _ - - /EKA NO. 98-98 C M f _ N 1 O ._� — _- - - 70P OF COUNTER ----- -- x , BD. SEE FIN. SCHED, T — -14 Sl_ � SHEET LA --- ��, ►- 11U.+ i�r'4 -- _-- Lj n�).i U/U - A0,5 -D16 A03 -DOD — Ai1a I)il�oTLLrR 0 x a- KALE, SCALE: SCALE. � BATHFO Ms UT ►w) 24 C103 MUL. _ 20 0aLklm r.,ua 16 002 ®ox SCALE, 12 Q� SCALEI , SINK SCALE, , A�3 N. 4 1 1 /2 -1 -0 N.T.S.�w 3- 1 0 3- 1 0 3- 1 -0 ti iN 4y UIIItiU C: KL'S JK " 144 SW SCROLLS I.RRY RD F'X 10 of 52 .:• ri N • r ..:. Vi. 7 t"px{q.'3x -r E '-dr '-n l,'.:•• :; .•c'p@" _ .a ':+{! .. -- - - ..._,._ .. _. .._.._.-.. ; `!, M. r .'';'a .',, P a -.k,. air. « 7„ .• : `. 4 s�+,p':::` `d,+z _S �l� h:. ,, itT£;^k -N . y'.3 `fin �f .. .., 9 `q. x. r, ,a �: `;-.,. "i :I F @;+V ` A rr . ! \ , .,•. . hC F'M��,i low q� �' ..:. �. - ...• �. ..� .. %�",N ` :.111"T" 3 i1 14�ii . h l .•., R n ,r ,-... . r S `.. !, v r,• 'J.. I�•t tlOt,ee appears 1e.1 �•S r'� i1t-e tflvl �� tt . � Irt 1. 2000 decutnent the docuielcnt is of m:l, m:.l u:11i1� I '* 111 ,1 , I: �iR,4kW �6„ .,... .v s.". .... �.. -..cwt ., .. .,.[4y..l.w - w'r+,.., Ay, :;,. "rul ,. �'. :"rk•• ` ''I iil.'i1' tI1 I11i'Iii ,IIi�" ! � ISI (•t II�� j , � I i:;iLil�lIll?I!ji!!11 I !llillll,lj!�i ;11. �+I! il! !!I!�Illil��;!ilf!!I!ii!I!!III!!!iiil!ii!!!!�!L!!!!!!�If!1I!!!!�I!I!'II!!�ifiii!!ij�i;��lill;!!!;;II fli'f"1'flf�lfffll';II!!IIt';'f�1ff,IIllf�ltf111H!�ffIllfllllffll!tl I 1101 A04 -D21 PLYWOOD WHERE OCCURS SEE S FRUCTURAL DRAWINGS FINISH -SEE EXTERIOR ELEVATIONS SCHEDULED INTERIOR WALL. FINISH do FLOOR FINISH ---- INSULATION STUCCO SCREED ^ ! CONTINUOUS SEALANT 0.SACK AND PAINT ALL o EXPOSED FOUNDATION TO MATCH STUCCO 9 I SCALE mom� 30- 1' --0� 21 SY►tBOL:> SHALL BE Cr)IIERED ON THE DO(* AT HEIGHT OF W' WALL S00a SHALL ALSO BE LOCATFI) ON rHE MALL ADJACENT IO THE U? ,rt OUTSIDE Of THE DOOWWAIS LEADING TO fHE SANITARY FACILlTifS, E'ER SRCTI0N 1 I I IR 5.9 0 / \� - MEI RrSTROOMS 12" 12'12- W/ 1/4" TWX W,/ 1/4" T—MCK- __W,/ 1/4- iHICK (213) SIS - 4801 Monrl�rn *OMEN'S 840 �PF010E PROVIDE AT SPACES WITH TWO TOILET ROOMS MEN'S 840 -A AovipE Ar SPACES WITH TWO TOILET R(X)MS� UNISEX 840-8 AT SPACES Wm1 TWO TOILET R00115 A03CD24 HX SYMWX SCALE_ N.T.S. I to N PLYWOOD WHERE OCCURS SEE STRUCTURAL DRAWINGS FINISH -SEE EXTERIOR ELEVATIONS SCHEDULED INTERIOR WALL FINISH & FLOOR FINISH INSULATION -CONTINUOUS SEALANT �- STUCCO SCREED t --- SACK AND PAINT ALL n EXPOSED FOUNDATION " f' TO MATCH STUCCO z z A04 IiIJ ROOF ACCESS HATCH SEE SPECS. ---- - W ----- CUPS' W/ INTERGRAL CAI' PLASHING - -A 4" n2ER CANT QTDID BUIi-f-UP ROOF PLYWD SHT'G L 6"x3".x 1 /4"x4" 6' -C1" O.C. MAX M.B. THRU FRAMI TO RAIL SUSPENDED CEIL' STUD WALL at 16" O.C. - SCALE, 18 3'= V-0' - 51/8" SPI BAR RUNG 6' CLEAR FROM WALL PAINT PAINT GLOSS BLACK R.P. - 1 5/8" 'P. BD. NOTES 1. ALL EXTERIOR NAILING SHALL BE GALVANIZED FINISH NAILS DRIVEN FLUSH WITH SURFACE. 2. ALL EXTERIOR TRIM SHALL BE AS CALLED OUT IN SPECIFICATIONS. 3. INSTALL ADDRESS NUMBERS PER CITY STANDARDS. PROVIDED AND INSTALL BY G.C.- CONTACT LETTER PERFECT PHONE (714)871-0220 - SEE NOTE BELOW 4. SEE FINISH SCHEDULE FOR ALL COLORS AND FINISH MATERIALS. ADDRESS NUMBER NOTE: FIRE DEPT REQUIRES PERMENANT THREE DIMENSIONAL 12" HIGH IN APPROVED LOCATIONS, CONTACT FIRE DEPT. TO VERIFY LOCATION. nils 11! SCALLI DBL. STUD AT EX P. JOINT 13 SCHEDULED FINISH - METAL EXPANSION JOINT SEE SPEC. PAINT TO MATCH ADJ. SURFACE. SIM. SIM. NOTE" SEE DETAILS FOR FINISHES OF ALL DOOR AND WINDOW TRIM. )" TOP 0- F; j, R SIGN 3" TOP OF IPET ISH -COLOR 35 AWNING -SEE SECTION x,_61, 80T_, jh )F SOFFIT iILDING ADDRESS E NOTE #3. _L "STAR" BY OWNER OF_SLAB;� SCALEI14 WEST ELEVATION - FULL SCALE, ----- I/ 4'= 1' -0' 240A.G.1. MMEEIAL GUTALL TABLE RTAlOOF PAINT GUTTER AND DOWN SPOUT- �J 24GA.G.!. SHT. MTL DOWN SPOUT -3"X4" STRAP TO WALL AS REQ'D. 2x2xl2 CONC. SPLASH BLOCK ON B.U.ROOF GUTTER & DOWNSPOUT N. S. TRUSS - WALL FIN. -SEE EXT. ELEV. 15 14 X 24 G.I. VENT A TOP OF TOWER PAIAIT 7*0 ►IATrW c I c c U ul 0- t0 N at N W Z Z M N O a ul) 1 0 x Q V) D C Wi-, M r� L&A' Z CAN a w s O U-) SZ Xn a 41 W j ►r.' w i m m a. � z UJI Qa J = Ir00 J N O J �c)U �nt }- M u j WFW--Q C)_ z cc (D cn 0 IJ e r; 0 ,i z Cc ;x Z LL0 n o � UJ B W ES OO � oc O (n cr :* � CL (n DRAWING TIT, L CD Z O Q U) W Ll.l c 0 rr uj W REVISIONS 1Q 4-9-99 STAMP RCBFRT R. KLAS i e l-�VERTON, C -e 4-x 1 . CF a ----- 3/8"x2" STEEL. RAILS -GLOSS \I / I PROTO DATE. 2-15-99 � ROUNDED at TOP & BLACK —. -T_, BLDG. hC'R 9 194 c' BOTTOM FRSE ALL EDGES- � - - ------ ---� BACKING -1x4 TYPICAL 7 �-to A -TIP tJ N 1x6 AT BARREL OR SUBMITTAL '- "S TILE. -. DATE: w L_ 4x4 BLOCKING -- ---- --- - ----- -- -- - �--j � --- _ - ---- 24 GA.G.!. "Z" BAR- 8 I PAINT TO MATCH WALL 30 �L '- • ------ 21 18 Be 8A BA BID DATE: -- I--�--- =_ - i N - - -- 24 GA.G.I. L' MTL W/ OR TYPICAL --=- --- J�-- -- _ 6/LEG. TURN LEG UP PER 4STRUCTURAL SHEET S-1 A -to A -to A -to CKE N0. 95171 a 1S"2 TILEOR BARREL OF 51 -I - i EVA No. 98-98 C — -- W SCALE: AS NOTED J �� A04 T!�0 x104-1116 DCRWEST SHEET I x � SCALE, ISCALE,A�4 SCA -L- EI 20 M'�FA9F 3�'0' LW l� I'yy U116U AKL'b #_ it -Of 4 144 5W S('NOLLS RRY RD Pg I 1 of 52 ro - 0. ttnlenl, file Xlocunlenf is of 111;11-t;innl XI11,11i1}. Illl('f(1LI�Illed i!!!i!!!�!!!!ti!!+lliiiii iI`t{illi {i{�lil►li�iji;llijlj ;� ly{Ijlillilljiil;4 I I�Ijllijlj►jl IIi!� �►lll�il�! � w i!Iti!II IIt111itII'll 111 ll ll!til 111 t:,l�l•ll ...lil II!UI 111�111111tIIII�ii111 iill}IVU Ill ntIII UII•Illlli!lilllllil{{II I�� . r tnlll,l Intl !,�n.ill I nl... i ,II ..f1 eUl tltu� i III ri«..F. I ■.. I a SIM. TO DCRNORTH NQ9M SME ELFVATx)iV - B U P 99 00160 CARL'S JR 12144 SW SCHOLLS FERRY RD Pg 12 of 52 UCRSOUTH �� ;_I. �a.L�.► TILE RAKE ('9 1.4 X 24 G.I. VENT ® TOP OF TOWER PAINT TO MATCH E.I.F + - If this notice appears clearer 111;111 the JUN 0 Z X000 d6cnment, the document is of marginal quality. 1111c1'(1f 11111ed ' .� Ill 1 l I'I'!{! !►ill I'I{i III iii i ',` +� UNCI I M l l; i l I I' I l i 1 1 1,:; 11j i i ;�� !Ilt ,II'(il {II ilir,ij ji i(l,i�ill� ; I!{:ill �I(r11{r I t{i(Ili�l( �i liriiit�ll(II h r _ mom 10, IN CH INA _. � j i t .-OT _.w f :c 1 }, II III Iltl I I IIiII ill lil lii r,i Ii 1 it ,lily illi 1!'I it t r— I I. I' '' ..t. ..,1 I rrrl r t nlr n :1 r , r u n n I n �Illlllllllll,rlllll. ,!11111 {!„.,1111{11,1,:111{1....111{,r.l IIIiI.,,l,.,I..,IIIlI,.I.IIIII..I.,,,..u.,..l ..,, . II ,ills! 1 i tr,l 1 ri Ilri 1 lirrrl rrrtr r t t r , t tr .,,It r trrlrrr it I „ 1.:11.!{t„trill{iii,rlllu.i.�rllrllrr,..,1,r{L,nl,Ilj,....,r{Ijnullnnrrllllr,n.rrllllllr,}II,I.. )F TOWE TOP OF_.., FRAMING ` CAL AWNING ” BOTTO RUSSES 18'--0" TOP OF PARAPET J _9'-6" BOTTOM OF TRUSSES 0'-0" TOP OF SLAB SCALE: CLIENT h U 0 z W � CKE No 95171 vi w w 2 t) (% a O SHEET cD V) 0c) (0 A i W Z W CO t0 Z 1_ J g En M O a Ln 1 00 x Q (A O O Z d w cl- w a owo Z O It r d (t% 1,11r Z M 3 O O N m W wZW ED Ln d CLIENT DRAWING TITLE O O w Q w REVISIONS Al 4-9-99 0 0-1 I STAMP D fj jti�� RG BERT R. K LAS F , �D uvea r R f 4cy PROTO DATE 15-99 SUBMITTAL DATE: ;; -- BID DATE; 0 z W CKE No 95171 vi w w 2 t) (% �cAi.F O SHEET for > 0c) (0 A U uJ CO ; J C7 ACU ed d w cl- u- owo DRAWING TITLE O O w Q w REVISIONS Al 4-9-99 0 0-1 I STAMP D fj jti�� RG BERT R. K LAS F , �D uvea r R f 4cy PROTO DATE 15-99 SUBMITTAL DATE: ;; -- BID DATE; CKE No 95171 EKA NO. 98-98 C �cAi.F 1/4" =1'-0" SHEET A-5 a PENDANT LIGHTS AT 6'-6" SEE "E" DRAWINGS OVER -FLOW PIPE I I _ II �� II ! LINE JF AWNIN(S - ) STUCCO SOFFIT TYPi 33] 5:-- IIII - FLUOR. STRIP LIGHTING --- -- 30" SEE "E" DRAWINGS VENT SCREEN - TYPICAL AT EXTERIOR SOFFITS -SEE SPECS PAINT TO MATCH STUCCO ( 7 1 Illlililllill ■I � II!i�!IiII it 0 IIII VIII II IIII�III!'ll III VIII II 1116fllaill SOFFIT EXPANSION JOINTS------ TYPICAL- OINTS----- TYPICAL- PAINT TO i4 II MATCH SOFFIT SEE SPECS LINE OF AWNING -- )(- - - - "' 3� FLUOR. STPIP---�---� LIGHTING UNDER I I C' — AWNING -SEE "E" DRAWINGS n I I W I I L°1 3) DOWN LIGHTS - SEE "E" DWGS STUCCO SOFFIT 3/8" PLYWOOD FIRESTOP AT 10'-0"0.C. i-'LUOR. STRIP LTG- ---__....------_-___._------ `1E "E" DRAVIiNGS DC'-YNLTS-SEE "E" DWGS - - Il_LUM. "EXIT" SIGNS -SEE "E"DWGS . ' OVER -FLOW PIPE I I - -_#ffi� 3 1 EQ EQ - - E° FO 4=Dff WL W O l CE ER 8' TRACK LIGHIING to SALAD �- ., kNNERS OVER SAL.A[ RESTROONI EXHAUST- -- - -- SEE "IA" DRAWINGS LINE OF AWNING -'SEE ELEVATIONS 5/8" GYP BD (;EIL.'G o/2x6 C.J. at 16" o`c SEMI- GLOSS ( 10 ) FLUOR FlX - SEE "E" DWG'S lYP 4' -3 --_--- CEN I ER FIXTURE _ IN RO0 vi `-0 IC _)1 6" 8, 0" • I -J X 10 8' - 0 2'_.0• -2'-0'_ 9 -0 m is OCCU LOAD SIGN I" •I 7 JL- - — - 87_160I �- - -n -OVER-FLOW PIPE I - - N - -1-- - r (0) -- LIN OF MENU A-6 i ' 4 I BOA D(N.I.C.) A-16 I lV - - • A- 4) - - - --- - g -5 SIM. - 1 . ....W.. X10 — r� I ACCs COLUMN M1 OFC LUMN ON, [t T. A-12) ' h _ I rl A*LL� 6 \� ` 1 I SIM. 4 --- Q - \ O 1 dD ROOF ACCESS i� HATCH A-) 21 )CEB�GGo�2B6 C.J. at ----- 16" a/c PAINT 1 p> SEMI-GLOL SOFFIT LIGHT - SEE "E" DWGS 3 18 1>I1 _g TILE CEIL'G ON GMIEW NATES T -BAR SYST. FLY FAN- - SEE "M" DWG'S A*LL� 6 \� ` 1 I SIM. 4 --- Q - \ O 1 dD ROOF ACCESS i� HATCH A-) 21 )CEB�GGo�2B6 C.J. at ----- 16" a/c PAINT 1 p> SEMI-GLOL SOFFIT LIGHT - SEE "E" DWGS 3 18 2x4 ACOUST. _g TILE CEIL'G ON GMIEW NATES T -BAR SYST. FLY FAN- - SEE "M" DWG'S - STUCCO SOFFIT 003 HOOD -TYPE 3 LOC. -SEE "M" DWG'S PRE -FAB COOLER/FREEZER CEIL'G, KEEP ATTIC SPACE CLEAR o/COOLER/FREEZER NOTES I. LOUVERS, AND PANEL FRONTS SHALL BE SPRAY PAINTED TO MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED ITEMS. NO BRUSH PAINTING OF 1 NESE ITEMS WILL BE PERMITTED. 2. ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH ONE COAT OF SEALER AND FOLLOWED BY TWO COATS SEMI -GLOSS ENAMEL WITH STIPPLED FINISH. (SEE SPECIFICATIONS) 3. FOR DETAILS NOT CALLED OUT ON REFLECTED CEILING PLAN, SEE INTERIOR ROOM ELEVATIONS. 4 REFER TO SECTIONS AND DETAILS FOR VERIFICATIONS OF ALL CEILING HEIGHTS. 5. PROVIDE EXPANSION SCREEDS IN EXTERIOR SOFFIT AS SHOWN. 6. CEILING HEIGHTS SHOWN ARE FROM FINISHED CEILING SURFACE TO FINISH CONCRETE FLOOR. 7 LOCATE ALL LIGHTS AND CEILING REGISTERS SYMMETRIC-- , ALLY CENTERED OVER DOORS, WINEOWS OR BAYS OF CEILING DESIGN AS INDICATED 8 FOR ALL REGISTERS AND DIFFUSERS SEE "M" DRAWINGS. 9. FOR ALL ELECTRICAL UrHTING FIXTURES SEE 'E' DRAWINGS. — - --- wr1N Cn LLl U GMIEW NATES SCALE: -, z �� > U 0 � NONEa `r' a w w cD N In dC 0 04 I D `J Z SCALE, ^ L NONE Z \ g v O a. I 00 a oLO a$LA- Z L.LiU W h M 1. ALL LIGHTING FIXTURES SHALT. BE POSITIVELY ATTACHED TO THE SUSP'D Q a o Ll.) = C CAPACITY OF 100 X OF THE LIGHTING FIXTURE WEIGHT ACTING IN z DIRECTION No 12 GA HANGERS SHALL BE ATTACHED TO THE ANY Q GRID MEMBERS WITHIN 3" OF EA. CORNER OF EA- FIXTURE. LTr TANDEM FIXTURES MAY UTILIZE COMMON WIRES. O cD M O ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO No 12 GA HANGERS PROJECT viW CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, THESE WIRES MAY BE SLACK. Q Z O Q d O � OwD 3. LIGHTING FIXTURES 56 LBS OR MORE SHALL BE SUPPORTED DIRECTLY �L.iEN7 (f• - FROM THE STRUCTURE ABOVE BY APPROVED HhNGERS. �= W d z Z 4. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY /) FROM THE STRUCTURE ABOVE USING No 5 GA WIRE OR APPROVED — - --- wr1N Cn LLl U GMIEW NATES SCALE: -, z �� > 0 05c NONEa ca w w J N O DRAWING TITLF D m SCALE, ^ L NONE LIGHTING FIXTURES: oLO L.LiU h 1. ALL LIGHTING FIXTURES SHALT. BE POSITIVELY ATTACHED TO THE SUSP'D Q CEILING SYSTEM. THE ATTACHEMENT DEVICE SHALL HAVE A Ll.) Fw.- C CAPACITY OF 100 X OF THE LIGHTING FIXTURE WEIGHT ACTING IN z DIRECTION No 12 GA HANGERS SHALL BE ATTACHED TO THE ANY Q GRID MEMBERS WITHIN 3" OF EA. CORNER OF EA- FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 2. LIGHTING FIXTURE WEIGHING LESS THAN 56 LBS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO No 12 GA HANGERS PROJECT CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, THESE WIRES MAY BE SLACK. 054 Q T O 3. LIGHTING FIXTURES 56 LBS OR MORE SHALL BE SUPPORTED DIRECTLY Ir FROM THE STRUCTURE ABOVE BY APPROVED HhNGERS. �= z 4. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING No 5 GA WIRE OR APPROVED cc z ALTERNATE SUPPORT WITHOUT USING ME CEILING SUSPENSION SYSTEM & a� � I� FOR DIRECT SUPPORT. r - A06 -POP I sr vtprtKx HANotR INPE AT 4'-0' O.F.. EACH WAY-TIV. "OMQC RICT'J VERT. COM►RESSION STRUT AT 70 O.0 EACH WAY OF } 4- E.N.T. CONOW FVM POINT. TO START WITHIN .'-0' FROM EACH W LL --- s- '5 �.[/ I� w J HORIZONTAL-TYP AT ALL COLUMNS -- -----_ ---� --- \_/ ---- n 11 „", _ _ en 12C1 SPLAY WIRE MW14G i� J �� . I I I W ft4w of mw RHED UM.ER ` 4 .rt W QE- I------OVER-FLOW PIPE NNALL °�4 t"PECTIOr°.'""' a, W ad II(� -AT RUNNER OVER -FLOW PIPE I .. -- - � III .,•�' ,► SPL ,CI: -- DINING ROOM FLUOR. LIGHT -1 2X2 ACOUSTIC TILE ON MAW RLINNEP I w ' r"BAR GRID SEE SPEC. FIXTURES -SEE "E" DRAWINGS 3 L - _. __ __-- -- -- _ _-:._ ._ ._ - -- -. _ - -- -- __ - _ - - - -- ._ - _ -- -- - :_ _ - _ __ _ - _ _ - __ - __ I STUCCO SOFFIT ALIGN GRID WITH TRUSS C17D5/8" GYP 8D. _ _ HANGERS FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN AS MUCH AS POSSIBLE. A-6 SOFFITS -SE C3)- � THE NEW EDITION OF THE U.B.C. 94 - TABLE 25A SECTIONS 2504, FASTENED TO OR REyIS10N5 SPEAKERS -BY OWNER - - SECTIONS E0' lu'-o• ID' -Q- 1o' -D' Ela. EMBEDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. - 14DCRA6T.DWG XREFNEI\CKE-L[B\14DCBASE(MIRROR) REFLECT0 CBM PLM SIMPSON A-35 Al 4M T7 KIT.�-- 2X4 AT 16"OC CEILING - [- SIMPSON H-2.5 HVAC REGISTERS- SOFFIT LIGHTS- HANGERS SHALL BE SADDLE -TIED AROUND MAIM RUNNERS TO DEVELOP THE FULL STRENGTH A\ SEE "M" DRAWINGS TO FLY FAN- - -- SEE "E" DWGS OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SWILL BE BOLTED WITH 3/8' BOLTS SEE "M" DWGS TO RUNNER CHANNELS OR BENT' TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART p - - - VERIFY ACTUAL LOCATION ONE HOUR RATED OF THE HANGER. SOFFIT & FASCIA METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL COUNGS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM BUILDING CODE CHAPTER 25. 2X4 SMOOTH AND -- -- ---- --- WASHABLE CEILING <RTICAL WIRES TO START MAX. 8" FROM EDGES ON MAIN & CROSS WIRES. — TILE -SEE SPECS VER!'ICAL STRUT TO BE ►t^X. 12' O/C L4, AND --- SCALE 7SCALE: — - -- - - 1/4'= 1'-0' SUSP. CEIUNG DETAL NONE 2 X BLK'G w TOP & 1 STAMP p ' _ ! 13077. CHORD LEuFL --- --- ._-.. _ - -- I .11 �- - SEI' STRUCT. I t v , i MIN. MAX. _ i _ROOF SHEATHING -BOT. OF TRUSS F- TRUSSSEE STRUCT, DWGS. FOR FRAMING 1— --- - R ERT R. K L. S r' SEE STRUCT. DWGS. -- - --- INT.FIN.-SEE INT. ELEV. , �1lT�TT_I A I URRMT��L_ - - --- FIOOD SUSPENDED WITH METAL I I '1 r� RODS FROM STRUCTURE 6" zz 2X4 CONT,! % HAVER'/ f:GON L DIN. RM. CEIL. (17) ABOVE ii I 2X4 FLAT At 24' 0. C. 2X61 METAL STUC' WALL III In 11 fill Till _ '---I X 2 (42 ----- 1 HOUR RATED W - - ��_- BRACE AS REQUIRED. i �4'4r. -- ACOUSTICAL N `"�----- 5/8' GYP. BD, I CEILING & GRID W/ TIGT HBUTT JOINTS -�- --__ �_h`' L_ _ _ J PROTO DATE: Z-15-'99 u- 20 }- I � N __ ,,, �- � �- 10 j � - LINE OF MENU BOARD --- -' d-- HOOD -SEE "M" DWG'S 0r �----- 2X4 CONT, (N.1.C.) BLDG 1 APk b a I - ------ DU' T -SEE "M" DWG'S a SUBMITTAL 9 199 _ o OATS -r— SNUG FIT AND SEAL ALL WW -- TILE HD. JOINTS PER CODE ALL TILE TO BE 0/ 3 �_.- --- cv MOIST. DRESIST. � I CEILING TILE _ BID DATE:_ SOFFIT LIGHT -€,-.a.----------- `` SEE "E" DWGS '' ---- _ - - 2 LAYERS OF 112" GYP. BD. 00 -- 7 : BTWN 2 --LAYERS OFCKE No 95171 a a 5/8" TYPE "X" GYP. BD. TYP. u S.S. JAMB n o 4 SIDES OF SHAFT THE AREA BETWEEN DRAFT STOPS SHALL NOT EXCEED 3,000 SQ.FT, K-6 EKA NO 98-98 C . "j (1,000 S.F, At FLR/CI_G ASSEMBLY) AND 1HE GREATEST HORIZ. DISTANCE SHALL NOT EXCEED - 00 cio PAINT GYP. BD. m I U.L.#510 1 HR. SHAFT 1 60 FEET, WHEN APPROVED AUTOMATIC SPRINKLERS ARE INSTALLED, AREA BETWEEN DRAFT- SCALE: AS NOTED - STOPS -- MAY BE 9,00(' S.F. (3.000 ST, AT FLR/CI_G ASSEMBLY) & GREATEST HORIZ. DISTANCE r- A06-D?U - -T -- - STUD WALL MAY BE 100 FEET. SHEET �� AO() U1(,a (OCCURS AT FRYER ONLY) A06_DU8 _ Am ! is ' ._._.-.�_ ._. SCALE, � M SCALE: � SCALE, SCALE, A-6 12 11-011 20 4 1 1/2'=1'-0' 16 �T " ��L 1 1/2'= 1'-00 � wm ,_ 0 4 1I199uuIoo'(-AHL N.IK .", 12144 SW SCHOL[.S- FERRY RD Pg 13 of 52 �11111111111m - "I - -- 111- -1-1 "1 -1 - If this 11olice ;11111ears dell11►:111 Ilc JUN 0 2 2000 ,I dVC11111CI1I, Ile (1OCIII11e11I is Of 111,11 �!in;11 (111;11.13. : ►--- - , I iI I II'I'1 IJ Jill �, I�IIi I�Iiil II 11 I! INCH ( MADE IN CHINA t �' 111111!1111111111111I!I I!I illl'!IIlIIII!!I IIII!!! !IIII!'!! 1!! 11!!!!! ii!I IIl�I I _ 111!I1111��1111111i!I!III' �Illli !111 lit I illi 11{;li(! ;iilill ;I !;I!j.,111111111!1I Iji;!I�lllillijllil ' 1111. 1..11;• p� ! -� iT 17 -it-. ff Q- .-v IIII!!!,!!I!IIII;;;ill;III!I!!!I•II!!�lii!i,�!i11Ii!il!!i�!!f!ii!!lill!!iE!!!4!!I!I!!!!!IIl,ily!IIl11IlI!l�.,..1•I I •.1!!1111.11 IT i'',111111{lI�IIIII!1{[+'lllllllllill,111{II{'1'1!{1111!!{II!!IIIIII!I!1 - _ I. I IL11 11 I.UI 111' III 1 11,... NUI 1 II.'J, IIID IIII II 1 Irl ca'� Cn LLl O Qi W r - 0 05c z ®� U) F- DRAWING TITLF SCALE, ^ L NONE s- '5 �.[/ I� w J HORIZONTAL-TYP AT ALL COLUMNS -- -----_ ---� --- \_/ ---- n 11 „", _ _ en 12C1 SPLAY WIRE MW14G i� J �� . I I I W ft4w of mw RHED UM.ER ` 4 .rt W QE- I------OVER-FLOW PIPE NNALL °�4 t"PECTIOr°.'""' a, W ad II(� -AT RUNNER OVER -FLOW PIPE I .. -- - � III .,•�' ,► SPL ,CI: -- DINING ROOM FLUOR. LIGHT -1 2X2 ACOUSTIC TILE ON MAW RLINNEP I w ' r"BAR GRID SEE SPEC. FIXTURES -SEE "E" DRAWINGS 3 L - _. __ __-- -- -- _ _-:._ ._ ._ - -- -. _ - -- -- __ - _ - - - -- ._ - _ -- -- - :_ _ - _ __ _ - _ _ - __ - __ I STUCCO SOFFIT ALIGN GRID WITH TRUSS C17D5/8" GYP 8D. _ _ HANGERS FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN AS MUCH AS POSSIBLE. A-6 SOFFITS -SE C3)- � THE NEW EDITION OF THE U.B.C. 94 - TABLE 25A SECTIONS 2504, FASTENED TO OR REyIS10N5 SPEAKERS -BY OWNER - - SECTIONS E0' lu'-o• ID' -Q- 1o' -D' Ela. EMBEDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. - 14DCRA6T.DWG XREFNEI\CKE-L[B\14DCBASE(MIRROR) REFLECT0 CBM PLM SIMPSON A-35 Al 4M T7 KIT.�-- 2X4 AT 16"OC CEILING - [- SIMPSON H-2.5 HVAC REGISTERS- SOFFIT LIGHTS- HANGERS SHALL BE SADDLE -TIED AROUND MAIM RUNNERS TO DEVELOP THE FULL STRENGTH A\ SEE "M" DRAWINGS TO FLY FAN- - -- SEE "E" DWGS OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SWILL BE BOLTED WITH 3/8' BOLTS SEE "M" DWGS TO RUNNER CHANNELS OR BENT' TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART p - - - VERIFY ACTUAL LOCATION ONE HOUR RATED OF THE HANGER. SOFFIT & FASCIA METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL COUNGS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM BUILDING CODE CHAPTER 25. 2X4 SMOOTH AND -- -- ---- --- WASHABLE CEILING <RTICAL WIRES TO START MAX. 8" FROM EDGES ON MAIN & CROSS WIRES. — TILE -SEE SPECS VER!'ICAL STRUT TO BE ►t^X. 12' O/C L4, AND --- SCALE 7SCALE: — - -- - - 1/4'= 1'-0' SUSP. CEIUNG DETAL NONE 2 X BLK'G w TOP & 1 STAMP p ' _ ! 13077. CHORD LEuFL --- --- ._-.. _ - -- I .11 �- - SEI' STRUCT. I t v , i MIN. MAX. _ i _ROOF SHEATHING -BOT. OF TRUSS F- TRUSSSEE STRUCT, DWGS. FOR FRAMING 1— --- - R ERT R. K L. S r' SEE STRUCT. DWGS. -- - --- INT.FIN.-SEE INT. ELEV. , �1lT�TT_I A I URRMT��L_ - - --- FIOOD SUSPENDED WITH METAL I I '1 r� RODS FROM STRUCTURE 6" zz 2X4 CONT,! % HAVER'/ f:GON L DIN. RM. CEIL. (17) ABOVE ii I 2X4 FLAT At 24' 0. C. 2X61 METAL STUC' WALL III In 11 fill Till _ '---I X 2 (42 ----- 1 HOUR RATED W - - ��_- BRACE AS REQUIRED. i �4'4r. -- ACOUSTICAL N `"�----- 5/8' GYP. BD, I CEILING & GRID W/ TIGT HBUTT JOINTS -�- --__ �_h`' L_ _ _ J PROTO DATE: Z-15-'99 u- 20 }- I � N __ ,,, �- � �- 10 j � - LINE OF MENU BOARD --- -' d-- HOOD -SEE "M" DWG'S 0r �----- 2X4 CONT, (N.1.C.) BLDG 1 APk b a I - ------ DU' T -SEE "M" DWG'S a SUBMITTAL 9 199 _ o OATS -r— SNUG FIT AND SEAL ALL WW -- TILE HD. JOINTS PER CODE ALL TILE TO BE 0/ 3 �_.- --- cv MOIST. DRESIST. � I CEILING TILE _ BID DATE:_ SOFFIT LIGHT -€,-.a.----------- `` SEE "E" DWGS '' ---- _ - - 2 LAYERS OF 112" GYP. BD. 00 -- 7 : BTWN 2 --LAYERS OFCKE No 95171 a a 5/8" TYPE "X" GYP. BD. TYP. u S.S. JAMB n o 4 SIDES OF SHAFT THE AREA BETWEEN DRAFT STOPS SHALL NOT EXCEED 3,000 SQ.FT, K-6 EKA NO 98-98 C . "j (1,000 S.F, At FLR/CI_G ASSEMBLY) AND 1HE GREATEST HORIZ. DISTANCE SHALL NOT EXCEED - 00 cio PAINT GYP. BD. m I U.L.#510 1 HR. SHAFT 1 60 FEET, WHEN APPROVED AUTOMATIC SPRINKLERS ARE INSTALLED, AREA BETWEEN DRAFT- SCALE: AS NOTED - STOPS -- MAY BE 9,00(' S.F. (3.000 ST, AT FLR/CI_G ASSEMBLY) & GREATEST HORIZ. DISTANCE r- A06-D?U - -T -- - STUD WALL MAY BE 100 FEET. SHEET �� AO() U1(,a (OCCURS AT FRYER ONLY) A06_DU8 _ Am ! is ' ._._.-.�_ ._. SCALE, � M SCALE: � SCALE, SCALE, A-6 12 11-011 20 4 1 1/2'=1'-0' 16 �T " ��L 1 1/2'= 1'-00 � wm ,_ 0 4 1I199uuIoo'(-AHL N.IK .", 12144 SW SCHOL[.S- FERRY RD Pg 13 of 52 �11111111111m - "I - -- 111- -1-1 "1 -1 - If this 11olice ;11111ears dell11►:111 Ilc JUN 0 2 2000 ,I dVC11111CI1I, Ile (1OCIII11e11I is Of 111,11 �!in;11 (111;11.13. : ►--- - , I iI I II'I'1 IJ Jill �, I�IIi I�Iiil II 11 I! INCH ( MADE IN CHINA t �' 111111!1111111111111I!I I!I illl'!IIlIIII!!I IIII!!! !IIII!'!! 1!! 11!!!!! ii!I IIl�I I _ 111!I1111��1111111i!I!III' �Illli !111 lit I illi 11{;li(! ;iilill ;I !;I!j.,111111111!1I Iji;!I�lllillijllil ' 1111. 1..11;• p� ! -� iT 17 -it-. ff Q- .-v IIII!!!,!!I!IIII;;;ill;III!I!!!I•II!!�lii!i,�!i11Ii!il!!i�!!f!ii!!lill!!iE!!!4!!I!I!!!!!IIl,ily!IIl11IlI!l�.,..1•I I •.1!!1111.11 IT i'',111111{lI�IIIII!1{[+'lllllllllill,111{II{'1'1!{1111!!{II!!IIIIII!I!1 - _ I. I IL11 11 I.UI 111' III 1 11,... NUI 1 II.'J, IIID IIII II 1 Irl ROOF DRAIN AND - - OVERFLOW - SE f NOTE #11 24 A-7 �- r ROOFING CONTRACTOR TO BUILD --UP THIS AREA W/ CRICKET FOR A POSITIVE DRAINAGE C4 0 ADCR-RP,DWG I.,L A ' 0 I 1 O ppm SIM. 12 A-9 TILE ROOF G. I. CAP -- FIBER CANT STRIP 16- A-8) PARAPET WALL. - +6" 12 SIM. A-9 / 17'-9 : FOWER — 15 A-8 Q i - AWNING 3 -- SIM. - TILE ROOF A- 5/8" GYP BD FIRE: - STOP. ONE SIDE OF TRUSS FROM UNDER SIDE OF ROOF SHI:1G TO TOP OF SUSP. CL.G.-CONSTRUCT - PER CODE A.C. UNITS -SEE "M" DRAWINGS I 0 J a r � I -- G.I. SCUPPER & DOWNSPOUT TO SPLASH BLOCK ON I-CWER ROOF (NP. 4 LOCATIONS)UA- 24" WIDE X 30" HIGH 0 ACCESS Pt NEL IN WALL(TYP.;-'- 1O 1 ROOF HATCH -SEE �SPECS & -- ! PROVIDE 4X4 BLK"G,1'2" DN. FROM TOP OF WALLS -- -- --- AT (4) LOCATIONS AND INSTALL (4) 1/2" EYE 801 -TS / -I ) — — �I 20 1 AFTER COMPLETION OF PARAPETS AS SHOWN--`� — oI II I I I I II \ A-4) I F�� 04] r * - I� - (-• __1L CRICKET AS LA ----- REQUIRED I II II I o J 1 AL, _1J L_ 1 j ! -W I c RIDGE LINEIT 4- ! I rj A-6 II �� rl i1 ROUGH -IN FOR EQUIPMENT j 1 SEE "M" DRAWINGS AND A-7/ w � a �- -- PITCH POCKET 4 I j I �� EXHAUST FAN-- 7 (n — I SEE "M" DWGS. :/ A-7 f' 15 SIM. I _ L - NOTE: 24 GA. GALV. "Z" FLASHING FOR COLD WEATHER ONLY: NAILED TO BLOCKING PROVIDE HEAT TAPE ,`ND CIRCUITS AT ALL ROOF DRAINS. _ - - __ DEPRESSION -- 3 2" 0 .� MIN. - I1o1IIIIO BUILT-UP ROOF 0/ PLYWD. 1 SHT'G 2x8 BETWEEN TRUSSES 2x4 FRAMING --- d & BLOCKING P.C. TO PROV. ABS PLASTIC c� COMBINATION ROOF DRAIN, OVERFLOW, AND FLASHING, I WITH 4" DRAINS AND DOME gY GRATE --AS SUPPLIED BY i "TECH SPECIALTIES OR w APPROVED EQUAL P.C. TO EXTEND DRAIN PIPES cz $ AS REQUIRED -SEE PLUMBING PLANS n AOI D24 4 �. SCALE,F"o MTA 1 1/2`= 0'24 i 71 11"1'99 001611 (.AKL, 1 JI< 12144 SW SC'FlOLL5 FERRY RU Pg 14 of 52 0 -- ----------- of �._ - "_�_-�-=- Adh_ 51 12 A-7 I CRICKET FOOD EXAUST- —'�" SEE SHEET M-5 3 COMPRESSOR RACK E A_ -SEE "R-1 " & "R-2" - R-2 ELEC. OUTLET FOR t6 r W. H -VENT Cj_-_jX j j= C) O 2” PLUMBING VENT SERVICING -SEE "E" DWGS. 0 SECURE COMP. RACK HOSE BIBB FOR SERVICING -SEE "P" DWGS. IT PLATFORM TO BE LEVEL II II IN EACH DIRECTION I II II 24GA. G.I. FLASH'G -- - - - - MIN.1/ 2" PER FT. 0/ B.U. ROOF. II II �� II II SECURE COMP. RACK TO CURB W/ 1�20 LAGS & WASHE S- THRU FRAME PLATFORM TO BE LEVEL IN EACH DIRECTION I 24GA. G.I. FLASH'G -- - - - - MIN.1/ 2" PER FT. 0/ B.U. ROOF. SLOPE- U.N.O. SHAPED SHAPED 2x AT 16"O/C ---------------------------------------- ------ ---- --- -- ' -- B.U. ROOF 0/ 3/4" PLYWD. _._ _..-_ __- .__----- _ -- B.U. ROOF 0/PLYWD DECK. AT 16"0/C- COMP. RACK -------___ _ . ___-__ BACK -CUT PLYWD. 45den. AT THIS POINT. SIMPSON A-35 0 24" 0/C - NE dE . - �._ - -_-- - — +4" 0 FA MAKE-UP AIR UNIT -SEE "M" DWG'S BUILT-UP ROOF SEE SPECS a n, PLYWD CRICKET -SE 12 TYP A-7 12" WIDE x 6" HIGH GALV. METAL SCUPPER PAINT TO MATCH ADJ. SURFACE (TYPICAL OF THRE hQm- FOR COLD CLIMATE PROJECTS I.E. UTAH) ONLY ROVIDE HEAT TAPE AND CIRCUITS AT ALL ROOF DRAINS. _ E) 3UMLL; �J 1/4'= 1'-0` / PIPE, DUCT, CONDUIT, OR VENA - - - - ----- G.I. ROOF JACK -HOT MOP INTO B.U. ROOF. COUNTER FLASH'G -SEAL W/MASTIC. B.U. ROOF O/PLYWD DECK,. --------------------- do NOTE CL: ,p 1. FOR ADDITIONAL INFORMATION AND EXACT LOCATIONS OF ALL AIRCONDf1IONING EQUIPMENT PLATFORMS, PADS AND ROOF PENETRATIONS N OR OPENINGS, SEE "M" DRAWINGS. W w ,a Z h- 1. 2. FOR ALL STRUCTURAL FRAMING MEMBERS. SIZES, AND g7D � ADDITIONAL INFORMATION, SEE STRUCTURAL DRAWINGS. CL 0 3. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS td I 00 OF THE BUILT UP ROOFING, MANSARD FINISH COVERING, V) w 0O � AND THE UNDERLAYMENT. U W CA N 4. +.6"(FOR E XAMPLE) INDICATES APPROXIMATE ELEVATION OF THE TOP a ZO OF ROOF PLYWOOD SHEATHING AT PLYWOOD CRICKET. Nit W 5. ANY PROJECTION THROUGH ROOF MUSI HAVE A ROOF JACK a .- p a AND COUNTER FLASHING HOT MOPPED INTO ROOFING. THIS INCLUDES ALL CONDUIT, PIPES, STRUCTURAL Z 0 ELEMENTS, P.V.C. LINES, ETC. SURFACE APPLICATIONS 3 O 1A OF ROOF JACKS WILL NOTBE PERMITTED. SEE DETAIL vi THIS SHEET. LO > 2 6. ALL EQUIPMENT PLATFORMS SHALL BE BUILT LEVEL. W � m � 7. ALL EXHAUST FANS AND AIR CONDITIONING EQUIPMENT DESIGNATIONS ARE TAKEN FROM MECHANICAL DRAWINGS. 8. ALL SHEET METAL COVERS ON EQUIPMENT PLATFORMS AND t_IEr:T j - ALL COPING METAL, SHALL BE OF 24 GA. G.I. SHEET W METAL WITH ALL SEAMS CAULKED INCLUDING CORNERS.L i ALL SHEET METAL SHALL BE SHOP PRIMED USING (1) - COAT OF "RUST-OLEUM' GALVINOLEUM, 3203 UNDER COAT CLEAR BLUE TINT. SEE SHEET METAL SPECIFICATIONS. a 0 o w� 9. (HERE SHALL BE NO PENETRATIONS THRU MANSARD ROOF. T d co Lij co 10. ALL WOOD NAILERS, STRIPPING, BLOCKS, ETC.. 6Y LZi.1 Q REQUIRED FOR INSTALLATION OF CONCRETE ROOF TILE, IF C� OCCURS, SHALL BE FURNISHED AND INSTALLED BY ROOFING CONTRACTOR. LO C:> Q� ' ' U r LO 11. 3" STORM DRAIN THRU CURB FACE AND OVERFLOW DRAIN THROUGH SOFFIT, CUT PIPING FLASH WITH CURB.Lu Z LLJ F- Q f=y 0 w 0 LEGEND: O.F. = OVERFLOW THRU SOFFIT -SEE "P" DWGS PROJECT A07N0TES aQ SCALE, T 00 NONE z cc CC � z � � M LLJ Jw � �U < m w 0 .- 0 a U ( CO cr �= �A) ®� . < Z 1 - - DRAWING TITLL a � o 4" FIBER CANT - --- -.- 6()/ Ail/ 1)16 601 illi' AO/ DOB _ 60 1104 SCALE, �� SCALE, - SCALE. 3�= 1'-p• 13 CFAM 11_01 12 � 31= 1�--p' � Mai P cw If this notice appears clearer than file JUN 0 1 2000 vi I document, thcl e ocunlcnt Is of alar mal c ualil.v. microl l i mrd I�I�I�I�!j! !j!j!j!iijljl i'Ijlj!jl�ljlj! I Ijlj!j!I!j;�jj! Ijl�lj;�lj!jji!!;�rr,i 11!jlj:,lllji;i �'fjlj:jliijij! iiij!!i(ijlj;itl'Ijljlli�ljill!! 1';Iljllljljljl Ii;!i!1!lIIIIT r INCH ( MF. E IN CNIN,� em sT = y� - 1 I Z jll I I IIIII I illl IitAl liil II`I liii!ii Illli I !'I ,{ li!il I{'iii liiii 1 I. �ll.�i _ 1 ---�— ' '�t' `'L tifllli 1 1111' 1111 1 tll 1 1 Iltll ITnllrll,�n1 1 l� � i „ ��IIIllllljll,l!ILII II!IlII1II1I,IIIIj.Lrr,llljl llllr„! llli.. I!l,,,, .,!!IIl,.I,,Ififl.Ll,i.,il, 1..1..,!11111- !!i!!Illyllll!I!!IL lilIli!,nilnl±!!!ltl,I�!!!�111!It!!!jlll!!11!!!tlnll Iljr .1i{i If I� fill WWI!1 II II:I�11 1 111. 1111 1 11 1111111 1111'111 /lt 1 I 4js f 6" - - PID DATE CKE N0.— 95171 -- - --- -- - _ - EKA NO. 98-98 C -- -- - SCALE: AS NOTED SHEET SCALE, A--7 3'= 1'-0' 4 c ._ --•sras3 1 .�xr REVISIONS 4-9-99 STAB R�31:R R. KI AS TCbREGON P.V.C, SLEEVE - --- FILL PITCH PKT. TO TOP W/HOT PITCH. RROTO DATE: 2-15-99 SSUBMITTAL i) Ai R 9 19.9 __ __.-_---.---- -- 24GA. G.I. SHT.MTL. ALL AROUND --HOT MOP DATE INTO BUILT-UP ROOF. - I DECKROOF 0/PLYWD. C — 4" FIBER CANT - --- -.- 6()/ Ail/ 1)16 601 illi' AO/ DOB _ 60 1104 SCALE, �� SCALE, - SCALE. 3�= 1'-p• 13 CFAM 11_01 12 � 31= 1�--p' � Mai P cw If this notice appears clearer than file JUN 0 1 2000 vi I document, thcl e ocunlcnt Is of alar mal c ualil.v. microl l i mrd I�I�I�I�!j! !j!j!j!iijljl i'Ijlj!jl�ljlj! I Ijlj!j!I!j;�jj! Ijl�lj;�lj!jji!!;�rr,i 11!jlj:,lllji;i �'fjlj:jliijij! iiij!!i(ijlj;itl'Ijljlli�ljill!! 1';Iljllljljljl Ii;!i!1!lIIIIT r INCH ( MF. E IN CNIN,� em sT = y� - 1 I Z jll I I IIIII I illl IitAl liil II`I liii!ii Illli I !'I ,{ li!il I{'iii liiii 1 I. �ll.�i _ 1 ---�— ' '�t' `'L tifllli 1 1111' 1111 1 tll 1 1 Iltll ITnllrll,�n1 1 l� � i „ ��IIIllllljll,l!ILII II!IlII1II1I,IIIIj.Lrr,llljl llllr„! llli.. I!l,,,, .,!!IIl,.I,,Ififl.Ll,i.,il, 1..1..,!11111- !!i!!Illyllll!I!!IL lilIli!,nilnl±!!!ltl,I�!!!�111!It!!!jlll!!11!!!tlnll Iljr .1i{i If I� fill WWI!1 II II:I�11 1 111. 1111 1 11 1111111 1111'111 /lt 1 I 4js f 6" - - PID DATE CKE N0.— 95171 -- - --- -- - _ - EKA NO. 98-98 C -- -- - SCALE: AS NOTED SHEET SCALE, A--7 3'= 1'-0' 4 c ._ --•sras3 1 .�xr _t Q int I I c� gym_ I w u.; .2 r s mX ZL [it 111 99 011160 L, 12'44 SW SCHO7 FERRY RD Pg TOP OF FRAM'G r r � I A-19 1 , TRUSS FACIA i TOP OF TRUSS SIM. 12 TOP OFL DBL. P - -STUCCO 0/ LATH AND PAPER - PLYWOOD WHERE OCCURS -SEE "S" DRAWINGS - 3/4"dia. 18 GA.WELDED FRAME-GALV OR ALUM. PIPE - SECURE TO SOFFIT AT 36" O.C. M.4X. W/ BRACKET -POWDER COAT FINISH "WHITE" --- 3/4"dia. 18 GA. PIPE STRUT AT 5'- 10" O.C.(AT POSTS) SECURE TO POST W/ ADJUSTABLE SLEEVE AND #10 WOOD SCREW- POWDER COAT FINISH "WHITE" 11-1GLAZING-SEE WINDOW SCHEDULE -- 1 x2 OAK10 - FB 0/ 5/8- GYP !DINING ROOM 102' 5/8 GYP BD- -- STUCCO 0/ LATH AND PAPER - PLYWOOD WHERE OCCURS -SEE "S" PRAWI1IGS -- 2x4 at 16" o/C - - R-13 INSUL. 1( FIN. SLA® 1 16 !r a d v e �v ---`-"� G71iNMA SCREED - -- - - �� - PTCH XT.'FIN. SIS" r _ - HAND APPLIED SAND TILE ROOF OVER COAT FINISH STUCCO - TDP AND BOTH SIDES PLYWOOD - . -------.-__-__-_---_ STUCCO CORNER BEAD RAKE TILE ��,. �I TYPICAL AT CORNERS CORNICE DETAI \KL � JK ILS ' of Sl P.T. 2x8 (PAINT) P.T. WD, BLOCKING CONT. SEALANT BEAD EDGE. TRIM (TYP) LINE OF TRUSS ONE HR. RATED (TYPE "X") EXT'R. GYP. BD. ON STUDS F3.U. ROOF 0/ PLYWOOD DECK -- SEE SPECS --- 12 n l - --- { /2. --- MANUFACTURED WOOD TRUSS ALSO SEE "S" DRAWINGS AND DETAILS INTERIOR FINISH ON ONE. HR. RATED GYP. dU - - BLOCKING AS REQ'D- TYPICAL SCULLERY AKEA SCALEI �� 1'-1'-0' r nM --- ---- -- BITUTHANE BITUMINOUC MEMBRANE OVER BUILDING PAPER -NAIL AT EDGES 8" BELOW TOP OF PARAPET ONLY -DO NOT -- PENETRATE AT TOP 1 _._ 20 SMI. r A✓8 ONE FIOUR L�ATEI� PARAPET WALL: -- STUCCO OVER UATH, PAPER, PLYWOOD & 5/8" ONE HR. RATED (T`,'F'E "X") EXT'R. GYP. BD. ON 2 4 STUDS 0 16" O.C. 3' -- O t, 12 SIM. 20 SIM. A-8 / / - ` \ \ A-8 � 1 I { 12" R 12 SIM. `A-8) --- - ONE HR. RATED (TYPE "X") EXT'R. GYP. BD. UNDER PLYWOOD SHT'G. i �-- ONE HR. RATED (TYPE N") EXT'R. GYP. BD. ON FRAMING 0 16" O.C. `— 2x STUDS AT 16" O.G. OR SEAM WHERE OCCURS ONE HOUR RATE WALL; - - gTUCCO OVER LATH & PAPER, PLYWOOD, 5/8 - ONE HR. RATED (TYPE "X") EX?'R. GYP. BD. ON 2 X 4 STUDS (SEE STRUCTURAL) - __ __ SHEAR WALL WHERE OCCURS -SEE PLANS /-ONE HOUR RATED WALL AT WATER HEATER & ELECT. ROOMS BEYOND — 7 QD BOTTOM OF TRUSS -- TRUSS - - - - STUCCO 0/ LATH AND PAPER 0/ PLYWOOD I IF OCCURS -I --- 24GA. G.I. "Z" BAN. -- - - I BOTH SIDES I 1 --- - - 1X NAILt-_R (TYP.) I I I --- B.U. ROOF I I 1 1 \v---4" FIBER CANT. 4 2X AT 16"-0" O.C. TRUSS VENEER SYSTEM OVEP j - STUCCO O/ LATH AND PWD, & FRAM'G. OCCURS P1:1^ND WHERE �-_-_---------:� --- SEE ELEVATIONS -- __ ___ _ .. 408-Dc'0 I An DIS' C L 3 24 PARAPETCAPCALEI , 201 P�IIRAE'ET WALLE SCALD 3 1 -0 3'= 1fp0 2 „ . ` II' this notice al►Ite:lr: cicarvr than the JUN 0 2. 2000 document the document is of I mrt;inal gnalitl' 1'u011111("(i SCALE: 1'=1'-0' STUCCO 0/ LATH AND PAPER 0/ PLYWOOD 'INHERE OCCURS -_:I B.U. ROOF 0/ PLYWOOD DECK SEE SPECS MANUFACTURED WOOD TRUSS ALSO SEE "S" DRAWINGS AND DETAILS 31-009 12 A-8 i 1 � I 1 I I , I --- ,, 12 SIAM. 7 A_� 5:� KITCHEN AREA 1111!! ill 1111111 I III �II ItII.�I ILII I�!Ili!1 I I! i 111!1! I II ! III Ilii !I!1Ii11 ! .� ., t 1I1�(�Ili�l ,,1►,l,llljl�l�' I I � � ' � ,�, iii +, ,III, I!'l,�rlllr, 1,1�,I., , ;�j! 11 ! 1 111 l� ! !�i I�I I I ! . I. i, �II ! . !'� III ! !l. I � I !'i � Il.�j Itl II. ;� F � I II I VIII I I U! I 111111 iil I VIII 11'!11 Ifi I it r 1111' iinl 1 Iii i 1111! i, I � i i1 ill i1n10 i ur 't'� � II'Inlp rllrltl ntl 1 Irl Ilnll nl 'Infill nII11I I Il 111 I •n IIIIIIIIlII !III, , II,I I „111 II ! ,I IIIlI,• ..,III, !„nl !! .nll1,l.!!! ! .. .,• I .. ..,.. .. ! 11 ,!, , , I It I 11 I.I �- I - I i, :t.11u I1+1. •• 1 Itl,l!11 111!111 Illi n l Il nl�l ,111{ „ -.•or. INTERIOR FINISH 0/ GYP. BD - -- - --- --- BLOCKING AS REQ'D- TYPICAL c SCALE: ti U a: `n co N 1 Q C w QD z z M (� 0 00 X Q ►- z r.. W W O't ty Z N Z O a cr cc It Z M O O N W w z r w i � m 0 - CLIENT CLIENT f -- U W Z v� w 0 iia M O d co Q l,_ Y M Z J N O m�U a U w Z ui F-� d CL LL 0 w 0 F ROJL,, T 0 • �+ �t �■1 0 p •1 LJJ cr Z LL Q r v �- W v � LAJ cr r� a 00 (7) O F- ? d O f, Z_ ? ® a_ �- I UNnINING flit[ N J U wco ad � REVISIONS Al 4-9-99 n STAMP�'' •1V,D �c cl) c. 128RT h, AS r n r'L F'Hi,To [Intl 2-15-99 - BLDG. APR g 199y SUBMITTAL �_ _— DATE: _D2 _ 3 BID DATE I I c r.11 951 �' 1 EVA NO. Q8--9$ (; SCALE;: AS NOTED SHEET A-8 r 1 lil-111 99 U()16U l 12144 SW SCHOLLS F'FARY RD Pg 16 (it' 52 d.4W., h CLIENT �- U) ti v U Z uj to 0 W LU Ln a co WI o A x 00 d W w ::) 0 (Ci Z ~ �� Lp M 2 Ln old I a In :3 Q f-- Q �- Z r.. (Dw0 L) UJ cn ri Z C14 U t L 1 a Of< � w z M 0 0 v' � w w Z W !o,m40 a CLIENT �- PROJECT 0 0 t� v� cr •� Ll cr LL 0 u3 � a ��Q W '' Jp a Z _ 0 CL U) --gjkfjjw- UkAWING TITLE REVISIONS 4-9-99 LSC] ;TAME QS R. K LM e. f:1 OEAVERTON, OR .a nF PROTO DATE: 2-15-99 BLDG SLINMITTAL. Q APR 9 195y DATE: n BID DATE CKE NO. 95171 EKA NO. "-98 C SCALE: AS NOTED SHEET Am9 U) U Z uj 0 W LU f-11 ULli CID �o A 00 ::) 0 Q M Lp LU f-- Q 11 LL (Dw0 PROJECT 0 0 t� v� cr •� Ll cr LL 0 u3 � a ��Q W '' Jp a Z _ 0 CL U) --gjkfjjw- UkAWING TITLE REVISIONS 4-9-99 LSC] ;TAME QS R. K LM e. f:1 OEAVERTON, OR .a nF PROTO DATE: 2-15-99 BLDG SLINMITTAL. Q APR 9 195y DATE: n BID DATE CKE NO. 95171 EKA NO. "-98 C SCALE: AS NOTED SHEET Am9 - STUCCO O/LATH AND W APIA !'I-1 ti c.v 0 w w BID DATE: --- INT.FIN. 0/5/8" GYPBD. - --- �— "J" METAL / -SEALANT- TYP. - _ � GLAZING- SEE SPECS AND WINDOW SCHEDULE TYPICAL ---- ---- —._ --------____. SEALANT-TYP. - ---- - BREAK METAL - I a EKA NO. 98-98 C_— cz --- -- - -- 5/8" GYPBD EA, SIDE t OF 2x STUDS AT 1 16 0/C I -- ---- INT.FIN.-SEE INT. ELEV. �� I ---- — -- - 2x BACKING - - -- - -- - 2x BACKING LIN �F CHAIR RAIL LW » 5/8 GYPBD. 0/ 2x I F - - ---- WALLCOVERING 0/ GYP. BD -- - - 14-1 00 rD ! -- UNDERSIDE OF WINDOW SILL. WHERE OCCURS I I 1 - - - - - = _ - ---- --- - - 1 x CHAIR RAIL_ BELOW _CHAIR RAIL AND WALL. FIN ABV AND BELOW TO WRAP END OF WALL. \ � ----a_ " -� —1 3/4 X4 ALUM. �19 CLEAR SILICONE-TYP. ___1X2 OAK TRIM CHAIR RAIL I 1 -------- INT.FIN. 0/5/8" GYP.BU. `------ --- CERAMIC WALL TILE --- SEE INT. ELEVATIONS CpLj DOOR -SEE SPECS 4X POST W/BREAK METAL OVER --- I 1 3/4"X4" ALUM. tt19------._._ ._ _.__ an e V) .; ! tE- - VENEER I -- -- - - 1 X2 OAK TRIM ---_-._.______ - —_ _- F.R.P. W/ MLOG. PLAN VIEW --- - - -- BULLNOSE EDGE-TYP. —___-------F.R.P. W/ MLDG. PLAN VIEW_ F-- Q APPLIED STOP lL W W 01 N i A10-Dz1 LINE OF ALUM. JAMB TRIOR _I ",::' 1.:. A10 -D13 N .. 0 P10 -D05 A10-Dul SCALE, 3.:: ,-0. I I" AT TP*4wm SCALE 17 CHH RAM.. SCALE, 13 Tm SCALE, 9 TFi�ll SCALE: 5 � ►!ALL SCALEI 1 3•= 1,_0• 3-� ,,_0• �.= 1,_�. 3.._ , I`p" 3•= 1,_0. - -- - o W W Z Uj to m GLAZING- SEE SPECS i Ii ( f j - --- -- STUCCO EXT. FIN. "J" METAL AND WINDOW SCHEDULE _---- TYPICAL --- ------ / - T= _ STUCCO O/LA I_H AND 1 1,/4 - INT.FIN. 0/5/8" GYPBD. _ "J" METAL l `SEALANT-TYP. --- -- --- - ---- XT._ I ; i GLASS - -- - -- ---- I ��1 T E R i R -- 1-3/4"X4" ALUM.Gi) ------- SEALANT -TYPICAL -- _ _ -- - LINE OF CHAIR RAIL (WHERE OCCURS) FINISH OVER 5/8 GYP. � --------"- _- - _ -- - -- - - — - � - --- 13 f�4 ALUM. 19 ( __._ -- - -- - - SILICONE SEAL r --- -- - --- -- SLID. GL. WINDOW -SET IN MASTIC -SEE SPECS. — �1 " DRYWALL L" MTL.-TYP - MITRE SILLS AT POST - - AT CORNERS AND ENDS - - -----�- _ _- - ---- CLEAR SILICONE - - -- BLOCKING -- 1 3/4'X4" ALUM. X19 --- -.-_------ -- - 1-3/4"X4" ALUM. (19i 4X4 STRUCTURAL POST ( AL M. APPLIED STOP 19 APPLIED , - - DOOR --SEE SPECS STOPS -----SILL BELOW -SEE DET.12 CHAIR RAIL ------ A10 -D22 a?0 [l1 i? w A10 D14 GLAZING- SEE SPECS AND V :NDOW SCHEDULE Alt) Ult) TYPICAL � ! 1" 8 SCALE -- 3#__11"00o (-----------GLAZING- SEE SPECS AND WINDOW SCHEDULE. TYPICAL I INT.FIN 0/ 5/8" GYPBD. ` -.r EXT. WALL AND FIN. !ii Cori A10 1)0 I) SCALEI 22 L J" SCALE, 18 �M SCALEI 14 3'= 1/-U' III - - T HOLD SEE SPECS. CORNEA AT PO� SCALE: 6`SCALE, " WWII. 2 30- 1'_.0' 30= 11-0' 3"= 1'-p" 3'= l'-0' GLAZING- SEE SPECS FACE OF DOOR FRAME W!NOGW SCHEDULE TO ALIGN WITH FACE TYPICAL OF WINDOW FRAME- SE.4LANT-TYP. -- -- _ TYPICAL -- _ C�z�_AND I------ R-13 INSUlATiON AT EXT. WALLS ! "J" METAL ALUM. BREAK METAL 19 -- - -__ �_ __^_ __ -- STUCCO EXT. FIN. I C✓ i ' !) LINE OF C:r-; :- RAIL _� FINISH OVER 5/8" GYP. SEALANT -TYP. --- 4X4 STRUCTURAL POST - - DREAK METAL ( WALL FIN. -SEE INT. ELEVATIONS _ "J"METAL. AT DRYWALL --_ "J" METAL -- 4 H.M. FRAME -SEE _ ! - SPECS S S STOP TO EXTEND �� 2 ON EACH SIDE - -_ SEALANT -TYPICAL �' ----- - DRYWALL " L" MTL-TYP. - '�. 53/" »L. - 1 3/4"X4" POST W/ STIFFENER 1-1 /4" SILL -SEE DET. 12 - 4X POST W/ BREAK METAL OVER --- / 19 1 3 1•"X46" ALUM. POST WITH APPLIED STOPS ----- ---- - 7 l INTERIOR N T E R I O R I - ALUM. APPLIED 19 - STOPS ______�______ DOOR -SEE SPECS LINE OF THRESHOLD -VERIFY --- - --- --- -- - -- -- 1 3/4"X4" ALUM. POST C11111� - ----------- - APPLIED STOP �-._ _. _. __ _ - _.-----_._---.- _ _—_ - DOOR -SEE SPECS NOTE: I ---- -- I SINGLE GLAZING IS SHOWN- SEE WINDOW SCHEDULE, SHT.A-13 TO VERIFY. USE DUAL GLAZING IF CALI-ED CHEDULE- , FOR ON SCHEDULE- TYPICAL AT ALL t- - --- H.M. DOOR AT EXT. OPENING OR L/P COV. S.C. WOOD DOOR AT IVT. OPENING. --- - 4 FIN. S/S TOP-FURN � INSTALL BY KIT. EQUIP CONT'R ---.- , GLAZING AID- D23 Al'! ii]`) AM DI'i AN 1111 ---..-.---__ __ A10 00! Alu D0:s _.._-.� SCALEi 2,3 I 1 P - SCALEI 19 - JAM _---- _ SCALEI 15 J" AT '�06T SCALE, 11 _ J" � sou SCALE: 7JAM SCALEI 3 3•- 11_0• - �•- �1._O• - - �• -- 11_0• - 3,_ 1,-0. - 3"= ,1_�," 3'= 1 -0' I DOOR -SEE SPECS - GLAZING-- SEE SPECS AND WINDOW SCHEDULE TYPICAL ----- SLIDING WINDOW-SEIE SPECS. 1X2 CHAIRRAIL - _ - - -- - I APPLIED STOP ALUM. FRAME OAK TRIM WITH EASED EDGES - - - - H.M. DOOR -SEE SPECS r 4 FIN S/S STOP-FURN i - Y KEC do INSTALLED BY G. C. L/P FINISH 2 ) --- __.__—� --- --- 1/2"X2-3/4" ALUM. (19) ALUMINUM SILL TRIM CLEAR SILICONE --_-----�--- -- Ifs --------�v 6" COVE TILE BASE BY G.C. WITH APPROPRIATE TRIM PIECES - -- - -- -- - - - - - a - -FIN. FLR. 0/CONC SLAB SEE FIN. SCHED. -SWEEP STRIP -SEE SPECS THRESHOLD -SEE SPECS SET IN MASTIC �- 1/2 MAX. y - d I - I N I I I �- I \ I 13.7 (4" ALUM. 19 SILL -SET IN MASTIC -._ - -- INT.FIN. 0/5/8" GYPBD. - / --STUCCO 0 LATH AND PAPER -PLYWOOD WHERE OCCURS, SEE "S" DWGS -- --- - ---- - -- - ._ _. — - FIN. FL.R• ( ---- - SWEEP STRIP- SEE SPECS 1/4" .: EXT. WALK l ��,) (F�) - ` 3/4 N n ►- -- "' ' —_ 4 - — T — - L - t 1/2" _ 2. LAYERS 5/8" EXT. PLYWD. - ---- --ExT. FINISH -SEE DET.12 SCALE, ,TYP. WALL. 1-1/2'= l' 0'241 110 D16 x,10 DL' A10 -_D08 A10 L) 4 - SCALE, 3'= 1°--0• cc 1C�ml SCALEI n 12 _ - SCALE: - .3"= 1'-_pM 8 SCALE, 4 3'= 1'-0' 3'_ 1,-0. IK 12144 SW ECHOI.L.S FERRY RD Pg 17 of 52 dtllcumrut, the dociirnent is of 111,11 -ilial (lnlilitv.. �III,ILIIIjI1111lllilljl'I INCH M i'I I I I Ilijl I.I I'! i III I I CI ' IID[ IN FIINA _ ' t��:.n � `' � ,+ '; III lIII i 1111111 I 11 i 1 liitl fill i 1111!1 ii liil i li I a. 1111cl.011 Ilmcd lilEll�illli Hill 1!!!!1r11!!1!!!IIN!!!I!llitiiilllll{;liltll� IIIIII!jIlmil F_ R._� lIItII"I�iIl II 11!I. rI! !�!1{{I11111{It1llt!!I{{!!I!{Illlitl�l!I!lI! Q 0 a iz } WZ o 0r- J cc w X0000 °' a 2 �0 COc O :) 0 DRAWING TITLE J D REVISIONS E STAMR R,,RDR. KLk: r) �C( �TC�ra.OREGON~�. PROTO DATE: 2-15=99 W APIA !'I-1 ti c.v 0 w w BID DATE: u w cc WY E `n a EKA NO. 98-98 C_— cz oc v N I W W 00 rD 0od 4'^ I,_ CpLj ad ! an e V) M O I. W F-- Q Q_ lL W W 01 N 1r Q Z N .. 0 C v �w O cdo O o W W Z Uj to m a. Q 0 a iz } WZ o 0r- J cc w X0000 °' a 2 �0 COc O :) 0 DRAWING TITLE J D REVISIONS E STAMR R,,RDR. KLk: r) �C( �TC�ra.OREGON~�. PROTO DATE: 2-15=99 W APIA !'I-1 DATE.: 0 w BID DATE: u w cc WY E 0 Ir .. 95171 EKA NO. 98-98 C_— cz Q 00 J 00 0od 4'^ CpLj w�~xx✓ U' =Q W F-- Q Q_ lL 0(n0 Q 0 a iz } WZ o 0r- J cc w X0000 °' a 2 �0 COc O :) 0 DRAWING TITLE J D REVISIONS E STAMR R,,RDR. KLk: r) �C( �TC�ra.OREGON~�. PROTO DATE: 2-15=99 RLDO.f;l "UBM SUBMITTAI�l APIA !'I-1 DATE.: BID DATE: CKE NO. .. 95171 EKA NO. 98-98 C_— SCALE: AS NOTED SHEET GRAPHICS (TYP.) 1 x 21; 42 ) SEE SHT. K-7 DETAIL 3 TRIM I�) DOOR SEE SPECS L ' \ \ X - - \10 A-1 - r-----•-------------- ---------- •-------------- - ----i i� � -� I1� I \ 1-------------- ----- ----------------------------- t --='-.:--- F cxn� --------I SETTEE SEE( 24 \ PANIC HARDWARE---- "K" DWG'S PER SPECS A-1 --� LOW LEVEL EXIT SIGNS- - J _] SEE "E- DWGS, INSTALL AS CLOSE i 1llINE POSSIBLE TO JAMB AS U\Wj PIMU OFM GRAPHICS (TYP.) -- SEE SHT. K-7 DETAIL 3 FOUNDERS 1 PORTRAIT -1 A • 42 - 1 x 2 TRIM 1 STORAGE CLOSET- (4)3/4"SHELVES CLEAT TO WALL AND PAINT -BY GC- F1 I 1VESTr VE91 U I I I I I � I A4 G.C. TO INSTALL MAX!MUM OCCUPANCY SIGN- PROV. BY OWNER -- SILICONE MURAL 1'0 WALL... POLISHED ALUMN. `---r -- - - "J" TRIM TOP OPEN � 0 ALL EDGES TO VEST fi 104 -- MIRROR WITH ShELF-SEE SPECS "WASH YOUR HANDS" TILE SIGN PROVIDED BY OWNER - INSTALLED BY G. C SOAP DISP. PAPER TOWEL i --- DISPENSER I I I I I I I I I INSLUTIEa I I I W#4TF ANO 34 Mot NA7Flt I I Y KNEE 7U'NtE e-:) f I i 1.14. ttK BRAC �m 32 i I 0. w x El I_ J � � ;: j $ r. -S ,tea A11WOMr HDI" 9 till 160 KL S .IK 12144 SW SCHOLLS I FRRY RD Pg 18 of 52 24- La ORDER COUNTER- -SEE SHT # A-12 GRAPHICS (TYP.) r�rr e, rr v •� nrT.1L 3 L l 22) - 24 A-10 ACCENT COLUMN 18 A-3 GRAPHICS (TYP.) --- SEE SHT. K-7 DETAIL 3 I I 22, 10 A-10 I ;- L- ------ -I _ SEWM OPEN TO 5 D D RING ROOM 1 FROM THE APPLICATIONS Of A 230 POUND 1 - A- N N � 25) ---------I 44” A. F. F. w rc ---- ---.. ---------- - ------------- ----- -----------•--•-------- ---------------------------------- -- ----- 32 Mi � L�J MIRROR WITH ShELF-SEE SPECS "WASH YOUR HANDS" TILE SIGN PROVIDED BY OWNER - INSTALLED BY G. C SOAP DISP. PAPER TOWEL i --- DISPENSER I I I I I I I I I INSLUTIEa I I I W#4TF ANO 34 Mot NA7Flt I I Y KNEE 7U'NtE e-:) f I i 1.14. ttK BRAC �m 32 i I 0. w x El I_ J � � ;: j $ r. -S ,tea A11WOMr HDI" 9 till 160 KL S .IK 12144 SW SCHOLLS I FRRY RD Pg 18 of 52 24- La ORDER COUNTER- -SEE SHT # A-12 GRAPHICS (TYP.) r�rr e, rr v •� nrT.1L 3 L l 22) - 24 A-10 ACCENT COLUMN 18 A-3 GRAPHICS (TYP.) --- SEE SHT. K-7 DETAIL 3 I I / 10 A-10 I ;- L- ------ -I _ SEWM 5 / 12 / A- A-10 IL - FROM THE APPLICATIONS Of A 230 POUND -MOUNT FLUSH VALVE ON SICE OF TOILET WITH = —_ N � LARGEST CLEAR AREA AND NO HIGHER THAN ---------I 44” A. F. F. w rc ---- ---.. ---------- - ------------- ----- -----------•--•-------- ---------------------------------- -- ----- g Mi � NO GREATER THAN 5 LBS OF FORCE. HOLDER OF THE GRAB BAR OR SEAT N tTs M)UNnNG BRACKET OR C'HLR SUPPORT IS CL PANIC HARDWARE -j1 24 SETTEE SEE --j PER SPECS "K” DWG'S A-• 1 LOW LEVEL EXIT -- LIGHTING -SEE "E” DWGS SILICONE MURAL TO WALL --, x POLISHED A UMN. --- - % It TRIM 0 L EDGES\,! J /' \\ 1 I 1 I I I I A--10 \) S/S PASS OUT _1 COUNTER L..�J A11MENr 104 MEN 2❑ F3_1 20 MENU BOARD ( 2 ) 00 "oil I y L i �. iLiL II I I 3❑ PAPER TOWEL DISPENSER - "WASH YOUR HANDS” TILE SIGN-- -- PROVIDED BY OWNER - INSTAL.LED BY G. C. SOAP DISP.� - -- -- -- {, 20 ) INSTALL SECURITY 13'-3"1 MENU BD. ---- ----- —_e GRILL -SEE SPECS. AT EACH D T. — WINDOW LINE OF MENU BRD. - PROVIDE---- PLYWD. BACKING BEHIND TILE. MENU BD. APPENDAGE.----- LO PPENDAGE ----- 20 r 4 3 C -A -s) OPEN K_� - - TO KITCH. 32 * VERIFY LOCATION IF GREEN BURRITO MENU OCCURS A;!:iLh;r 101-102 SEWM 5 a. ACCESSIBILITY NOTES: I FROM THE APPLICATIONS Of A 230 POUND -MOUNT FLUSH VALVE ON SICE OF TOILET WITH 4/1 N � LARGEST CLEAR AREA AND NO HIGHER THAN ''iE GRAB BAR OR SEAT 44” A. F. F. w rc -FORCE TO ACTIVATE FLUSH VALVE SHALL HE TOILET PAPER' g Mi � NO GREATER THAN 5 LBS OF FORCE. HOLDER OF THE GRAB BAR OR SEAT N tTs M)UNnNG BRACKET OR C'HLR SUPPORT IS CL -FAUCET CONTROLS ARE OF THE TYPE THKI DO DNIRECT AND TORSIONAL, SHEAR ST1lESSfS NOT REQUIRE TIGHT GRASPING,PINCHING, OR I X co Q Li SNEER FORCE INDUCED IN FAS iNER OR MOUNT. TWISTING OF THE WRIST OR HAVE AN OPENING FORCE OF NOT GREATER THAN 5 POUNDS. V w ch N (SEE SPECS) L..�J A11MENr 104 MEN 2❑ F3_1 20 MENU BOARD ( 2 ) 00 "oil I y L i �. iLiL II I I 3❑ PAPER TOWEL DISPENSER - "WASH YOUR HANDS” TILE SIGN-- -- PROVIDED BY OWNER - INSTAL.LED BY G. C. SOAP DISP.� - -- -- -- {, 20 ) INSTALL SECURITY 13'-3"1 MENU BD. ---- ----- —_e GRILL -SEE SPECS. AT EACH D T. — WINDOW LINE OF MENU BRD. - PROVIDE---- PLYWD. BACKING BEHIND TILE. MENU BD. APPENDAGE.----- LO PPENDAGE ----- 20 r 4 3 C -A -s) OPEN K_� - - TO KITCH. 32 * VERIFY LOCATION IF GREEN BURRITO MENU OCCURS ef�= LALLLLLLL TOILET ROOM PARTITIONS TYPICAL --SEE SPECS AND FL00 - - GRAB 3'-0" 3'-6" GRAB BAR IYP. F3—] NOTES AND DIMENSIONS FOR HANDICAPPED REQ. OF LAVATORYS-SEE WOM["!�S RESTROOM ---- ELcd."1" AND "2". TOILET PAPER DISPENSERS SANITARY NAPKIN - DISPOSAL POLE & SHELF 1A A11l;P'[,wr• �AL4 �wwa� www. � ..-. :..,,: . , >Ir thl� Ilr►II('f` :11►�IP711'C l'IC711'�'T' tll:►Il thr JUN U � 2U00 �, rumenf, the dnc•unTN�nl i� of nlnr(;iT1;11 qualil,y ,f:.�;. ��;<s 1T11C1'(l�lillll'(i ;n, ��. � � � I�If I�,�,!(I�Ij, i I�Ijl�l�l,l�l I-I'I�i IIj,I,l,l �j,, � l,,I,I I III ,�, ;II ILII ,I�III,� ! jlfl 1iy11ijl I Ijljl��l) ; �I.Ijljlll�l,�iil,! I IjI�VIll�lj!I Ijl,ljl�ll INCH ��MADE ►N -CHINA � t ' I it Illill�l�llllllll! �lilllllll ! !! 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TOILET PAPER DISPENSERS SANITARY NAPKIN - DISPOSAL POLE & SHELF 1A A11l;P'[,wr• �AL4 �wwa� www. � ..-. :..,,: . , >Ir thl� Ilr►II('f` :11►�IP711'C l'IC711'�'T' tll:►Il thr JUN U � 2U00 �, rumenf, the dnc•unTN�nl i� of nlnr(;iT1;11 qualil,y ,f:.�;. ��;<s 1T11C1'(l�lillll'(i ;n, ��. � � � I�If I�,�,!(I�Ij, i I�Ijl�l�l,l�l I-I'I�i IIj,I,l,l �j,, � l,,I,I I III ,�, ;II ILII ,I�III,� ! jlfl 1iy11ijl I Ijljl��l) ; �I.Ijljlll�l,�iil,! I IjI�VIll�lj!I Ijl,ljl�ll INCH ��MADE ►N -CHINA � t ' I it Illill�l�llllllll! �lilllllll ! !! I liillll jiill I Ijlil lin i n i!1 illi Til' 'ill, lily I,,,,I I, Iii Ilii uilii ii�ii'I Ili' Nil if I. it Hil Ill n l Ian n n 't" t' ' " t 1111/1 1 Ilnt� n11 I 11111►I '�Il�t ntl n 11 1 I, , ,� II " � III III ( � � � I �,.I..11.11�! 1 .,,. I! ,,,►., ,,...,.1., .I., lil,...I ,.,1:.....i..I.............11l . .l►lil..,lll.,.11lf..1111111.....,II...,,.�ItI,I..,.jlll„IIII�I,Iulhjii�„IIII,�:�,�,1111��,, .,1ll�L„II,Il�:,. .Ili,...111.1.„1111„I�,lIl111lll�ll,l„ 26 ) TYP. L� u�lm■■■■■■■■■ • n 1■ ■.mama■ ■. . r■....■�■■iia .- aaaMma mammas 1n ■mamma a • • ■m■m=a • ■mm■ma =■■■■a #■mala i �Im#a■■a i • ■�1■■o■ • n T1 • i ` L U h BEET THE FOLUOWM SPECORCATIONS: BENDING STRCSS IN A OW VAR 00 SEAT a. t0 FROM THE APPLICATIONS Of A 230 POUND 4/1 N � A.LONAlu STRESS MR THE MATERIAL Of ''iE GRAB BAR OR SEAT w z Z w rc SEAT WY THE APPUCATION OF A 290 POUND g Mi � A._OWS1 SHIER STR IM FOR THE MATERIA OF THE GRAB BAR OR SEAT N tTs M)UNnNG BRACKET OR C'HLR SUPPORT IS CL CON310ERED TO BE FULLY REST1U11NED, THEN DNIRECT AND TORSIONAL, SHEAR ST1lESSfS N I X co Q Li SNEER FORCE INDUCED IN FAS iNER OR MOUNT. V w ch N PWIT LOAD SHAU BE LESS THAN THE ALLOMTABIe r Z N LATERAL LOAD OF EITHM THE FASTENER Oft MOUN11141 DENCE OR THE SUPPORTING STRUCT. 0 ItQ WHK3IEVER IS THE SMALLER ALLOMMIRE LAUD. a LAJ cr DIRECT TENSION FORGE OF A 250 POUND POINT .- 0 w IS SHALL BE LESS TWIN THE ALLOWABLE WALL ' IMTTit BETWEEN THE FASTENER o ! �- w Z It) > 1 1112- GRAB BARS SHALL NOT ROTATE WTHIN THEIR _ 11_ w ~ � 2 FITTINGS. _j 1 1/4- to m d 2- Tt) 1IN 25 V TOILET PAPER 1 32 CLIENT DISPENSER, SECTION THRU GRAB BAR U 2 y 105 MAB BAR SVM SCALE! NONE ? cn w 2 101-102 Baa > U LJ co °' C:) 0 rn mid V ,.�.� nt r UwZ T W F— Q 0u)0 u�lm■■■■■■■■■ • n 1■ ■.mama■ ■. . r■....■�■■iia .- aaaMma mammas 1n ■mamma a • • ■m■m=a • ■mm■ma =■■■■a #■mala i �Im#a■■a i • ■�1■■o■ • n T1 • i ` L ELECTRICAL PANELS 20 It O O SL Q W uj REVISIONS ST IADST -� /4•/ 1 �'I RC'. ER T A KLAS e Com'' r l • WE TON, O EG PROTO DATE: 2- 15-99 BLDG.APRg 199s SUBMITTAL 1 DATE: BID DATE: CKE NO. 95171 EKA NO. 98-98 C IBJ 12-1 SCALE: 1/4"= 1 l-00' — - SHEET Ail[ M Ata11 100 108 THE sIW'JCTURAL STRENCM OF GIDE BARS BEET THE FOLUOWM SPECORCATIONS: BENDING STRCSS IN A OW VAR 00 SEAT INDUSEO HY THE M01MUM m111CM MOMENT FROM THE APPLICATIONS Of A 230 POUND POINT LOAD %HALL BE L IM THAN THE A.LONAlu STRESS MR THE MATERIAL Of ''iE GRAB BAR OR SEAT SHEER STRESS INDUCED W A GRAID W OR SEAT WY THE APPUCATION OF A 290 POUND POINT LOAD SHAl BE UMS THAN TTS A._OWS1 SHIER STR IM FOR THE MATERIA OF THE GRAB BAR OR SEAT N tTs M)UNnNG BRACKET OR C'HLR SUPPORT IS CON310ERED TO BE FULLY REST1U11NED, THEN DNIRECT AND TORSIONAL, SHEAR ST1lESSfS SHALL NOT EXCEED THE ALLOWAW SHEAR srRtss. SNEER FORCE INDUCED IN FAS iNER OR MOUNT. DEVICE FROM THE APPUCATTON OF A 230 POUND PWIT LOAD SHAU BE LESS THAN THE ALLOMTABIe LATERAL LOAD OF EITHM THE FASTENER Oft MOUN11141 DENCE OR THE SUPPORTING STRUCT. WHK3IEVER IS THE SMALLER ALLOMMIRE LAUD. TENSILE FORCE INDUCED IN A FAST94ER BY A DIRECT TENSION FORGE OF A 250 POUND POINT IS SHALL BE LESS TWIN THE ALLOWABLE WALL ' IMTTit BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. �- 1 1112- GRAB BARS SHALL NOT ROTATE WTHIN THEIR _ 11_ 1 FITTINGS. 1 1/4- 2- Tt) 1IN V TOILET PAPER DIAMETER DISPENSER, SECTION THRU GRAB BAR A111 RAH 105 MAB BAR SVM SCALE! NONE ELECTRICAL PANELS 20 It O O SL Q W uj REVISIONS ST IADST -� /4•/ 1 �'I RC'. ER T A KLAS e Com'' r l • WE TON, O EG PROTO DATE: 2- 15-99 BLDG.APRg 199s SUBMITTAL 1 DATE: BID DATE: CKE NO. 95171 EKA NO. 98-98 C IBJ 12-1 SCALE: 1/4"= 1 l-00' — - SHEET Ail[ M Ata11 100 108 14111, 4y 1111161/(- 12144 SW SCNOI,LS III( ft Y R O P9, 19 of 52 L-- - -- _.. . f'w➢.;'s w:,.BXY,mY;�i a.� 4�i�Fsv d.ns..... :.a,a,� ,. , µr;.�: .. - - � �. If If This notice :Ippears cle ll-er Than the dOcIIIIIcnt, Ole documcnl is of marginal tilmlit). ' J U N 0 2 2000 nlic�ro1*11nlccl jJ� Ij! { ijij �I�iji;; �! I;Ij:jl�ilijl i+iji(iji�l��;iLI!jl;il=lljij!jl I +Iljllljlj►ji il;;;�ljljjlii` � �u,. Y� `�' `a 11 "dill. �IIN""'!IJ'Ij"''I'II'jC"II'IIj"Iltr!'I"''II!!{I!!!!il!!!jl1111111{I!!!!II!' Twee" i Z .---- U 17'- 5" F - WALL MOUNTED MOP RACK - 1 x6 D. F. PANT TO MATCH ADJ. WALL --- LTJ PROVIDE PLYWD. 3' -4" -.- --_•_ DIMENSION SHOWN ARE FROM FACE --- 3'-0' _ 10'-7" �- , �- 3'-2" CLEAR 4~ LINE OF STEEL TUBE 4'-0" 2'-6" 1w L I �~ BACKING OF STUD CLEAR n M -___ .___--..___- -- -_ UPPO T C)I� UJ SHAKE FRP o/ 5/8" WATER RESISTANT - GYP BD 20 l� _ FINISH CNTI 8" TOP FRONT AND — - ---_ - MACHINE (20 w C 18" lit 1$" m L0 BACk ON THIS St �V I --- x Q HOOD + � I 1 -9" 1'-9" SIDE OF Q SPLAY 24_ A-1 � 1------ --- S/S TABLE 20 A-4� -� ANSUL PULL ----- - - I U= W W OPEN PAPER TO TOWEL SCULLERY [ - I o PAPER OPEN I I TOWEL j TO J SERV. --� + I I OPEN �/� TO i FLASHING SERV. C iv--_ I r - . i i � i , �, �, a ANSUL 1 10 - I PULL SOAP 9 DISP. I3 SOAP-- 103 DISP. -_ BY KEC 103 --__- - I - y� rI -t= j ,'' ' ----- - --__ f — A-10 - ) / u f I I III i - ----_ - ---- —] 20) _j __-- HAND SINK I HAND SINK-- LLLUL LOC. OF 2" dia. HOLE -- T 3 26 A-3 MOP SINK '-� �__�- 26 �- THRU COUNTER FOR COMPUTER CABLE -MAKE ON SITEx DISPLAY ON CURB PLATFORM E BY G.C. 28 �� z z DRINK ! t=-- STATION 4 --_-- ^------____-_- SEE "P" DWG'S A-3 F - �n 2x4 BULKHEAD WALL at 16 a/c 12'. rA - A -t / -2 1/2" CLR. - COL. BASE z L 15 TO SALAD CASE LL- a- A-12 j I -J-1 —.. J (D LINE OF FASCIA BELOW ----__-.___.-_. _-__________.___J -------- - DEPOSIT SAFE ►� LINE Oh COUNTER -- - TOP T _ _ WCHMSCALE, SCALE, M 13FM COMER � SCRIBE AT CEILG & WALLS AS REQ D "�"` - 1/4 = 1 -0112 L_ — — - - -J ACCENT COLUMN------- -------- CA -3) v-0 PARTICLE BD.-L/P FIN. EXTERIOR EXTERIOR AND EDGES, AND WHITE - MELAMINE ALL INTERIOR EXPOSED SURFACES AND EDGES INCLUDING 71 _ _ II \ / I I) I __--__ OCGUPANC`,' SIGN - t 5 C 14" 1/8" II `', / I REVEAL AT' RANDOM PATTERN------- ---/1-2 PAINT MATTE BLACK 20 A__Q I A-8 A-12 _EAR SIDF 2' CABIN I I \ / I !I j \ I S/S APRON BY KEC - 1,/8" REVEAL AT �_ I I / \ L/P 25 L/P WHERE 25)-- EXPOSED - - T RANDOM PATTERN -- -- - WALL MOUNT i 25 }- `_ - CPU (NIC) 11 -- t 1 ( t 1l + PAINT MATTE BLAC (TYP.) I II / \ II / \ i COVED TILE BASE 32 2 1/2" CLR. - COL. BASE TO SALAD CAS MURAL - G.C. TO PROVIDE AND INSTALL - - - �\ PRINTER SHELF �I II / POLISH ALUM. EDGE TRIM - Al_i_ SIDES , _ (NIC) --� 4 - BULLETIN BOARD I ; -.-__--- i� - - - — -I----- - - --- - r ---------' - Ohl -SEE SPECS O I I ri 00 I _ _ I.___ LINE OF DRINK -y ' ' a 25,F - - �_�r 0 00 X ! I \ I STATION BY SNUG FIT L----- --- - �\ '�-- -- K.E.C. SILICON It 0--- �. i (25) I_/P - o - _ I SEAL ALL JOINTS III,_nml I' TYP. - I N I I N - _ GC TO PROVIDE - � - WALL FILE CABINETS NT CPU ABACKING IN WALL FOR ( qArtI I-� [:2.] E3] I I I �� - __ TILE 28 TOP OF - 24 SIM G.C. TO C00 DINATE WITH KEC TO INSTAL'_ MTL CHANNEL -- 07 L ___ J SHELF N.I.C. �� A _ 4r 12 D1 A' ' ;'R i � DG. PLATFORM A-3 CURB PRIOR TO TILE INSTALL ♦�•�y�� {,/�1-�r1IVV SCALE, 10%1 � SHAMO V C SCALE, 14 OFR OOl�V1'ER �t.E11 IU SCALD 2 1/4'= 1'_0' 1/2'= 1'-0' 1/2'= 1'-0' G.C. TO PROVIDE BACKING IN WALL FOR MOUNTING 1 ' Ef'' S.C. SAFE NOTE: SAFE IS TO BE INSTALLED WITH FRONT - j - SHELF OVER POT SINK - FRP FINISH 2p FACE IN LINE WITH FRONT FACE OF ORDER F.R.P. PLYWD BACKING ' COIJ14TER RAIL AND TO BE INSTALLED AFTER — TYP. 20 >-- - - --- IYP. (20 (� SECURED TO FLOOR CASH REGISTER —� ELEC-L ROUGH -IN at BACK - ' I S/S COUNTER TOP SEE 15 FROM r'JSIDE SAFE WITH 4 ANICF,OR BOLTS BY G.C.-ALL VOIDS TO (7PU'S BY OWNER DISPLAY AREA OF COUNTER K-6 j SIDE AND AT BACK AND TOP TO BE FILLED CASE ITEM#65 NOTE: IT IS IMPORTANT THAT THE ORDER COUNTER BE L.aYED OUT EXACTLY AND FINISHED WITH FRP AS NEEDED TO CREATE A BUILT IN APPEARANCE \\ ITEMSAS NEEDED ASSURE ALL CASH REGISTERS - 3Y OWNER ��- _.__ PROPERLY --_----_----_-- i LLS----__----__----� OPEN r - -------------- Ir----------------- C==--=------------ r to ! F.R.R. 2 --- a _ I --------------- 3 -POS OPTION 2 1 - --- ------ CASH DRAWERS BY OWNER ------ ----------_� �------------------- -------------------- --- �n 2'-9' F.R.P. at ----I' - _---- --------------------- WING WALL "K"DWGS -- - -- - - r \ \ S/S FIXTURE -SEE -- i r� . -- \ '�r---- + ii 2x4 BULKHEAD WALL I --- t o coo C_ oar �------------- -- o �- S/S CUP DI: Q. BRACKETS _T LN II n _ _ at 16' O.C. UNDERCOUNTER SAFE ��- -- �- r,,, ___J ----- - n„ -SEE DIET. 1 /K--6 SEE NOTE ABOVE 0 0 DROP -BOX -BY OWNER i_26 Ty P. - _- TYP. l 26 L_ Q� �-- � ---j__0_0 +- o_o --o u-- UNDERCOUNTER \ _ - COVED TILE BASE 6 _ - 1 r---_ __ SHELVING BY KEC -_ _ \) L I 1 I SEE K-1 SHT. - SINIKS-SEE K-1 COVE TILE BASE 32 C� 1�1 `-'�- -` 2x4 P.T.D.F. SILL TRIM COVE TILE BASE UNDER LIP OF SAFE TO FIT --- -- 20) --- CUP DISPENSERS OWNER,G.C. BY TO INSTALL Al2-D0.3R M1 D11.7 ��rLrERIY SCALE: 110 sic.' nm SCALE+ 15 OMER COUNER Mv. B) SCALE: 3 1/4'= 1'-0' 1'= 1' -0' 1120= 1'-0' DRILL PILOT HOLES FOR 1-1/4- SELF TAPPING SCREWS AT 12" O.0 ALONG 112" PLYWOOD OVER FRAMING -- - 2#-2" C.T. 0/3/4 " --- - -T- LENGTH OF STL TUBE - - COUNTERSINK SCREWS � 4 2"- 0a HOLE -SEE PLAN VIEW -2x BLOCKING FRONT TO BACK AT ENDS AND 24"0C - - - - -� V P D. OP L) "f -- -2"x4 "x1/4" STEEL_ �'" t�/2` PLYWD. DRILL 2"dia. `� f------- LINE OF DISPLAY CASE ----� I _._� -- TUBE TO CLEAR SPAN FULL LENGTH- ,' I{OLES AT 12" O.C. EACH WAY - TYP. - 28 ^ ___ BY FRAMING CONTR. i 1 --- 2'x4" STEEL TUBE----- S/S APRON -----_ -- 2'-5 `__ ___ - ---6"x1/4" LAG BOLT I _ - FULL LENGTH- SEE !'�`-- ---- �- DETAIL_ 16. — 30 TILE OVER 3/4' / 2 \) 'TOP. �----]- � AT BOTH ENDS OF TUBE TO LAG TO + -CASH DRAWER -NIC - � �• 2 X 8 (,p PLYD. I 1 r, 2 BACK, - TOP PLATES AT END WALLS 2'-5" -SAFE TO BE FLUSH -- I� — ---------- _ -- a o - -- SIDES & FRONT __-.. -- - - WITH RAIL -SEE - - --- -- FRP 0/ 1/2- PLYWD o NOTE ON DET.3 cy o w 'n ^ ?x L/P COVERED 2x2 ----------N EDGE & DWR. FACT" SECURED TO STEEL TUBE j -- ---- FRP 0/ " iv PLYWD �� `, WD � 16 O.C. 20 i _ _ - 1/4" MASONITE BOT. -- -- ` - - NOTCH TOP PLATE EACH END TO .-.--.-----2x4 BULKHEADWALL AT 16"O.C. 13 12 _102 APRON O WRAP BOTTOM °' o_ - - --- — 1 x3 STOP & SIDES AT SEAT STL TUBE - --STAINLESS4EL TRIM 2X2 TILES EDGE OF ___-» PL,'WOOD ..._ _-_-__-- N O MOUNT DWR. GLIDES TO 1 }: SIDES. - 2x4 BLOCKING AT -. COVED TILE BASE (20 AT RANDOM PATI ERN 1x4 CLEAT -BACK & (2) SIDES SECURE TO STUDS BOTH ENDS- FRONT TO BACK AND AT 24" O.C. �-------------COVED TILE BASE (322 L p (25 \) O 1/2" PLYWD & 2x4 W/SCREWS AT 16"O/C.:. _- --- ------____-- ----- ---- -._ 1 /2" PLYWOOD STUDS UDS AT 16" O/C. At x)"4 �i-' C4'U A1r' I116 _ � Al2-D12 Al2 -DOB Al2- D04 KAMM MT SCALE: ,�r� 24 DWO� SCALE, n 20 SCALE, _ 16 SCALE, 12 SCALE, Q WML TU ��. N,T,S, � 8 mT�. SCALE, _ 4 1 1 2 �'_p N.T,S. N,T,S, 1•= 1,_00 3'= 1'-0' Itl, ,l JK � f'w➢.;'s w:,.BXY,mY;�i a.� 4�i�Fsv d.ns..... :.a,a,� ,. , µr;.�: .. - - � �. If If This notice :Ippears cle ll-er Than the dOcIIIIIcnt, Ole documcnl is of marginal tilmlit). ' J U N 0 2 2000 nlic�ro1*11nlccl jJ� Ij! { ijij �I�iji;; �! I;Ij:jl�ilijl i+iji(iji�l��;iLI!jl;il=lljij!jl I +Iljllljlj►ji il;;;�ljljjlii` � �u,. Y� `�' `a 11 "dill. �IIN""'!IJ'Ij"''I'II'jC"II'IIj"Iltr!'I"''II!!{I!!!!il!!!jl1111111{I!!!!II!' Twee" i -- M PROJECT Z .---- U LIENT F - oda z_ LTJ �. w cc z c6 Lu Ycr � 1w L I �~ W 00 n M W Z C)I� UJ _j ta0 ''`. Z l� S oo 0 '^ c - M g w C Cn H z Z) m L0 St �V I 00 x Q 1i In � Q Lu F,,w- Q CL U= W W as N a o W a v= o O N � W �n > Z W m a (D -- M PROJECT Z .---- • � LIENT F - oda z_ LTJ V1 OC w cc z c6 Lu Ycr �] 1w L �~ W 00 n M C)I� UJ _j 00 C14i w a. 0 S oo 0 '^ c - © w C Cn H z Z) m L0 M� LL Lu F,,w- Q CL U= 0 0 -- M PROJECT Z .---- • � Q 0 oda V1 OC w cc z 1w L �~ Q � �Ic n M �00� w a. 0 S oo '^ c - © w C Cn H z Z) DRAWING IIfLE � Z J za� oda U w its REVISIONS Ah STAMP �.; ST . C lv'l 1 RO R C KLAS a r .'.T. ORI PRCTO DATE: 2-15-99 6U8MITTAL Ani s 1ss DATE: 2 60 RIC! DATE CKE NO. 95171 EKA NO. 98-98 C SCALE: AS NOTED SHEET A,mI12 DETAILS •WINDOWS LA gLS MUST SHO* SUITARATINGS FOR LOCAL CLIMATE ZONE 1 I �1ML EXPOSUPF 'C do BLE 80 M.P.H. WINDS. ALL Ll'- MUST BE AFFIXED AT THE WINDOW *WALLS *CEIUNG MANUFACTURES' PLANT LABELS MUST BE D DURING ROUGH FRAMING STAGES. HEAD JAMB JAMB SILL • USE M01.10P PREFAB STRIPS AROUND Wt do EXTERIOR DOORS. BITUTHANE No ROOM FLOOR FINISH BASE --- --- -_ ..NG FIFUFNN REMARKS MATERIALS FINISH MATERIAL HEIGHT FINISH 10 11t23 (12 18 14 21ALUM. A_10 A-t0M!fALUM.10 to 12 *SERVING, RESTRuuMS, SCULLERY, CREW A-10 A-10A-10ROuM AND KIT( HEN WALLS ANU CEILINGS 3 3• `J\J"TO BE SMOOTH AND WASHABLE. 112 OALUM.A_10 A-10 A-10 o C� -. (1)� * USE GREEN BOARD WHERE NECESSARY AROUND ----- N ull r, � LAVATORIES, TOILETS, ETC, (NON -HEAVY USE �' D ui O 20 tOsµf. 1OSIA_1. 20 OCCURS ONLY AT PROTOTYPE 14 t', _ > ' c' > > LOCATIONS ONLY.) cp ,. .� n 0) ui O O ALUM. A -to -io- n-io -io ENTRY VESTIBULE a E Q > 6 > v) o o a *TILE MUST BE APPLIED OVER CEMENT PIASTER o °' a' '� I `� °x BACKING AT SURFACES SUBJECT TO WATER 10 1, * 12 * :;18 14 21 ALUM. -- - a,.�,�, -= ? , v, v SPLASH. (SHOWERS, TUBS, & COMMERCIAL REST A-10 A-10 10 A-10 A-5 _ w _ c �..o �� c n p n o n =x =x •- «• •- a� o .. o � >; 1- 0 >, ti v v ROOMS, ETC.) -- — o a O`- 6C ., c a E .� n rn N N +' 7 ) p O UI V O O C L_ CT co CT OD C i? �' 00 aD 00 h C_ C CL > O 00 C tt V C 7 7 7 O C7 e e C O C C' �. \ \ O p ► C O 9 \ X \ \ O E In 0 Ln i I ti111"+'r 1111 I w) l 12144 SW SC141 FFRRY RI) P@ t6j4 -4x4 PC"T w/ SIMP50N HD$A CHOLD DOWN - SEEI". ,: 4'-0" 9'-91/2 4'-0" - s-4 0 r - 4x4 P05T 44 P05T 4x PQM 441*0$7 I I r1. F C`5. - J I� 14 I� r I 2.' 04 TOP AND 2 T53 1/2 x 3 1/2 x 3/10 I BOTTOM r. F -O �;_.1 TYP TH13 LINE UN.O p (11 5/8"m x 12" ! ANCHOR BOLTS I -1 I I I I I 1; ! 5-4 Tl'P. THIS LINE UN.O. /! I I 4x4 POST w/ 51MPSON HDBA f T`I'P 1 I HOLD DOWN - 5EE 12 SEE 'A' DRAWINGS FOR WALKS, CURBS, ETC ALL FOOTINGS SHALL HAVE 121.4 BAR TOP t BOTT. SEE 5HEET K-2 FOR LOCATION of FLOOR DRAINS i FLOOR 51NK5. SEE ARCHITECTURAL FOR SLAB I 12 TYP AT DEPRESSIONS IF ANY. -' _ HOLDCWN5 : NON -BE ARING WALL ANCHORAGE, 2x P.T. PLATE 1 w/ 1/32" dia. x 1/2"x3" SHOT PINS at 48" oic, UN.C. 44 T w! 14 GA. WA5HER5. FIRST TWO PINS PLACED 4x4 T I „ - 4 w/ HDICA _ E' X88 " FROM PLATE ENDS. (I.CB.O. 0121W; L.A.R.R - r T HOLDDCWV ANCHORS MUST BE TIED IN PLACE PRIOR F.O.S. rx12" AB's, to FOOTING INSPECTION. ,� BETWEEN HLGWNS. SET ALI.- BOTTOM FL 4TES IN MASTIC 44 P05T TYPICAL ANCHOR BOLTS 5i8" dia. x 12" at 48" o/c, UN.O. -/ 5E= 1 I I I =•I 4 x 4 PAST/ '-1 ,n1. FIN15H FLOOR D4TU^' = C,0' I I II rt -h irt7 4x, 4 PCS 4x4 eQT w/ HDIm V r- N I I� (5) 5/8" r. 12" AB's TS 3 i/2 x 3 1/2 x 3ilE 5�� YP THIS r r I BETWEEN HOLDOWNS. LINE U.N.O. I • ; 44 P05T 44 P05T I I I` F.o.S. kIL _- ---- --- ----- ------------- I I I I I I I I I I .._4x4�OST w% HDI I 1 I It/ N cN N I I 0 0 0 LL: LL m: I 4'-0" r0'-81' FOUNDATION PLAN TRENCH EX(,-AI/ATON t BACKFILL per 501L5 REPORT or 90% DEN5ITY. 90de . HOOK 9 MIN. r 101-011 r I r I r 1 ~ I �401<5 5EN1 )6 PARALLEL TO FTG5. �NO TRENCHES BELOW TNE5E L INE5 -- PIPE SLEE'✓E-'), LARGER 24'-0" 2 1 min. 16�deg._HOOK d --BAR DIAMETER R = 3d FOR *2 TO "S INCLU5IVE R=ad FOR '°9 g LARGER THAN PIF -E PA551NG TNRU t '-� FOOTING STEM 36d at CONG.c 2'-0"min) �'-----NO PIPE to PASS THRU 48d at MA5,(2 -o"min) T45 PORTION of FTEs. MIN 6" �- --- _.__- - (OMPAGTED FI! L TIRENCH DETAIL NO SCj ALE (24) REBAR DETAIL AKI, ,� JK )LLS 21 of 52 H01_G�DOWN - :-EE (2) 2x4 4x4 POST w/ 5IMP50N HD2A_ HOLDDOWN - SEE 12 I I %.J (5) E /8''6 x --- 12' A.B.S. 4x4 P05T wi SIMPSON HD2A HC:.D GOWN - SEE41' i_---4x4 POST ICURB, 5E_E 4-3- �� (2) 2x4 (2) 2x4 L- -------------- - --- ;r------ ----- - _�_�-- ---- ---- 6 EXTENT OF RA15ED CURE3 - 1' - 0' - - - VERTICAL REBAR TYPICAL 2 VERTIC45 TYP�- -- -- - - - - -- -EXTEND HORIZ Nl.EBAR AROUND CORNER or PROVIDE Z)OWEL5 ��0i?NER5 INTER5EC TION ENC, NO SCALE: 1(2 0)1 REBAR DETAIL �-- cl 5/8'-0 x 12' 4.5.5. c 0 1. NIFCONSTRM RU CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1997 WJY-94042 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DiSCRR�PANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE U ARCHITECT ENGINEER. "'_Q Z 3. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND 4- SITE CONDITIONS BEFORE STARTING WORK. CARL KARCHER ENTERPRISES, W UJ W INC. SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE J Z DEFICIENCIES. 4. CONDTIONS NOT SPECIFICALLY SHOWN SHALL 8E CONSTRUCTED SIMILAR Q j TO THE DETAILS FOR THE RESPECTIVE MATERIALS. }' z W 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE o o N ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB r SITE BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTION OF d :_ CONSTRUCTION PROCEDGRES. THE CONTRACTOR IS SOLELY RESPONSIBLE M LL FOR ALL CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 6 DESIGN AN THOS DESCRIBED TBELOW OR DICATtD ON THERIALS, EIPMENT AND OEDDRAWIUCTSNGSEMAYHBE CONSIDERED «� IN FOR JSE, PROVIDED PRIOR APPROVAL IS OBTAIKED FROM THE ARCH TECT/ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY. . uENT 7. FOR COMPLETE ; PECIFICATIONS AND GENERAL NOTES, SEE PROJECT'S W CD WRITTEN BOOK SPECIFICATIONS. 3: CD cY- 00 I GENERAL NOTES 1 �, - 9o Z i�7 -� G Q 1. SOIL PRESSURE USED OFR DESIGN WAS 1500 PSF AND IS TO BE m c r� VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AFTER FOOTINGS SL HAVE BEEN EXCAVATED BUT BEFORE PLACEMENT OF CONCRETE. w 2. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 12' INTO FIRM Z = Q UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. 6 Ldz < a- L,_ 3 DESIGN BEARING PRESSURE IS 1500 PSF WITH A 33% INCREASE FOR 0 0 SEISMIC OR WIND LOADING. PROJECT 4 RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN BACKFILLING Fw 0 BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED O 9 z Cy - BACKFILL OPERATION. L_.J G CEJ Ucy L.Lj o`J�S 11- �n U H- 0W � 10 Z cf) Q .- 0 w < ,- FOUNDATIONS 2 DRAWING TITLE J_ 7_ Q 1 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOE Q I SIZES #3 AND #4. GRADE 60 FOR SIZES #5 AND LARGER. I I IC SEE PLANS FOR MODEL n l 2.. WELDED FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED )6A ! . ASTM A185. SMOOTH WIRE FABRIC SHALL CONFOP4 TO ASTM A85. YIELD z - 55TB28 STRENGTH 60 KSI. 0 SHALL HAVE PRIOR APPROVAL OF OWNER. 17 II 3 WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING Q PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL Q II CONFORM TO ASTM A706. Q u� - ._ J - ------ F.O.S. 4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 48 BAR Z �w-- 0 - DIAMETERS (2'-0" MINIMUM.) AT ALL SPLICES UNLES NOTED OTHERWISE G Q 5. ALL BARS IN CONCRF7E SHALL BE LAPPED A MINIMUM OF 36 EAR LL_ Z DIAMETER (2'-0" MINIMUM.) AT ALL SPLICES UNLESS NOTED OTHERWISE. -- "---- - - -- 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE REVISIONS Jj STAGGERED 4'-0" MINIMUM. 0 ROOF REVISIONS 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND �'�---� - SPACING AS THE WALL/COLUMN REINFORCING UNLES NOTED OTHERWISE. A NORTH 8. ALL BENG;NG OF REINFORCING STEEL SHALL CONFORM TO THE LATEST U EDIT ONI 'jr THE UNIFORM BUILDING CODE. CONSIDERED AS MINIMUMS. -.- ----- 9. WHEN SETTING ANCHOR BOLTS, CHECK FLOOR PLAN FOR DOORWAYS, ETC. A - - - --- - A )10,4 - 55TB28 NO SCALE l(l 6) DETAIL__ ducumew, the document is of m.11-011:11 (ualify. � 't Illjillllllj!�1�i;l;Ijll! I IIIIII1111lII lj11ljl IN1CN I MADE IN CHINA X11 ' 1 qn t IIIIIIIIIIIIIlIIIIII�!!{lll!!I1!I!!!iI1111,11.11.1 I II!I!11111!I!!h!!;1!!i!1�41} 2-04 5AR5 TIB -----_.. _-� SILL PLATE---=-==_ -- STAB BOLT, P051TICN F JJ/ 51MPSON MKP, 38) SEE TABLE ABOVE - • 4 DOLUEL5 -� i��"= �'-o" REINFORCING STEEL 3 } A STAMP UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS, SPECIAL INSPECTION IS REQUIRE (-4x4 P05T )LDOWN 5STB BOI.T ----- .- 5111P50N NDA HOLDDOWN- )24 ' 5STB20 IC SEE PLANS FOR MODEL )54 - 551820 ADMIXT' IRES TO BE USED SHALL RE AS SPECIFIED. )6A - 551'824 NO, 51ZE 4 N0, OF BOLTS )8A - 55TB28 PER 51MP50N CATALOG )10,4 - 55TB28 NO SCALE l(l 6) DETAIL__ ducumew, the document is of m.11-011:11 (ualify. � 't Illjillllllj!�1�i;l;Ijll! I IIIIII1111lII lj11ljl IN1CN I MADE IN CHINA X11 ' 1 qn t IIIIIIIIIIIIIlIIIIII�!!{lll!!I1!I!!!iI1111,11.11.1 I II!I!11111!I!!h!!;1!!i!1�41} 2-04 5AR5 TIB -----_.. _-� SILL PLATE---=-==_ -- STAB BOLT, P051TICN F JJ/ 51MPSON MKP, 38) SEE TABLE ABOVE - • 4 DOLUEL5 -� i��"= �'-o" REINFORCING STEEL 3 } A STAMP UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS, SPECIAL INSPECTION IS REQUIRE AGGREGATES SHALT_ BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE I OR TYPE II, LOW ALKALI. NATER SHALL BE POTABLE CLEAN AND FREE FROM INJURIOUS AMONTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIAL, OR OTHER SUBSTANCES THS MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. ADMIXT' IRES TO BE USED SHALL RE AS SPECIFIED. MAXIMUM PERMISSIBLE WATER -CEMENT RATIOS FOR CONCREtE WHEN STRENGTH DATA FROM TRIAL BATCHES ARE NOT AVAILABLE SHALL CONFORM TO TABLE 4.5 OF ACI STANDARD 318-77. MAXIMUM SLUMP SHALT. BE 4 INCHES. CONCRETE_ SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER PLACEMENT. METHODS FOR ACCELERATED CURING SHALL HAVE PRIOR APPROVAL OF OWNER. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLAPS ON GRADE . . . ...... . . . . . . . . . . . . . . . . . . . .. . . , . . , . . .. . . . . 1 1/2" CLR. AT TOP CONCRETE BELOW GRADE FORMED ... . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . 2" CONCRETE BELOW GRADE UNFORMED (POUR AGAINST EARTH) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" CONCRETE EXPOSED T'I WEATHER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL_ CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS OF TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE CAST INTO THE CONCRETE, CURBS AND SLAB DEPRRESSIONS, 0"1(12)1 CONCRETE rd �11fat rr�� 12219 15, �� mro.o►aao _� PROTO DATE: BLDG.1 APR SUBMITTAL DATE: BID DATE: CKE NO. 95171 FKA N0. -98-96 C `---- L,CALE ` SHEET S-1 24 5IMP50N 5T22 STRAP -- AT ALL CORNER PLATE 010 x 3' 5CREW5 _ _ I _ '-ROM 2 x 10'5 TO I 1 �. P TRtJ$3 L I ar-i - 4,1' SIMP50N ST22 STRAP, Tl P 19 THIS LINE 5-� MANSARD JACK -- TRUSSES a 24" O.C. Y �r 4�--•-----_ --- zL AT TRUSSES a 24' O.C. -- 14 S-5 4x4 ABOVE` , FLAT TRUSSES v 24" O.C. - -- A" ALL FRAMING WILL BE •,NECKED FOR STRAIGHT AND PLUMB PRIOR TC NEXT PHA5E OF CONSTRUCTION, SEE SHEET M -I FOR OPERATING I;JEIGNT OF MECHANICAL EQUIPMENT, ROOF FRAMING PLAN HUN 99 00101) l-AKI. JK 12144 SW SCHOLLS FERRY RD Pg 22 of 52 - . 4x12 -- _ : 4x1:.' 51MP50N LTHJR,'L Q HANGER J► I NOTE 1. SEE SHEETS S-1 & S-3 FOR GENERAL NOTES AND TYPICAL DETAILS. FOR HIGH ROOF FRAMING 1. TRUSS LAYOUT AS 5HOWN ON TH15 5NEET 15 FOR 2. TYPICAL ROOF SHEATHING, U.N.O. 5/8" CDX PLYWD. P.I.I.: 40:20 WY -99042 TRUSS MANUFACTURER'5 AID IN DESIGNING TRU55E5 AT TOWER SEE DETAIL - AND PREPARING TRU55 DRAWINGS. ACTUALTRUSS 2+a ---- 24/- TIilS 5NEET TJ -- - - ----__.--- -------_-_._._-----_____ ---� � �� `• ' _-_ LAYOUT MAY DIFFER SLIGHTLY. THIS 15 ACCPTABLE BOUNDARY NAILING (B.N., 10d 0 6" O.C. 3 SOLID EDGE (� 19 51MP50N 5T22 N01E: A5 LONG AS ARCHITECTURAL ROOF AND CEILING EDGE NAILING (E.N.) 1Gd ®6" O.C. 0 0 PROF'_E5 ARE MAINTAINED 4 MECH. (DUCTING S-3 BLOCKING' "3 THIS LINE STRAP T*T PICAL -� �� TRUSS MANUFAG?URER TO PROVIDE CALCJ�ATION= 15 NOT AFFECTED -SIZE OR LOCATION FIELD NAILING (F.N.) 10d & 12" O.C. NOT REQUIRE) 1` / t SHOP DRAWINIG5 PRIOR TO FABRICATION PER W W Wit 4/- TH15 SHEET (WOOD TRU65 NOTE::). T 3. * INDIrATES LOCATION OF ROOF DRAIN. SEE ARCHITECTURAL FOR �( Z .� � O XIS 2. GIRDER TRU66E5, END TRUSSES AND c' OTHER SPECIAL DETAILS. J --V-- - ` - 5P CINCs9 T MAINTAIN�OULD NOT BP L WOOD SHEAART OF ITI-il TRUSS c � � E 0 Q kAIM' ----- - v NG LENGTH5 4. INDICATES X PA PIES FULLWHEIGHTE 1 FFRLLCLEDr1CTHL Q • -r10 UNLES:. THEY FALL EXACTLY ON A 24" o/c, SPACING OF WALL, U.N.O. S_3 & I >. r i < W _ I I xl2 FLUSH `t 5.3 ' I MODULE. S. DESIGN LOADS FOR TRUSSES h R 13 -� FLAT ROOF: D.L. 17.0 ENTIRE WALL 5 3. APPROVED FINAL TFZJ55 DR4WING5 5HALL BECOME ., �` I 5-3 - 5"3 --- -__ 5-4 PART OF CON5TRUGTION DOCUMENTS L.L. 115.0 _ ��_ �$ __ l- - - 4x10 ON _ ' _. � -�- _� � - _ -- - _ -- -- -- --- ------ _ --- T.L. 42.0 T. 4x o � --.----- - --- -- _ �, r - r - r SLuPING MANSARD: D.L. 15.0 o " 1 ' +--RA15ED TCP PLATE - x I� v T.L. 43.0 P.cc. F. m (3) 0516 CRAIG STRUT ST P5 < PANELS + + _ ► I 4 TOWER FRAMING, SNOW DRIFTING AND MECHANICAL LOADING SHALL BE. --- �, ______ _ __ ___ ---_ - __ ___ _____ ___ - CONSIDERED IN TRUSS DESIGN.SHOULD MECHANICAL EQUIPMENT AND , on g -- -1 n-------- �r---- r--- t� I - - -- - - -- + WEIGHTS DIFFER FROM THOSE SHOWN ON THIS SHEET OR MECHANICAL -- ' DRAWINGS, CONTACT ENGINEER PRIOR TO FABRICATION. r I i - n 16 I ______ 14 ! _ - i ` 6. NON-BEARING HEADER SCHEDULE, U.N.O. ON PLANS. F► + I In ��e♦ - - C - (f) CPG. SIZE OF & CEILING 4'-0"- 4x4 6 -0 4x6 _ 8,.-0" _ 4x8 =0-" ^ _ 4x 10 44 7. FRAME ALL OPENINGS AND EQUIPMENT PLATFORMS AS DETAI-ED ON O POST SHEET A-7 AND MECHANICAL DRAWINGS.' 8. USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED EDGES OF ROOF -J Cr) LINE OF 2x6 I I I ► 51MP50N LTNJiL!. ' SHEATHING. � TRU951MPAC ' I �. BRACING B Q TRUSS MANUF. ` Q (51-4 I + 8 8 - - ' CO Ci �I: mk� ' ' t -•- - I 5-3 ROOF FRAMING NOTES 1 �- W FOR NIGH ROOF FRAMING -- - - I I 23 I I ►l AT TOTER SEE DETAI ti _ - _ _ 24;'TH15 5NEET _�- - - - -T ► 5-3 I I - _ , Z - I � 0 ®. i ! + ' 1. ALL STRUCTURAL LUMBER SHALL BE OF THE FOLLOWING GRADES AND Q - L 1 v p ur , , ! - - ' 13e DESIGN VALUES CONFORMING TO STANDARD GRADING RULES FOR WEST Z L` Li_ 1� ROOF + I - Il _ :1 1:3 f + OAST LUMBER, No. 17, UNLESS NOTED OTHERWISE z O - Ij \ - - - HATCH{! ! 1- 1 5.3 I 5-3 (SEE SPECIFICATIONS FOR COMPLETE WOOD FRAMING SPEC.): _ 4x4 _- !6 E A 5-' A J 4x4 I- - -- BLOCKING PANEL a� 0 I �D II1 JI I I II II E T II ! II - i 12 RAFTERS JOISTS H ER.► 4x OR S ALLER). . . . . . . J -_--- BEAMS & STRINGERS (6x OARGER. . . . . . . . . . . NNO. . 1 hROA T . POSTS & TIMBERS . . . . . . . . . . . . . . . . N0. t 0 L -J 2x4 JOIST&RAFTERS. NO. 2 Q 0 rn Z Q_ BEARING & EXT. STUDS . . . . . . . . . . . . . . . NO. 2 �- I , -___ ,� _-_-- , �5.3 EXPOSED POSTS AND/OR FRAMING SHALL BE SELECTED FOR � - -� I I I RIDGE LINE ,;`-._ __ IC'_�- _..____ 'r'� APPERANCE AS WELL. 2 ENTIRE 2 ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE 0 >_ I ,n i F- - --i __ ! i I --` -� _- - I WALL TREATED LUMBER. � , �' � Z 1 L - += •j ! ! I I I I_ _ I I I I tYJI X� 3 EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP' a is L.L. 0 15 of _ - �,� OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION. -.�, w i ! I I 4x4_ 4 PLYWOOD FOR ROOF SHEATHING SHALL BE CDX5PLY), USE EXTERIOR ,? J CY_ o TYPE, MIN. C -C GRADE WHERE PLYWOOD IS EXPOSED TO WEATHER. ALL r y- 0 r; .ij • ~• I I - -- -- PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE ALL PLYWOOD o: i < `� o► L ! SHALL CCNFORM TO U.S. PROCUCT STANDARD PS 1-77. 5. NAILS SHALL. BE COMMON. NAILING SHALL BE PER TABLE 23-1-0 OF TH O l� tr UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS AND il- 0 W <►-- _ FLAT JACK DETAILS. v ;'j Q n' 2 4x4 ' ABOVE 'p f n 1 ► I! �I I! CLIENT ~ I CD I .)G5 NC W W 44 7. FRAME ALL OPENINGS AND EQUIPMENT PLATFORMS AS DETAI-ED ON O POST SHEET A-7 AND MECHANICAL DRAWINGS.' 8. USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED EDGES OF ROOF -J Cr) LINE OF 2x6 I I I ► 51MP50N LTNJiL!. ' SHEATHING. � TRU951MPAC ' I �. BRACING B Q TRUSS MANUF. ` Q (51-4 I + 8 8 - - ' CO Ci �I: mk� ' ' t -•- - I 5-3 ROOF FRAMING NOTES 1 �- W FOR NIGH ROOF FRAMING -- - - I I 23 I I ►l AT TOTER SEE DETAI ti _ - _ _ 24;'TH15 5NEET _�- - - - -T ► 5-3 I I - _ , Z - I � 0 ®. i ! + ' 1. ALL STRUCTURAL LUMBER SHALL BE OF THE FOLLOWING GRADES AND Q - L 1 v p ur , , ! - - ' 13e DESIGN VALUES CONFORMING TO STANDARD GRADING RULES FOR WEST Z L` Li_ 1� ROOF + I - Il _ :1 1:3 f + OAST LUMBER, No. 17, UNLESS NOTED OTHERWISE z O - Ij \ - - - HATCH{! ! 1- 1 5.3 I 5-3 (SEE SPECIFICATIONS FOR COMPLETE WOOD FRAMING SPEC.): _ 4x4 _- !6 E A 5-' A J 4x4 I- - -- BLOCKING PANEL a� 0 I �D II1 JI I I II II E T II ! II - i 12 RAFTERS JOISTS H ER.► 4x OR S ALLER). . . . . . . J -_--- BEAMS & STRINGERS (6x OARGER. . . . . . . . . . . NNO. . 1 hROA T . POSTS & TIMBERS . . . . . . . . . . . . . . . . N0. t 0 L -J 2x4 JOIST&RAFTERS. NO. 2 Q 0 rn Z Q_ BEARING & EXT. STUDS . . . . . . . . . . . . . . . NO. 2 �- I , -___ ,� _-_-- , �5.3 EXPOSED POSTS AND/OR FRAMING SHALL BE SELECTED FOR � - -� I I I RIDGE LINE ,;`-._ __ IC'_�- _..____ 'r'� APPERANCE AS WELL. 2 ENTIRE 2 ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE 0 >_ I ,n i F- - --i __ ! i I --` -� _- - I WALL TREATED LUMBER. � , �' � Z 1 L - += •j ! ! I I I I_ _ I I I I tYJI X� 3 EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP' a is L.L. 0 15 of _ - �,� OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION. -.�, w i ! I I 4x4_ 4 PLYWOOD FOR ROOF SHEATHING SHALL BE CDX5PLY), USE EXTERIOR ,? J CY_ o TYPE, MIN. C -C GRADE WHERE PLYWOOD IS EXPOSED TO WEATHER. ALL r y- 0 r; .ij • ~• I I - -- -- PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE ALL PLYWOOD o: i < `� o► L ! SHALL CCNFORM TO U.S. PROCUCT STANDARD PS 1-77. 5. NAILS SHALL. BE COMMON. NAILING SHALL BE PER TABLE 23-1-0 OF TH O l� tr UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS AND il- 0 W <►-- _ FLAT JACK DETAILS. v ;'j Q n' 2 4x4 ' ABOVE 'p f n 1 ► I! �I I! S11"1F-':?ON LTHJR L I wANGER TRUSSES +CL c D V) I--- at -24" o/c + 6. ALL METAL CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTOR", ---- THE NAILS FOR THESE CONNECTORS SHALL BE JOIST HANGER NAILS + I ' MANUFACTURED BY THE SIMPSON COMPANY. I I DRAWIN'.; TITLE_ 7 PROVIQE 1x6 DIAGONAL LET -IN BRACINGAT APPROX 45de ) EVERY 25'-0' MAXIMUM IN STUD WALLS NOT SHEATHED. BRACING SHALL RUN z - - I CONTINUOUS FROM SILL PLATE TO TOP PLATE. NAIL WITH 2-3d PER STUD AND 3--8d EACH END TO PLATES. 8. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR.!--- t,� CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OFLjJ L m , WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE PLACE CD FIRE STOPS AT A MAXIMUM SPACING OF 10'-0" IN THE VERTICAL _- I _ DIRECTION. PROVIDE 2x FIRE STOPS IN A.L. FURRED SFACTS, VERTICAL - (3) x5111 DRAG STRU- C,►TRIAPS t PANELS IE.' -p" LONG I I U_ - - r AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10 -0' IN EACH C� I _ _ I' - -- - -` ! ►�� I s .� + DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD Q 2 ----- ----- - -- -- _� 11 1i4 - - - 1 I u I I I "- _ DBL ! 4x4_ I WALLS. TIMBER5TRAND ! I I STUDS I P -, f� Q LSL HDR. I �' 9. TOP PLATES OF ALL STUD W&L SHALL BE 2 PIECES THE SAME SIZE A`: --_---__ '�'`!�' _ _ __ __ __ _____ ___ ____ __ ____ ___ STUDS. SPLICES TO LAP 4'-0 MINIMUM AND BE NAILED PER - - - - - - - -- -- --__ - --- ---- - ---- _ -I DETAIL 5/S3 O I- 19 SIMP. 5T6236 !«, 1? 10. BOLT HOLES IN WOOD SHALL BE 1 32" TO 1 16" LARGER THAN THE 0 0 -.� STRAP T'r" \\ S 3 ,_ _ - - _ -- - , NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT z _1 L L. J L J L_ J L J L.� U'NEARWALLS ON THIS PLAN ARF_ THE MIN. WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 6 GAS 5 \ SIM. - ---- ---- - � -"'- �-- REQUIRED PER 5T1'.:'_.11RAL CALCULATIONS. !✓LK'G T'E 11. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF \ i - ALL EXTERIOR WALLS, BOX SOLUMNS, IF, SHEATHING, PLASTER, ETC. - --- - �, ROOF REVISIONS 24 12� 564 I \ STRUCTURAL MEMBERS SHALI NOT BE CUT FOR PIPES ETC. UNLESS 4&04/09/99 11 ' �� j 5 � ENTIRE OCCUR PARAPETS, ETC. MAY BE SHEATHED I 12. II"'P50N X51 ��r� SPECIFICALLY DETAI ED •---_..____ .. 5TR� P. v 5-3 5- v - I I I S11"1F-':?ON LTHJR L I wANGER TRUSSES +CL c D V) I--- at -24" o/c + 6. ALL METAL CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTOR", ---- THE NAILS FOR THESE CONNECTORS SHALL BE JOIST HANGER NAILS + I ' MANUFACTURED BY THE SIMPSON COMPANY. I I DRAWIN'.; TITLE_ 7 PROVIQE 1x6 DIAGONAL LET -IN BRACINGAT APPROX 45de ) EVERY 25'-0' MAXIMUM IN STUD WALLS NOT SHEATHED. BRACING SHALL RUN z - - I CONTINUOUS FROM SILL PLATE TO TOP PLATE. NAIL WITH 2-3d PER STUD AND 3--8d EACH END TO PLATES. 8. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR.!--- t,� CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OFLjJ L m , WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE PLACE CD FIRE STOPS AT A MAXIMUM SPACING OF 10'-0" IN THE VERTICAL _- I _ DIRECTION. PROVIDE 2x FIRE STOPS IN A.L. FURRED SFACTS, VERTICAL - (3) x5111 DRAG STRU- C,►TRIAPS t PANELS IE.' -p" LONG I I U_ - - r AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10 -0' IN EACH C� I _ _ I' - -- - -` ! ►�� I s .� + DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD Q 2 ----- ----- - -- -- _� 11 1i4 - - - 1 I u I I I "- _ DBL ! 4x4_ I WALLS. TIMBER5TRAND ! I I STUDS I P -, f� Q LSL HDR. I �' 9. TOP PLATES OF ALL STUD W&L SHALL BE 2 PIECES THE SAME SIZE A`: --_---__ '�'`!�' _ _ __ __ __ _____ ___ ____ __ ____ ___ STUDS. SPLICES TO LAP 4'-0 MINIMUM AND BE NAILED PER - - - - - - - -- -- --__ - --- ---- - ---- _ -I DETAIL 5/S3 O I- 19 SIMP. 5T6236 !«, 1? 10. BOLT HOLES IN WOOD SHALL BE 1 32" TO 1 16" LARGER THAN THE 0 0 -.� STRAP T'r" \\ S 3 ,_ _ - - _ -- - , NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT z _1 L L. J L J L_ J L J L.� U'NEARWALLS ON THIS PLAN ARF_ THE MIN. WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 6 GAS 5 \ SIM. - ---- ---- - � -"'- �-- REQUIRED PER 5T1'.:'_.11RAL CALCULATIONS. !✓LK'G T'E 11. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF \ i - ALL EXTERIOR WALLS, BOX SOLUMNS, IF, SHEATHING, PLASTER, ETC. - --- - �, ROOF REVISIONS 24 12� 564 I \ STRUCTURAL MEMBERS SHALI NOT BE CUT FOR PIPES ETC. UNLESS 4&04/09/99 11 ' �� j 5 � ENTIRE OCCUR PARAPETS, ETC. MAY BE SHEATHED I 12. II"'P50N X51 ��r� SPECIFICALLY DETAI ED •---_..____ .. 5TR� P. v 5-3 5- ( 2) 435F 0 EA SIDE- - -- EA 4x BLOCKING DONT. Imd NAIL5 • 6" O.G. -- 2 ROWS B.N. ') la'od NAIL5 -214 EAC44 51DE OF TRUS5 I TRUSS n DAA^ TIF Tn TDI ICC!~ C 2) Ihd NAIL5 TOP AND BOTTOt- OF WALL 24" ,8" 24" 24" 3 HOLD THE5E TRUSS DIMENSIONS -- VERIFY a/ SHOP DW65 ENTIRE WALL ( 2) CSI:- N,GIL W/ (3) 010 x 3" 5GREW5 FROM 2 x Im'S TO `/j� NIP TRUSS L.I/2" PLWD PANEL W1 Od NAIL5 0 4" O.G. TYPICAL ) NORTH 16)1 DRAG TIE TO SHEAR WALL If 12)1 -TRUSS DETAIL_ If this notice appe;lrs clearer Mau lite JUN 0 2000 document, the document is of ntar011111 ttuality. Illicn))i`med 7011 z ,,i 1 ! illll!II'IIIIlII1111 !Ii I I I I III ! I I IIIIIIIIIII I + I I : ! I I !!; F I.! t' I I ,I Ii!► .' I III �� I I I I III 1 I I I"I ('I'I i '{ I I, I{ I I I ill. I!i!I ,!) .!I' !i!1 1lj'!!i!i'�!i ! {Ij!I II L !i!i!{!;!i!.!I ► i!i!�1!!ili�rl � j l!�III INCH MADE IN CHINA _ "r`" 111 VIII I IIIIIII III 1111 Iliilll lilt lllill ii'!ii Ililfililliill'{fill illll I,'lii i �'Il' ' "I !' ' •• '�{ III' i,,,11 t' n, ,i , 'i"t't• ""' ttiunl t tt,rl� t nt , t, It„ I„� r,ln,, „ In I,t„ „ �� ., .' IIIIIIIlI If,„lIII..",II,I!'...,,'i„III," Illi,.,..,II..„Illill..,,,,1,,1...1111, .,., ,,,,., I.. , ,,.,,,I..I,.-i!l,ill, 11!!!EI'llnlll!IE 1111Et►II111iilln,�!...II!.,,,,,Ill,n.,.i1lI..Il.li,,:►t;,,l�t,i,,fl� ,,.,,II,II,,,...il,i1,,.,1,lli..:+�, .l,.,,III �.,..II ! � i1ll! Il,. WITH 3/0 CDX PL I WOOD. 7Ht-ARWALL WI IH L MINIMUM NAILING FOR CONTINUITY. 13. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL 0 ALL FRAMING WILL 13E CHECKED FOR SUPPORTS. BLOCKING SHALT. BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER Q STRAIGHT AND PLUMB PRIOR TO NEXT PHASE OF CONSTRUCTION. SEE SHEET M-1 14 CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 8' FOR OPERATING WEIGHT OF MECHANICAL MAXIMUM FOR ALL JOISTS AND RAFTERS 'MORE THAN 10 DEEP. EQUIPMENT, 1/4)) __1 ' -0" 1 7 WOOD FRAME 3 0 1. TRUSS MANUFACTURER SHALL SUPPLY TO THE OWNER AND THE BUILDING STAMP DEPARTMENT CALCULATIONS AND SHOP DRAWINGS. ALL CALCULATIONS AND AND SHOP DRAWINGS SHALL BE SIGNED BY A STATE REGISTERED °�x�d,! PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE 1?219 MANUFACTURER TO OBTAIN BUILDING APPROVAL, Or CALCULATIONS AND -2x4 AT 24'' o/c, WHERE SHCP DRAWINGS PRIOR TO FABRICATION IF REQUIRED BY BUILDING /SPACE BETWEEN TRUSSES DEPARTMENT. EXCEEDS 32" or'c. 2. TRUSSES SHALL BE DESIGNS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING HODEEQUIPMENTRALLLAD POSED, INCLUDING LATERAL LOADS SAM r - - 3. ALL CONNECTORS SHALL BE I.C.B.O, APPROVED AND OF ADEOLIATE L STRENGTH TO RESIST STRESSES DUE TO THE LOADING 'NVOLVED. 4. DEAD LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. �Ro1c, DATE, SIMPSON F-24 NANGEF2 r BLDGb�k ) 7.4y;II; 5. CROSS BRIDGING AND OR BRACING SHALL. BE PROVIDED AND DETAILE-DSUBMITTAL --_-__-- EACH END AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. DATE. 4�_"__DBL TRU55TYPICAL 6. TRUSSES ARE TO BE DESIGNED FOR gA SINGLE TRUSS AT LOADING OF MECHANICAL _...... EQUIPMENT AND 'FAL.SE-TOWER' FRAMING. eln DATE: 7. SNOW DRIFTING AT PARAPETS AND 'FALSF i OWERS' ARE SHOWN ON CKE NO. 95171 ROOF- FRAMING PLAN W/ DIAGRAM BELOW. MAXIMUM DRIFT (PSF) EKA NO. 98-98 C SCALE: LENCsTN �' SHEET OF DR11=T VVOOD TRUSS 4 .)G5 F ( 2) 435F 0 EA SIDE- - -- EA 4x BLOCKING DONT. Imd NAIL5 • 6" O.G. -- 2 ROWS B.N. ') la'od NAIL5 -214 EAC44 51DE OF TRUS5 I TRUSS n DAA^ TIF Tn TDI ICC!~ C 2) Ihd NAIL5 TOP AND BOTTOt- OF WALL 24" ,8" 24" 24" 3 HOLD THE5E TRUSS DIMENSIONS -- VERIFY a/ SHOP DW65 ENTIRE WALL ( 2) CSI:- N,GIL W/ (3) 010 x 3" 5GREW5 FROM 2 x Im'S TO `/j� NIP TRUSS L.I/2" PLWD PANEL W1 Od NAIL5 0 4" O.G. TYPICAL ) NORTH 16)1 DRAG TIE TO SHEAR WALL If 12)1 -TRUSS DETAIL_ If this notice appe;lrs clearer Mau lite JUN 0 2000 document, the document is of ntar011111 ttuality. Illicn))i`med 7011 z ,,i 1 ! illll!II'IIIIlII1111 !Ii I I I I III ! I I IIIIIIIIIII I + I I : ! I I !!; F I.! t' I I ,I Ii!► .' I III �� I I I I III 1 I I I"I ('I'I i '{ I I, I{ I I I ill. I!i!I ,!) .!I' !i!1 1lj'!!i!i'�!i ! {Ij!I II L !i!i!{!;!i!.!I ► i!i!�1!!ili�rl � j l!�III INCH MADE IN CHINA _ "r`" 111 VIII I IIIIIII III 1111 Iliilll lilt lllill ii'!ii Ililfililliill'{fill illll I,'lii i �'Il' ' "I !' ' •• '�{ III' i,,,11 t' n, ,i , 'i"t't• ""' ttiunl t tt,rl� t nt , t, It„ I„� r,ln,, „ In I,t„ „ �� ., .' IIIIIIIlI If,„lIII..",II,I!'...,,'i„III," Illi,.,..,II..„Illill..,,,,1,,1...1111, .,., ,,,,., I.. , ,,.,,,I..I,.-i!l,ill, 11!!!EI'llnlll!IE 1111Et►II111iilln,�!...II!.,,,,,Ill,n.,.i1lI..Il.li,,:►t;,,l�t,i,,fl� ,,.,,II,II,,,...il,i1,,.,1,lli..:+�, .l,.,,III �.,..II ! � i1ll! Il,. WITH 3/0 CDX PL I WOOD. 7Ht-ARWALL WI IH L MINIMUM NAILING FOR CONTINUITY. 13. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL 0 ALL FRAMING WILL 13E CHECKED FOR SUPPORTS. BLOCKING SHALT. BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER Q STRAIGHT AND PLUMB PRIOR TO NEXT PHASE OF CONSTRUCTION. SEE SHEET M-1 14 CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 8' FOR OPERATING WEIGHT OF MECHANICAL MAXIMUM FOR ALL JOISTS AND RAFTERS 'MORE THAN 10 DEEP. EQUIPMENT, 1/4)) __1 ' -0" 1 7 WOOD FRAME 3 0 1. TRUSS MANUFACTURER SHALL SUPPLY TO THE OWNER AND THE BUILDING STAMP DEPARTMENT CALCULATIONS AND SHOP DRAWINGS. ALL CALCULATIONS AND AND SHOP DRAWINGS SHALL BE SIGNED BY A STATE REGISTERED °�x�d,! PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE 1?219 MANUFACTURER TO OBTAIN BUILDING APPROVAL, Or CALCULATIONS AND -2x4 AT 24'' o/c, WHERE SHCP DRAWINGS PRIOR TO FABRICATION IF REQUIRED BY BUILDING /SPACE BETWEEN TRUSSES DEPARTMENT. EXCEEDS 32" or'c. 2. TRUSSES SHALL BE DESIGNS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING HODEEQUIPMENTRALLLAD POSED, INCLUDING LATERAL LOADS SAM r - - 3. ALL CONNECTORS SHALL BE I.C.B.O, APPROVED AND OF ADEOLIATE L STRENGTH TO RESIST STRESSES DUE TO THE LOADING 'NVOLVED. 4. DEAD LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. �Ro1c, DATE, SIMPSON F-24 NANGEF2 r BLDGb�k ) 7.4y;II; 5. CROSS BRIDGING AND OR BRACING SHALL. BE PROVIDED AND DETAILE-DSUBMITTAL --_-__-- EACH END AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. DATE. 4�_"__DBL TRU55TYPICAL 6. TRUSSES ARE TO BE DESIGNED FOR gA SINGLE TRUSS AT LOADING OF MECHANICAL _...... EQUIPMENT AND 'FAL.SE-TOWER' FRAMING. eln DATE: 7. SNOW DRIFTING AT PARAPETS AND 'FALSF i OWERS' ARE SHOWN ON CKE NO. 95171 ROOF- FRAMING PLAN W/ DIAGRAM BELOW. MAXIMUM DRIFT (PSF) EKA NO. 98-98 C SCALE: LENCsTN �' SHEET OF DR11=T VVOOD TRUSS 4 IC ;' ^�T7 Ric i.w q,•, ;"I..),•, E_N LAN: rH E.T. WOX 20G :C 111, rig;, ii'i ir:Ou lk, TO vCAM uhf T. Af:E WVi f'New, r OVER P.T. W'OM LfDCO 'f,tAT H; MEN ftftEV TO WVT1 Of Elf -5. Ih15UJ..A i &I I X55, G,W MOLM 1" x 5 1,12" s%ATC - 4x 5 t IiV.F? AT $4i ,%G 1'4r;' � I -4-•D.N. ./2" 4ZF;�, L rwooD -�, -7 W/ 8d Ejl� AT G" n/c--Ha r ' RT 12• arc °a.r L' L,'2" (, b-4 AT G,- �Vc. F -A, 12- .;. i C 1"l PLY G'C' r 0'r1 Ptd y'A' 1 l :'..tom;:_. ;: ,,;.-.._.. »_1*C•:-.-� '. � ."��'tie ` .. 1 x PLATE w/ 1w" ov, 5TAGC,. 0 � r DEL TRI.155 r f 71J5S AT ,22A 2.x 31_Gu'(!Nc, A.T ,. PARAPET AT VARIOUS TRUSS LEVELS C2� 1 DBL. TRUSS I _5EE PLAN NOTE= PLYWOOD NOT SHOWN ON OUTSIDE FACE OF TRU55E5 FOR CLARITY. 2x CONT. BLOCKING TYP. 13 - i3-i:d EDGE NAIL-11<5; 1°'1FG_ TRU55 5EE PLAN 2,K BL<G EA SIDE OF WALL A 48' O.G. EDGE NAI,_;Nr3 SHEATH- 5EE PLAN 2x STUDS lin" 0.c_ -2x CONT. BLKG + 12 DRAG STRUT 5-4 E.N.. TYP --1 2'. BLOCKING AT 24" o/c SEE 1 W/ (4) 10d per BLOGKING 5-3 5111P50N 5T22 STRAP AT 112" PLYWOOD w/ 24 o/c 8d E.N. AT G" o/c. / 2x BLOCKING W/ C3) lwd TRUSS MANUf. 2x MIN G w/ 16d AT o/c T --STAGGERED TO .`\ TRU55 \ \d 2x CONT. 3L �'G w/ 4-b� ; ;r BLK\ TO PLA: E �. BLKG. PANVL PE 10 S-4 SIMPSON H2.5 SIMPSON A35 JACK TO EACH TRUSS GIRDER TRUSS JAGK TRU'S5 W/ 51MP50N Fes- L.N.T I PICA[. 2xG STUDS AT 1G" o/c -� AT LU52G HANGER �� 17A or BEAM WHERE OGCUR5 WALL BELOW AT 11 GIRDER TRU55 FLAT JACK TRUSS TO GIRDER 11 r; -�'--EXTM TRUbS F'f,>1R FARAPET WALL AT �= I AT v �'" 1%t, E.N. TYKII f' -9.N __L/2" RE5oh-FACEEI PLYWOOD 1 w/ H EN AT C" o/c + 8d F.N. AT 12_" o11;, EXTW TE TOP -Of PARtP17 '001 0`�UJ - -------•-•.--2x ELOCKIfdG w/ 'Gd AT G" o/c TO BLOCNI, FLAT TO MANSARD 3/16 FA57EN REQ'D. WOOD Wr 1/5-4 POWDER ACTUATED FA57ENER5 • 1G" O.G. I I 4x 4EADER TYP. -U.N.O. STRAP- SEE PLAN I I • I SIMPSON 00044 (FILL ALL NAIL HOLES) /_,x4 `-SIMPSON A35 II 23 HEADERS TO POST T53 1/2 x 3 1/2 11 II II' , f-51MP50N DTC GLIP AT 48" o/c #8 SELF TAP SGREW5 AT TOP TRACK I E I1 -TRU55 TYPICAL ii I 1 5/8" HOLD TO FADE OF TRU55 -MR. 5TUD5 AT \\ KITCHEN FRYER WALL ORDER � KITCHEN TRU5515 AT 24 o/ SIDE SIDE 5EE PLAN , SIMP50N 0516 �tTRAF TOP PLATE TO BLKG � IAY5 88d EVERY 3rd HOLE IN A P.OW> 10 WALL 2 4 TRUSS TO NON -BRIG WALL DRAG STRUT I i 1 11 49 00 1 h I N I< I 7-TTZ- 1_'144 SW S('II(4,LS I f.RRY RD Pg 23 of 52 1_B I II I II 1. SHEAR PANEL WHERE OCCURS. SEE PLANS MANSARD TO WALL ,n1A ; ,..—CONT OIL, 700 "LATE. -NA 5ftjCf --- .-- ------ T'IJC?5 AT 14A AT ST22 AT (4) C-CRNCr, 5 I I I ,..-. G'r 'F`45C. TOW9.1r A. bY TRU55 I 1"' �! tip► ;5 T''F'IGA„ i It -----'SPEOIAL E rRIJ55' w/ 2x-► IFLAT VRT17 A' 1G" ool RMEN VAG( K&S- ... c.hMDH 435 A " a/c -� .N. rftAL `°•». ?;A WALL 'BJLL 11T. INHERE GCCURS. 5Ef PLANS 0[' EXTEND TRU55 VERT5 AS REQUIRED FOR PARAPET B.N. 2x BLOCKING E.N. 2x SHAPED BLOCKING w/ 1Gd AT G" c/c: TO BLKG TRU55 19) B LK' G AT MANSARD AND PARAP ET I(l 2xG VERT. ATI - E.N TYPIGAI EACH TRUSS FOR PARAPET i /2 RE 9N -FACED PLYWOOD WALLS wi 8d E.N. AT G'' o/c + ad F.N. AT 12” o/c. EXTEND ' TOP OF PARAPET WHERE OGG E.N. TYPICAL-, 2x4 VERT. AT EAGy TRU55 FOR PARAPET WALL 5 II I (4) 1Gd NAILS ///,-TO TRU55 (TYPICAL)'/ 51MPSON 5TG23G STRAP. U.N.O. on PLANS. IF TOP PLATE 5 RUN CONTINUOUS OMIT STRAP + NAIL PLATE TO BEAM w/ 16d G" o/c BEAM TO WALL 1FId AM- SEE PLAN 2x KING 5TUr 1Gd AT 12" o/c. TYPICAL P05T IF OCGUR5-5EE PLANS PROVIDE 51MP50N BC P05T GAP FROM P05T TO BEAM ". y.. ��';� V IL`, •Milli tt11L1%�. " 1i1 5" is BEAM AGS' 1-1Gd E.5. .r FOR EAt)r' AVTIOUI L. 2.'• IN ' Dfrrr! (G -lid MAX.) -'zFl.ICE TOP PUTF A5 1'E' JFf,.AMCG ANCh Ok EA. X:. FOR kiz r 6xa'J UAM5 I LARGE: 2% SPdD EAC," 5M -/ 1t'j, I AT 12" o/cTO %L. SIUE►5 OR P(;5T $T LO5 rr i rd 'AT" arc of I I 1''ROw-M G)mp5c)N % OR I ; E°G POST CAP FROM PaaT TOMEMAT t -2x PLATE5 1/2" RE51N FI�GED PLYWD ad E.N. • G" o/c. ad F.N • 12" o/c. U.N.O. 2x 8LK'G 'x/ 1Gd ----� . 12'' o/c. 67AGGERED 'x BLOCKING - AS SHOWN FOR)R ROOF FOFO SHEATHING E.N. sin� A /\, 5EE ARG`I'L FOR FASCIA TREATMENTS VERTICAL 2x6 5TUD5 ��iil�►-� a��ibr �1 tr 1 _ SHEAR WALL SCHEDULE _ MK. _ MATERIAL NAILING 1 1/2' CIA PLYWOOD 8d at 4" o/% F.N_ NOTES ad at 12" o/c F.N. o 1/2'" GDX PLYWOOD 8d at 3" o/c E.N. (L7) Q:f z ad at 12" o/c F.N. CIC 3/8" GDX PLYWOOD - 8d at 4" o/c E.N. 1. BLOCK ALL EDGES 8d at 12" o/c F.N. WHERE GALLED FOR ON 1/2" GDX PLYWOOD Zd at G" o/c F.N. FAGH SIDE 8d at 12" n/c F.N. R N 1/2" GDX PLYWOOD 8d at G" o/c E.N. - (1) 51DE I 8d at 12" o/c F.N. TYPICAL PLATE SPLICE 5 ` SHEAR WALL_ SCHEDULE )5E 2-2x KING 5TUD5—,,^� 2-'2x TOP PLATE5 AOR OPENINGS I ARGER SPLICE/ 5 'HAN 8'-0'" :USE PO'IT AT OLDDOWNI - DIAPHRAGM rGIRJDER /PERIMETER (BOUNDARY) TR _.- ?-1Gd FOR G" DEEP HD4. ADD- I-lGd FOR EA. ADD'L 2' IN )EPTH ~� Gd AT 12,.o/c HEADER-5EE 1 _ FOR SIZE. ?-2x TRIMMER5 WHERE ----- -0' - - 00 ! Q coo C, -1- Li C, C7 Q m IJ � r\ � LTJ ----,Iv QD j °►� r z = <r Q '1 0 0 -" PROJECT W Q I-- _ - W G CJ U � L4 z � a GI�LLJ OIn IDR 15 4x10 OR LARGER �--�- U F-- (n W T Lx WINDOW ALL w.-i6d MIN FIELD (INTERMEDIATE z J \y TOE NAILS EACH END WOTH SEARING) �' �r �IMP50N HDA HOLDDOWN - w �- DR SEE PLAN I T�'--'—TT--"`�TT""\-RAFTER5 OR JOISTS. � `� NOTEPROVIDE 2x HOIRZONTAL BLKG BETWEEN STUDS AT 10'-0" o/c. MAX + A5 FIRE BLOCKING AT CEILING LINE nYP. FRMC! AT STUD WALL OPNG�� N i ------2x4 FLAT AT 48" o/c �-BOTTOM GHORD OF 5--- — TRU55 2-1Gd EA. END -2x GWB NAILER PARALLEL 1-0 INTERIOR BOTTOM CHORD OF TPU55 r 51MP50N 5TG AT 4e, o/, NORMAL TO INTERIOR WDY-99047 z i N2 N NOTES (i i o d W (L7) Q:f z :� © O� CIC a OF PLYWD 5HTG. (ONLY 1. NAILS FOR PLYWOOD TO BE COMMON. C/-) WHERE GALLED FOR ON W W R N Y ?. z w 3. WHERE WEEP SCREEDS OCCUR �-d GALV. BOX NAILS MAY BE SUBSTITUTED e FOR 16 GA. STAPLES. 4. PROVIDE E.N. TO STUDS OR POSTS AT HOLDDOWN LOCATIONS. m � 5. USE 2x STUDS AT 16" o/c AT ALL SHEAR WALLS J nR 6. i5/ J I T. TYPICAL PLATE SPLICE 5 ` SHEAR WALL_ SCHEDULE )5E 2-2x KING 5TUD5—,,^� 2-'2x TOP PLATE5 AOR OPENINGS I ARGER SPLICE/ 5 'HAN 8'-0'" :USE PO'IT AT OLDDOWNI - DIAPHRAGM rGIRJDER /PERIMETER (BOUNDARY) TR _.- ?-1Gd FOR G" DEEP HD4. ADD- I-lGd FOR EA. ADD'L 2' IN )EPTH ~� Gd AT 12,.o/c HEADER-5EE 1 _ FOR SIZE. ?-2x TRIMMER5 WHERE ----- -0' - - 00 ! Q coo C, -1- Li C, C7 Q m IJ � r\ � LTJ ----,Iv QD j °►� r z = <r Q '1 0 0 -" PROJECT W Q I-- _ - W G CJ U � L4 z � a GI�LLJ OIn IDR 15 4x10 OR LARGER �--�- U F-- (n W T Lx WINDOW ALL w.-i6d MIN FIELD (INTERMEDIATE z J \y TOE NAILS EACH END WOTH SEARING) �' �r �IMP50N HDA HOLDDOWN - w �- DR SEE PLAN I T�'--'—TT--"`�TT""\-RAFTER5 OR JOISTS. � `� NOTEPROVIDE 2x HOIRZONTAL BLKG BETWEEN STUDS AT 10'-0" o/c. MAX + A5 FIRE BLOCKING AT CEILING LINE nYP. FRMC! AT STUD WALL OPNG�� N i ------2x4 FLAT AT 48" o/c �-BOTTOM GHORD OF 5--- — TRU55 2-1Gd EA. END -2x GWB NAILER PARALLEL 1-0 INTERIOR BOTTOM CHORD OF TPU55 r 51MP50N 5TG AT 4e, o/, NORMAL TO INTERIOR t1 z i N2 N NOTES (i i o d W (L7) Q:f BLOCKING AT EDGE JCXIll :� © O� CIC a OF PLYWD 5HTG. (ONLY 1. NAILS FOR PLYWOOD TO BE COMMON. C/-) WHERE GALLED FOR ON PLANS) SEE DETAIL A BEI O it ?. NAILING AND STAPLING APPLIES AT ALL STUDS, PLATES & BLOCKING. 3. WHERE WEEP SCREEDS OCCUR �-d GALV. BOX NAILS MAY BE SUBSTITUTED e FOR 16 GA. STAPLES. 4. PROVIDE E.N. TO STUDS OR POSTS AT HOLDDOWN LOCATIONS. 5. USE 2x STUDS AT 16" o/c AT ALL SHEAR WALLS 6. BLOCK ALL. PLYWOOD E[)GES. ~ CLIENT 7. SEE PLANS & OETAI'.S FOR SPECIAL ANCHOR BOt.TING. W CD TYPICAL PLATE SPLICE 5 ` SHEAR WALL_ SCHEDULE )5E 2-2x KING 5TUD5—,,^� 2-'2x TOP PLATE5 AOR OPENINGS I ARGER SPLICE/ 5 'HAN 8'-0'" :USE PO'IT AT OLDDOWNI - DIAPHRAGM rGIRJDER /PERIMETER (BOUNDARY) TR _.- ?-1Gd FOR G" DEEP HD4. ADD- I-lGd FOR EA. ADD'L 2' IN )EPTH ~� Gd AT 12,.o/c HEADER-5EE 1 _ FOR SIZE. ?-2x TRIMMER5 WHERE ----- -0' - - 00 ! Q coo C, -1- Li C, C7 Q m IJ � r\ � LTJ ----,Iv QD j °►� r z = <r Q '1 0 0 -" PROJECT W Q I-- _ - W G CJ U � L4 z � a GI�LLJ OIn IDR 15 4x10 OR LARGER �--�- U F-- (n W T Lx WINDOW ALL w.-i6d MIN FIELD (INTERMEDIATE z J \y TOE NAILS EACH END WOTH SEARING) �' �r �IMP50N HDA HOLDDOWN - w �- DR SEE PLAN I T�'--'—TT--"`�TT""\-RAFTER5 OR JOISTS. � `� NOTEPROVIDE 2x HOIRZONTAL BLKG BETWEEN STUDS AT 10'-0" o/c. MAX + A5 FIRE BLOCKING AT CEILING LINE nYP. FRMC! AT STUD WALL OPNG�� N i ------2x4 FLAT AT 48" o/c �-BOTTOM GHORD OF 5--- — TRU55 2-1Gd EA. END -2x GWB NAILER PARALLEL 1-0 INTERIOR BOTTOM CHORD OF TPU55 r 51MP50N 5TG AT 4e, o/, NORMAL TO INTERIOR NOTES' 1. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) JO'aTS AND RAFTERS. ?. STAGGER END JOINTS 4'-0" AS SHOWN, (2'-O" MIN.) 3 BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHOPDS, DRAG ''IES, AND AS CALLED FOR ON THE DRAWINGS. 4. SEE PLANS FOR NAILING. 5. NAILS SHALL HAVE MIN. 3/8" EDGIE DISTANCE. 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO COINCIDE w/ PLYWOOD PATTERN. E.N. ��--�- 3x4 FLAT or 2x4 VERT. ELOC KING `-RAFTER OR J015T DETAIL A NON-BRG, WALL DETAIL 1(,7.) PLYWOOD DETAIL BUNG. PANEL ---'2x 5TUD5 AT 1G" o/c AT 14 12x DONT. BLKG �- 2x PROGRE551VE BLOCKING w/ 4-1Gd per BLK. FOR CEILING J015T SPP.N5 S-4 1_ _ _ __ .__ - TO PLATE - OVER 14'-0" E _.----2x CEILING JO15T w/ 1/2" GDX PLYWOOD _ 3-lGd per STUD w. 8d E.N. at G" o/c, '---- 8d F.N. at 12" o/c. "' --2x FIRE BLOCKING TRU55 OR JACK TRU55 U.N.O. SEE----E.N. A5 OGGUR5 RUN FULL HT. I TYPICAL 2x BLOCKING w/ 1Gd AT --� RUN PLYWOOD THP.0 AT HOLDDOWN Co" o/c. STACIG. TO TRU55 CEILING JOIS)TS @ 16" 0/(� 2x 5TUD5 A- 16" o/c- ,_ - 2x STUDS AT 1G" o/c / ,--2x LEDGER w/ 3-1Gd J STUD 1Gd AT 12" o/c 5TAGC1. TYPIGALJ k_ 2x CEILING .101ST HANGER USE 1CId AT ro o/c AT A FROM LEDGER w/ 51MP50N - GIP.DER TRU55 F N. - U" J015T HANGER FOR SPAN`.( ) - MAN5ARD JACK TRUE -5 w/ HEADER J015T HANGER TO GIPDER SEE PLAN TRU55 26!t MNSRD JACK. TO GIRDER TRUSS 16 I i FIC AI_ OVER 14'-D" `--2x FIRE BLOCKING CEILING JOISTS @ 16" 0/C_ FLAT JACK 1 RUSS w/ PAIR PET 1(1q1CLC,. JSTS. TO BALLOON FRAME WALLI"8) STUD WALL CONNECTIONS ,.�; - e'.'MINT .'7,N'F'A��.'Y•;wl-'vL'3�v311 .',�t'&137vi;A1M1't3lrk:v ul Y',n,�l^i't�'�k31vi'.ti"4k',dGa?'ids,i'rq?d..wi?AF'+]iir:A?1Y.G$Iiafi9aWi"1'IIA%A-°rAe�7Pi4t-�,'i'Sy�Ndti',&A^ r. - til a If this notice .� ► ►e'u's clearer tll.ln th ...., .._..,- .._ .,. - ,. _,...._ ,. 1 I I • ,. JUN 0 2 2000 i document, the document Is of nlar Ini►1 I ►I;IliII. I I II III VIII Illi li i,iili 11 ll1 IIlllil'll!i!IIII I ijlllii Illjlll � fill I Illj Ii I Ilt,l� ll ili:l,;;ll I i I { (I mI' II!I�I)IilIIlli 11Iili 1 l NCN MADE IN CHINA 4 l; I 1. T! -- _ ....� II I 1111 I II III I I I 11111 lilt lill iiiiiil 1111 illl'Ilii' ii!il 1'liil iiliil inti' Ili' ilii i 1. I'Iliilll' III n II t 1111 Illi t1 '1 '1'i:'I' " I t!il n1 11 IIt/11 1 11,1 1 t U 1111 ,11111 1111111 1111111 ! 1 1 u 1+�1 IIII�IIIIIII„11111,.lllltll�lll,,1IIII1111,IIIIII•• .,Ill .lt! IIII._ tl,l•I, .•.Illl�,t,lllll.:•1...tt., IIII,tlll. ,• .l.t...BillI....IIII.!Iu1.n..•...1I,......tl►.i.••.itn.•il.illllll I,It,lli 111 11�111•.,IRiI I,II) I I ,11 1111 11 11111 III. 1111 II: .,1 111 11 11 II III 111111 s � :pp . RFVISiONS QROOF REVISIONS A A A A 3 A ttv. STAMP // J2219 �2y 15, °f w ion rROTO DATE: BLDG. SUBMITTAL 0 DATE. BID DATE: SKE N0. - 95171 -� EKA NO. 98-98 c SCALE: SHEET S--,3 4 t1 z (i i 3x4 FLAT or 2x4 V[,011. W (L7) Q:f BLOCKING AT EDGE JCXIll :� © O� Z OF PLYWD 5HTG. (ONLY o C/-) WHERE GALLED FOR ON PLANS) SEE DETAIL A BEI O it DRAWING TITLE NOTES' 1. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) JO'aTS AND RAFTERS. ?. STAGGER END JOINTS 4'-0" AS SHOWN, (2'-O" MIN.) 3 BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHOPDS, DRAG ''IES, AND AS CALLED FOR ON THE DRAWINGS. 4. SEE PLANS FOR NAILING. 5. NAILS SHALL HAVE MIN. 3/8" EDGIE DISTANCE. 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO COINCIDE w/ PLYWOOD PATTERN. E.N. ��--�- 3x4 FLAT or 2x4 VERT. ELOC KING `-RAFTER OR J015T DETAIL A NON-BRG, WALL DETAIL 1(,7.) PLYWOOD DETAIL BUNG. PANEL ---'2x 5TUD5 AT 1G" o/c AT 14 12x DONT. BLKG �- 2x PROGRE551VE BLOCKING w/ 4-1Gd per BLK. FOR CEILING J015T SPP.N5 S-4 1_ _ _ __ .__ - TO PLATE - OVER 14'-0" E _.----2x CEILING JO15T w/ 1/2" GDX PLYWOOD _ 3-lGd per STUD w. 8d E.N. at G" o/c, '---- 8d F.N. at 12" o/c. "' --2x FIRE BLOCKING TRU55 OR JACK TRU55 U.N.O. SEE----E.N. A5 OGGUR5 RUN FULL HT. I TYPICAL 2x BLOCKING w/ 1Gd AT --� RUN PLYWOOD THP.0 AT HOLDDOWN Co" o/c. STACIG. TO TRU55 CEILING JOIS)TS @ 16" 0/(� 2x 5TUD5 A- 16" o/c- ,_ - 2x STUDS AT 1G" o/c / ,--2x LEDGER w/ 3-1Gd J STUD 1Gd AT 12" o/c 5TAGC1. TYPIGALJ k_ 2x CEILING .101ST HANGER USE 1CId AT ro o/c AT A FROM LEDGER w/ 51MP50N - GIP.DER TRU55 F N. - U" J015T HANGER FOR SPAN`.( ) - MAN5ARD JACK TRUE -5 w/ HEADER J015T HANGER TO GIPDER SEE PLAN TRU55 26!t MNSRD JACK. TO GIRDER TRUSS 16 I i FIC AI_ OVER 14'-D" `--2x FIRE BLOCKING CEILING JOISTS @ 16" 0/C_ FLAT JACK 1 RUSS w/ PAIR PET 1(1q1CLC,. JSTS. TO BALLOON FRAME WALLI"8) STUD WALL CONNECTIONS ,.�; - e'.'MINT .'7,N'F'A��.'Y•;wl-'vL'3�v311 .',�t'&137vi;A1M1't3lrk:v ul Y',n,�l^i't�'�k31vi'.ti"4k',dGa?'ids,i'rq?d..wi?AF'+]iir:A?1Y.G$Iiafi9aWi"1'IIA%A-°rAe�7Pi4t-�,'i'Sy�Ndti',&A^ r. - til a If this notice .� ► ►e'u's clearer tll.ln th ...., .._..,- .._ .,. - ,. _,...._ ,. 1 I I • ,. JUN 0 2 2000 i document, the document Is of nlar Ini►1 I ►I;IliII. I I II III VIII Illi li i,iili 11 ll1 IIlllil'll!i!IIII I ijlllii Illjlll � fill I Illj Ii I Ilt,l� ll ili:l,;;ll I i I { (I mI' II!I�I)IilIIlli 11Iili 1 l NCN MADE IN CHINA 4 l; I 1. T! -- _ ....� II I 1111 I II III I I I 11111 lilt lill iiiiiil 1111 illl'Ilii' ii!il 1'liil iiliil inti' Ili' ilii i 1. I'Iliilll' III n II t 1111 Illi t1 '1 '1'i:'I' " I t!il n1 11 IIt/11 1 11,1 1 t U 1111 ,11111 1111111 1111111 ! 1 1 u 1+�1 IIII�IIIIIII„11111,.lllltll�lll,,1IIII1111,IIIIII•• .,Ill .lt! IIII._ tl,l•I, .•.Illl�,t,lllll.:•1...tt., IIII,tlll. ,• .l.t...BillI....IIII.!Iu1.n..•...1I,......tl►.i.••.itn.•il.illllll I,It,lli 111 11�111•.,IRiI I,II) I I ,11 1111 11 11111 III. 1111 II: .,1 111 11 11 II III 111111 s � :pp . RFVISiONS QROOF REVISIONS A A A A 3 A ttv. STAMP // J2219 �2y 15, °f w ion rROTO DATE: BLDG. SUBMITTAL 0 DATE. BID DATE: SKE N0. - 95171 -� EKA NO. 98-98 c SCALE: SHEET S--,3 4 -EN. FOR FR41"111V63 ABOVE SEE DET. 19i5-4. �r r<r BEVEL RIP 4x4 >r�, _,s. - ' 2x BLOCKING _____ ----__ _.___�_. _._- - -- 1/2' GDX PLYWD W/ (2 1 TO MATCH ROOF !Od 4" o/c SLOPE t SIN. 3 BAYS Iz _ --._S GEWALK WI,4ERE OCCURS Q 8d EN. AT o" o/c, t 8d RN. AT 12'' o/c --16dAT8'D�G c _ - - 2 ROWS BN. � ? 5IMP, UN.O.ON ST6236 STf ,P -- - _ U �_--- - 2r STUDS AT I6' o!c. Z ---�` WHERE OCCURS -5UB-BA5E-SEE PLANS DBL..x E?LK'Cz--- — W - BLK'G w/ 16a Ar 6" o/c--•---,— STAGGERED 7 7-T_..�--'—.x -T -- - -- - ` n - - .. ° STAGGERED TO TRU55 -!✓%BL 2x6 5LKG w! 3-I6d z:D -----"- _ _ • • • _ CDX PLYWD w; 8d EN-- ! AT 4'' o/c, ALT. BLOCKING PER BLOCK -E.N I ---- _ _ �W ------------ , PANEL Bl TRUSS MFR. TRUSSES = n 3� •4 BAR TOP t 130TTOM _ �- ------ 2x BLK'G w/ Ibd AT 4" c/G ,-" — ( ---_-- 1 MP;iON LUS26 1 �' SEE PLAN IUI `---4x BEAM W/ 51MFSON NUG HANGER TO POST TYPICAL. , �� ,� III Q 2x P.T. P ATE i1N-►ERE OCCURS - I 12A.B. * 48'' ---- "'-------- ''-- EN., T) P. — -'-- -� ` ,xl® DRAG IE. --- 2-2 T -- - - - - - a.4 POWT. TYP,HIGH av M4 � 12" O.G. c w! 5/8" x o/c, ? 2' v UJr G FIRST BOLT 14'' MAX FROM GLR ' PLATE ENDS. (2 -PER PLATE 0 t Q SEE PLANS a - MIN.) POSITION UJ/ 51MP50N' _----SHEAR�LAL� OR 6EaM AS 2n 15LOCKING - --- TRUSS BEYOND IN HANGERS I(Dd 0 J � --`- ~ OCCURS-SEE PLANS Pl 1•' � a (I ? 51MpSON 0516 x • `' �(2) Dg- TRUSS I BLW TOWERS 10'-0" W/ 100 NAILS � 6" O.G. P0 WD PANEL_---"'_� I 04 TOP t BOTTOM - « - 4 DOWELS AT 32'0/C PARALLEL TO TRUSS PERPENDICULAR TO TRU -- --_.__ -- -- - --- - - _ FOR SHEA 13 I TRANSFER S-3 ,' 24' -2 — 17 DRAG STRUT 13 ) 9 DETAIL 5 R1�31U INSULATION EXTERIOR FOOTING 1 SHEAR TRANSFER 21 - ROCf 5HT'G EN. i V2' GDX PLYWD UU/ 8d - FE.N. AT io'O/G t 8d FN. AT i.'rG.'C EN. TYPICAL -� ___�-- - 5/8"0 A.G. I8" f•'IN ----- - (ll •4 CONT. CURB --�- � STt:E>5 � STL. COL. 1 _ ! I I r\ ( I 3/1(0 I HOLDOWN- SEE PLAN / ` 2.c 51~APED CONT.- U • `_- -'- CONC. CURB S G'RI VE Tt-4RJ I i IE 1/2" x 3 1/2" x 11" • _ E!r - - / ,--P.T.:'r.•i PLATE BLK'G. r•. E.N. IY - SEE 10/A.2 W/ (2) 5/8"0 A.5.'S I - - • � -55TI5 ANCHOR BOLT / U (2) CSI(- NAIL JJ/ B.N. r Tl"P) --.� I TRU55 _ _ - �-- \ - - W J____ -- P fir. ItF x ro'� 0 24'' O.(- - s _ 3Va /1� TY - - - • _ x 3d NAIL5 * 3' O.C. \ ------- --- - • I� __-------- . -------- v 2x4 NAILER, ; PaLKG 5'' LL (4) SIDES TY P c I 1 1� �\ �.\ \.> BLK'G PANEL W/ ---'------ X6'0-- odNAILS AT 6'O/C TO "LX _- GIRDER TR1 5 SEE P:.AN ° p � - \ \ BLK'G .3/8' PLYWD W/ 8d - � E.N. AT 6"O./C.%, -11111— ,� =1111 i _ --- - _ � \ II — v p (2' 04 ��, I I ( I! I I (2, I(od NAILS \ I I I OP t BOTTOM I c c ALTER: Bl_K'G PAN[: L. b 5_EE GST, y TRUS3 MANUF. -1�� II _11111 ap IIII II 51MPSON 435 FLAT- SEE 5-5 CONT. BLK'GCL.R /Z G`'R FOR INFO NOT NOTE 5kEAR W. -L... 5 FULL NT < 4 - �� _ -�' - - -- - - r 4-1(od PER BLK. TO ° PLATE \` c4 � --�4 ti'ERT9. 70 18" O.G. � GUR�3 • S�` 1 HEADER 5ELOW FRAME PER 6 - u \- I!2" PLWG. z4NEL W/ - (2) •4 TOP t BOTT01" - FOR INFO NOT NOTED �. g_g-� -6 _O 8d NAILS im 4" O.C. (TYPICAL) 2< STUDS AT 16'O!G OR BEAM--- � SEE INTERIOR SHEAR WALL FOOTING I18 6'4) — _. �� _ ,114ERE OCCURS. -�' ` TRUSS BLKG. PANEL DETAIL_ CO)EXTERIOR - �_ 1 ( � FOOTING �� 2 22 _--- --_ \\ / EA `:aVE UNDER --- -- - -_--- 4x4 PO T w/ ?.x TUD EACH 51DE, WHERE OCCURS I I, rr 440 �-- 2,( R.R. AT -- HOLDODUN F05T SEE PLAN -- Y 2'-0 ..I.... `. Inc° G!C \ 51MPSON H.5 AT EACH RAFTER NOLDOUJN- SEE PLAN FULL HT, 5LOCKING \:•; \ ��, • I \ \I' -----2r BLOCKING r (•21P TO FIT AS REG2'G. -I•' MIN. ' 4" MIN. c3 rt�a � E.N. -COUNTERSINK A5 I. REQUIRED v V° � -� • x x \ I I E--` 2r RAFTER R JAMP STUD �� \ 9' ------------ -��^� SiMPSON 435 EACH r ,\ I -------------- N AT 19A - -- -- - 1/2' GDX P_' WD 17 i ° .. \11N -- -- _-r =-_ _ _ q F O r NOTED- SEE(T �� a 5VE OF P05T ` -P.T. PLATE I ! 1 I Sd AT 6 -'CIC EN. 1 c V11�11=11 I i �\ 2x(o TEN51ON TIE ad AT12'O/C F.N. a a ° ` \ 111= __� • ° AT 32' O!G w/ and e ;' -0 Air -T1"PICAL AB's -SEE PL-4-1rod \I I !-- ---- ' r- - -,. SIMPSON 'A35"L EA. ENC) TO R.R. - - - -- - 2x 5TUD5 16"OiC FCJNCA4 CN (2) 4 r 2 -fl a '. NOTE: ✓ENEEF2 NOT SHOWN jo v FOR CL,4RIT`' 4_ ..�. / : ' E PEkPINDICULAR TO WALL R4RALLEL TO WALL µ 1 r v �_ STEPPED FOOTING 1 1 EXTERIOR FOOTING 7 POST TO SILL PLATE T .3 23 � 19 15 THIS DETAIL 15 FOR DRO'6 INFO ONLY . ACTUAL ROOF SLOPE MAY I _-- POST - SEE FLAN,5 " 51MP50d 5T22 STRAPS - _ - EN. ROOF SHT'G -\ DIFFER -SEE DETAIL REFERENCED ON FLAN5 FOR MORE INFO. ------ - -511hPSc�N HOLDOIIN �' \ Ii .aT CORNERS, TVP. SEN. / `` 2r BL.K'G wJ ---- - Sd � 6" o/c, STAGG. �- 56TB ANCHOR BOLT J _ -� _ 2x CONT. BLOCKING 1/2'' CDX PLYWOOD w/ --STRAP- SEE PLAN - -16d per BLK. to BEAM. / NOTE EN ALL PL�'WOOD TO I P05T • _ \ ` I I Sd E.N. AT 6" o/c ad FN AT 12'' c/c FOR EXTENT !?F STRAP r.4 1@ 8'-0"t OC. I----- - 1 ! SIMPSON A3. --- .__ _- -_2x CONT. BLOCKING 48" C.C. - v . _ tfft =_ - ------ -- ---� ( T7'P ) - �J \. ,-1/2" CDX PLY 1000D u,' 8d EN. AT 6" c/ c 8d F.N. AT 12'' oic \ -11111=1 FOR INFO NOT =1jIII NOTED SEE 1 (5 4 _. _ I -LEADER .u/ SIMPSON NUC HANGER TO P0.51 (ALTERNATE: 2x TR�1-iMERS -__ _-._. _. __� -- 2x10 CONT FOR EXTENT OF 5TR4P II - - - - ---- L-- ---J ! 'lx CONT. BLOCKING ROOF RAFTER, T` -F'. LAP 4 bd �L m RIDGE `` PF- `- v w/ 51MPSON 435 HEADER. i7 \ TO P05r! \ _ __._._ ___-. c t:, - EN. N. TVP. 5IMF60N 635 EA. - 51DE HANGER �-EN. TYP. `-BULL HEIGHT POST -,IMP. C516 STRAP PER 24/5-3 I Q DETAIL (� HE–AIDER AT CORNER 24 2Q� DRAG STRUT DETAIL - Lry, ._._,)HOLDDOWN HUI' 99 001011 CARL'S .I IL 12144 SW SCHOL.LS FERRY RI) Pg 24 of 52 I If (his notice ;Ippears clearer Than the JUN 0 1 2000 .111,11 dbcumew, the document Is of marginal w1alilN'• 11111crot,11111ed s • r' ,i a �� 1t 111 rRIr I 1II II� 1lli1illl11 I IBiili l t tll l Ili Iirih,1i.'nl �1 II.rt'ii l IrlIf. t Ir' 1 l.",.Ir.r {II to�. i1". iilill iI liiI,'I'' Iii' il r I �1.1.1� _i_I ��i.. i ..! 1. - I!. ...1. I!J1IIi!_ 1 :111 ;t !{ INCH ICHIAPR t Dlu ( lf3i! I Y-' 1 Irl In11 urns 1 nl ,r i. Ulna U 11111 +ul a IIT Iilrr rrrlrr nl I lrllr n (IIIIIIIIIIII,II I!I( !„IIII!I,.r,,,IIIIII,!l�IIlil,, ..lJI.„. !I!L,.i!.,,...,ltll,...lilll...sl,i.,il,•..lIIIc,..jl11l.,,,...Ii....11ul...111...Iltlt!uiilu.!...lIII.....itu,.:...if,l,,,I„I1,rulftijl.rrrllr,,,r,rillJjrrr..,IIliir1111 Illrrl!.rslrrll,Il„1rrr1►111rrirlll!fI111rrrrll,. WDY--99042 1.1J --,0Z Iz cc Q c.0 CJ > W U (I\ 0) W .- I— d_ U Ll1--Q ILLJ z = < Q z:D !2r- 0 U) C`:' RGJECT L1_.I I-- O �W J N � H J = n w? N i n a w U �LL = 0 Q' vl"J w< �S" r 0 t Q ' a r 0 J � Pl 1•' � a CLIENT V) 1.1J Iz 0o I Q c.0 CJ > 00 d' LTJ (I\ 0) CD(Z)U .- I— Zuz W U Ll1--Q ILLJ z = < Q z:D !2r- 0 U) C`:' RGJECT L1_.I I-- O - J z w w? N ? �- OU w U LnLd __j Cr = 0 Q' vl"J w< �S" r 0 ED L> J d ' a z 0�=5 DRAWING TITLE REVISIONS ROOF REVISIONS 04/09/99 STAMP PROTO DATE: BLDG. SUBMITTAL AAPR 9 1,994 DATE: 2 -- BID DATE: CKE NO. 95171 EKA NO 98-98 C SCALE. SHEET ISUN`IyllllltiVlnlcl �.rl. 12144 SW SCROLLS FERRY RD Pg 25 of 52 2x� LOC 2x6 CONT (2) 1 1/4 x 14 L_SL - TOP PLATES- RIPPED A5 REQ'[). ENO SPLICE. W/ 51MP50N ST22 5TRAF AT CORNER EA. END I/2" CDX PLWi SHEATH, TYP. NAIL W/ 8d A�v O� CONSTRUI',TION OBSERVATION, INSPECTION AND TESTING GENERAL 1. Independent testing lob to be retained by owner to provide inspections and special inspections as described herein. 2. Contractor is responsible to ccordinate and provide on site access to all required Inspections and notify testing lob in time to make such inspections. 2 �� 3. Do not cover work required to be inspected prior to Inspection being made. If work Is covered, uncover as necessary. SPECIAL INSPECTIONS 'I. Required special inspections shall be performed by an independent special Inspector per Section 306 (a) of the Uniform Building Code (UBC) for the following: a. Concrete: 1. During the taking of concrete test specimens and placing of structural reinforcing and structural concrete. Exterior and Interior slabs on grade are not structural elements. Ii. Verify reinforcing size, placement, and grade. b. Bolls and Anchors In Concrete: i. Holdown anchor bolts: Inspect size, length, hook and tie to reinforcing. ii. Adhesive anchors: Inspect hole size, depth, cleanliness, and installation per manufacturers' recommendations. C. Welding: 1. Visual inspection of all structural welding, except welding done In an approved fabricator a shop. STRUCTURAL OBSERVATIONS 'I. Structvra! observations by the engineer of record cr his representative shall be required at the followinq times during construction: a. As soon as the footings are ready for pouring. b As soon as the shear walls and roof sheathing are in place, prior to covering with any architectural finishes. 2. The contractor shall notify the engineer of record four (4) calendar days In advance of completion point requiring site observation. 24� INSPECTION AND TESTING L % Uod NAIL5 51MPSON H-3 AT EA. BLOCK !!a E.N. - SPLICE FL.ATEQ_i PER//5 i POCKET TRU55 FOR BEAM 18)1 SECTION -- 11 SIMPSON A35F AT EA. STUD — 2)e5 BLOCK TO ALIGN W/ 5TUD5 Ido" O.G. ( 2) Uod NAIL / AT EA, TRU55 1x8 F45CIA SEE 1/2" CDX F'LWD. -- 5HEATH. TYP. NAIL W/ 5d (0 o.c. 5TUC'5 e 16" GIMCC/ul GT71 GTC]A� RIDGE BEAM TO POST 1 SEE 2 S-5 F(_,R SHEAR WALL INFO 5E'r -T4)1 2x6 3TUD3 ID IFS” olG In�i DE31-. MFG. 13L.<G. -j PANEL 4 2 x & BLOCKING BETWFEN TRU55ES 51M. �3/ AT WALL GOND 2.0 TRANSVERSE SECTION AT 'FALSE—TOWER' �1(0 AT DRAG cOND. _ �5EE PLANS A" 7 ='f& BLOCKING CONT r 2,) 1 1/4 x 14 L51_ TOP PLATES- RIPPED 45 REQ'D. (NO SPL ICES ) W/ 51MP50N 6T22 5TRAP5 AT CORNER EA. END 10)1 EXTERIOR WALL_ DETAIL 1/2'' CDX PLWD. SHEATH. TYP. NAIL W/ ad r 2) 511�1P5GN A3�' AT EACH E5LOCK BLOCK TO AL IGN W/ STUDS 6IMP50N 4_T2 AT (4 ) CORNER$ OF 'FALSE TOWER' 2x PLATE wi 2x E3LK'Cs wi 435 0 43" o is 4x. FLUSH BEAM f SEE PLANS RIDGE FOR C( Cc �0 1/?" CDX PLWL 5HEATH. TYP. NA I L W/ ed pro"O.C. (2) Irod NAILS 0 5" O.C. SIMPSON H3 AT EA. BLOCK (2) 16d NAIL AT EA. TRU55 51MP50N A35 6IMP50N LU52(o 51r-1P50N A35 FLAT a 147" O.C. FULL LENGTH OF WALL DESIGNED WOOD TRUS5E:5 SEE PLAN5 X12_ LONCITUDINAL SECTION AT FALSE TOWER s"" '�;i If This notice appears clearer Ih•ut the 'UN (� Z zQ�Q '�,► � . _ pa .. i umcnl, the dt�c•untcnt is of marginal gtlalil�• Illl�'1'Oi111111(I i �' Ill Illlill'!II!ij! ijlll i IIIIIIIIiI(f1 �{�1t�T��j{ !'!;ljili i{!l ililii!lil+l��! lilil! f I I i iii'! I I IIi'i I iii Pili I III! Iii1i ! iil'I ( I I I I i i !�i'I 11!Illi! , f 1 I 11 i ;II I ,�; il,I!i ililil{ i! jIi it (I I i{li!I i!I - a IIII III I I ! Ili 1 I illi 1 til 1111 'I ni I lttl illi litt li!i It liil i !!liil ili,ii' ' I!" .i ' '' i flit 11ltnl tilnl 1 t 'I:'1 1' "I nnnl n Ilttlt t tell , II lit Inn ntln Ito I; ,� (n I,,. Iliilllllllllttt,lll, �I,II.I(,II, ,Illliil,lli.11.{I. .I,IIi,,,! li}}._ ,! ll,i...11l,}, „Iliii, .)...II.,.,ll•.I. •,Il,i. .Ill.. ..II11 !III.,ihll!IIIIII!,!.,..I..,..Itl1.., ,.{Il1.!!L1!i„uf III I I .. ! !I I I ,!!• !! I{ II! , �ljli �, tl ,,: ,tt It !t.. .I I „ tl .II , .,, 11111 Il,t,t In :{�tllittlllttlli I BIDE WALL`? OF 'FAL5E-TOWER: " 21 zS' WDY-99042 BLDG. APR SUBMITTAL z DATE: � o tr W IlJ W - CKE NC J _ h 98-96 C SCALE: SHEET O> 3a 0 S-5 <s W � � J < � n 4 O h � = h � r 0 ✓ p LL U,, W d � � H N + � Q CLIENT ~ W _J Nt 00 > 00 �- W N O� J 0 Q02 `— >_ W X Z = d CL L� Z fY O O PROJECT W OLLJ Z Iw Z � z 110Ln U 0 iJ� W LAJ as >-OOs o w Y Uj _. z cr' C (D ~p LLJ ►� of z ate. 0 Ln DRAWING TITLE REVISIONS QROOF REVISIONS 04/09/99 A A A STAMP 31 NJ 12219 PROTO DATE: BLDG. APR SUBMITTAL 9 1,999 DATE: PID DATE CKE NC 95171 _ EKA NO. 98-96 C SCALE: SHEET S-5 I INDEX TO DRAWINGS GENERAL NOTES - -. I DIMENSIONS TAKE PRECEDENCE OVER SCALE. IF DIMENSIONAL ERRORS OCCUR, CONTRACTOR SHALL NOTIFY THE OWNER/ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF WORK. Z THE GENERAL CONTRACTOR SHALL EXAMINE THE CONDITION OF THE PROJEi I AREA PRIOR TO COMMENCEMENT OF WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES iNCLUDING THOSE ITEMS FURNISHED BY OWNER. 3. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS, LICENSES AND PAY REQUIRED FEES. a EACH TOILET ROOM SHALL BE PROVIDED WITH A FORCED DRAFT VENTILATION SYSTEM EFFECTING AN AIR CHANGE EACH FIVE. RANUTES DIMENSIONS SHOWN ON PLANS ARE TO FACE OF STUDS, WOOD COLUMN OR GRID LINES UNLESS OTHERWISE NOTED OR DETAILED. 6 ANY OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS ON THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/OWNER BEFORE PROCEEDING WITH ANY WORK, 7 CEILING HEIG''TS NOTEC ON FINISH SCHEDULE ARE FROM FINISH CONCRETE FLOOR TO FINISH CEILING. e FOR SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL [)[i,_ I WORK, SEE MECHANICAL DRAWINGS. 9 PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. (SEE SPECIFICATIONS) SEE FC -1. 10 UNLESS NOTED OTHERWISE, ALL SIGN OUTLETS INDICATED ON ELECTRICAL DRAWINGS SHALL BE LCCATED IN ATTIC SPACE. 1 WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., SAME SHALL BE SPRAY PAINTED TO MATCH THE ADJACENT SURFACE. 12 SUB --CONTRACTORS SHALL, IN THE WORK OF THEIR TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING, AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL. CONDITION TO THE SATISFACTION OF THF OWNER 13 PROVIDE SOLID BLOCKING BEHIND ALL SIGNS, TOILET ROOM FIXTURES, •.iTCHEN EQUI!`MENT FIXTURES, LIGHTING FIXTURES, AND WHERE SHOWN ON PLANS. 14 ALL MATERIALS AND EQUIPMENT SPECIFIED ARE THE REQUIREMENTS OF THE OWNER AND ARE TO BE USED AS SPECIFIED. NO SUBSTITU- TIONS WILL BE PERMITIED. 15 T'HFRF SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, EYC.. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED :.AME A� ADJACENT MATERIALS. 16 SLOPE ALL FINISHED GRADES AWAY FROM THE BUILDING. 1 ? TYPICAL DETAILS SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. 18. GLASS AND GLAZING SHALL CONFORM TO CHAPTER 24 U.B.C. 19. GENERAL CONTRACTOR TO INSTALL ROOM CAPACITY SIGN SUPPLIED BY THE OWNER AND SHALL BE TO THE SATISFACTION OF THE BUILDING AND FIRE DEPARTMENT 0 FINISHES AND MATERIALS OMITTED OR UNCLEAR SHAL 1. BE VERIFIED WITH OWNER PRIOR TO SUBMISSION OF BIDS 21. ALL MATERIALS E ALS SHALL BE NEW AND QUALITY ACCEPTABLE .0 THE ARCHITECT/OWNER. ALL MATERIALS SHALL MEET A.S.T.M. STANDARDS AND ALL APPLICABLE G+'DINANCE'S. CONDEMNED MATERIALS SHALL BE PROMPTLY REMOVED AND ANY DAMAGE CAUSED BY SUCH REMOVAL MADE G100 AT L:7 COST TO THE OWNER, 22, DkAPERIES, HANGINGS, C'JRrAINS ARO ALL DECORATIVE MATERIAL SHALL MEET CLASS III FIREPROOF SPECIFICATIONS. 23, ALL PUBLIC EXITS ARL TO BE OFENAVLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 24, GENERAL CONTRACTOR SHALL CQCFIDINAIE WITH THE SUB-CONTRACIORS TO INDENTIFY ANY CONFLICTS AMONG THE WORKS OF 'VARIOUS TRADES AND NOTIFY ARCHITECT/ENGINEER. ANY IDENTIFIED CONFLICTS AND THEIR RESOLUTIONS SHAALLL BE REVIEWED AND APPROVED BY THE ARCHITECT/OWNER. 25 ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH CURRENT O.S.H.A. REQUIREMENTS. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 26. ALL HAND ACTIVATED C ED DOOR OPENING HARDWARE SHALL BE CENTERED AT APPROX. 36" A F.F. LATCHING AND LOCKING DOORS THAT ARE IN THE PATH OF TRAVEL. SHALL BE OPERATED WITH SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC (:,ARS, OR PUSH-PULL (SEE SPECS), DESIGNED TO PROVIDE PASSAGE WITHOUT THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED DOORS WILL EXIT IN 1HE DIRECTION 01 TRAVEL. 7 MAXIMUM EFFORT TO 0P'CRATE DOORS SHALL NOT EXCEED ?.51_BS FOR EXTERIOR DOORS AND 5LBS FOR INTC'RIOR DOORS. SUCH PUSH AND PULL EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS. 28. THE HIGHEST OPERABLE PART OF THE PUBLIC TELEPHONE, IF OCCURS, SHALL BE 48" A.F.F MAXIMUM. TELEPHONE SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP AND SHALL BE EOUiPPED WITH A VOLUME CGNTROL CAPABLE OF PRODUCING A MINIMUM OF 12 dba AND A MAX. OF 18 dbo ABOVE NORMAL. 1 �;NCiTF SYM BO _S ISUt, y4IIIHOU UAKL h JR 12144 SW SCROLLS FFRRY RD Pg 26 of 52 JU ABBREVIATIONS & MASONRY BLOCK 4 3 BUILDING SECTION SHEET NO. t- Angle JT. CONCRETE '� - DETAIL N0. SHEET N0. ----�-- PROPERTY LINE �12 DOOR NUMBER KEC LIMITS OF CONSTRUCTION U WINDOW NUMBER KIT, STUD WALL - 2"x4" ® 16" O.C. - U.N.O. �l ,ROOM NUMBER ; LAB. ® STRUCTURAL OR FRAMED WOOD MEMBER ,112 '-a ? ROOM NO., SHT, & WALL Lominate FINISH WOOD MEMBER MEMBER t 5) _ELEV. ._ COLOR/ FINSIH N0. 9<-)c- CHAIN LINK FENCE Acoustical KITCHEN EQUIPMENT (SEE K -DRAWINGS) Locker A D. Area Drain LT Light ADJ. Adjustable 55. All joints and searns of exhaust floods sholl be constructed C-3 AGGR. Aggregate MAX. T1-:rM AL. Aluminum M.C. ISUt, y4IIIHOU UAKL h JR 12144 SW SCROLLS FFRRY RD Pg 26 of 52 JU ABBREVIATIONS & Arid JAN. Janitor t- Angle JT. Joint o At V) � O N 49. Provide approved cup disp. at the soft drink machine Centerline KEC Kitchen Equipment Contractor n Diameter or Round KIT, Kitchen N Pound or Number LAB. Laboratory (E) Existing LAM. Lominate 52. Hoods and mechanical vent must complyy w /all req. as set C-1 LAV. Lavatory ACOtJS Acoustical LKR. Locker A D. Area Drain LT Light ADJ. Adjustable 55. All joints and searns of exhaust floods sholl be constructed C-3 AGGR. Aggregate MAX. Maximum AL. Aluminum M.C. Medicine Cabinet APPROX. Approximate MECH. Mechanical ARCH Architectural MEMB Membrane ASPH. Asphalt MET. Metal NSF Intn'l. standards and be completely flashed to the bldg.'s R-2 MFR. Manufacturer BD Board MH. Manhole BITUM Bituminous MIN, Minimum BLDG Building MIR. Mirror BLK Block misc. Miscellaneous BLKG Blocking M.O. Masonry Opening BM Beam MTD, Mounted BOT Bottom MUL Mullion CAB. Cabinet N North C.B. Catch Basin N.I.0 Not In Contract CEM. Cement NO. or # Number CER. Ceramic NOM. Nominal C.I. Cost iron N.T.S. Not To Scale C.G. Corner Gourd CLG. Ceiling O.A. Overall CLKG, Calking OBS Obscure CLO. Closet O.C. On Center CLR. Clear O.D Outside Diameter (dim.) C.O. Cased Opening OFF. Office COL. Column OPNC. Opening CONC. Concrete OPP. Opposite CONN. Connection CONSTR. Construction P.C. Plumbing Contractor CONT. Continuous PRCST. Pre -cast CORR. Corridor PL Plate CTSK, Countersunk P.LAM. Plastic Laminate CNTR. Counter PLAS. Plaster CTR Center PLYWD. Plywood PR. Pair DBL. Double PT. Point DEPT. Department P.T.D. Paper Towel Dispenser D. F. Drinking Fountain P.O.S. Point Of Sale DET. Detail PTN. Partition DIA. Diameter P.T.R. Paper Towel Receptacle DIM. (Dimension DISP. Dispenser O.T. Quarry Tile DN. Down D.O. Door Opening R. Riser DWR. Drawer RAD Radius DS, Downspout R.D. Roof Drain D.S.P. Dry Standpipe REF. Ri-ference DWG. Drawing REFR. Refrigerator RGTR. Register E. East REINF. Reinforced EA. Each REQ. Required E.C. Electrical Contractor RESIL. Resilient C.J Expansion Joint RM. Room EL. Elevation R.O. Rough Openinq ELEC Electrical RWD. Redwood EMER. Emergency R.W.L. Rain Water Leader SNCL, Enclosure F .P Electrical PaneiLc^rd S. South EQ. Equal S.C. Seating Contractor EQPT. Equipment S.C.D. Seat Cover Dispenser EXST. Existing SCHED. Schedule EXPO. Exposed S.D. Soap Dispenser EXP. Expansion SECT. Section EXT Exterior SH. Shelf SHR. Shower F.A. Fire Alarm SHT. Sheet F.B. Flot Bed SIM Similar F.D. Floor Droin S.N.D. Sanitary Napkin Dispenser FDN. Foundation S.N.R. Sanitary Napkin Receptacle F. E. Fire Extinguisher SPEC. Specification F.E.C. Fire Extinguisher Cob. S0. Square F.H.C. Fire Hose Cabinet S.ST. Stainless Steel FIN. Finish S.SK. Service Sink FL. Floor STA. Station FLASH Flashing STD. F!andard FLOUR. Flourescent STL. Stee: F.O.C. Face of Con, -rete STOP. Storage F.O.F. Face of Finish STRL. Structural F.O.S. Face of Studs SUSP. Suspended F.P.C. Fire Protection Con'.ractor SYM. Symmetrical F.S. Full Size FT. Foot or Feet TRD. Tread ATG, Footing T.B. Towel Bar FURR. Furring T.C. Top of Curb FUT. Future TEL. Telephone TER. Terrazzo GA Gauge T&G Tongue and Groove GALV. Galvanized THK. Thick G.B. Grab Bar T.P. fop of Pavement GL. Glass T.P.D. Toilet Paper Dispenser G.C. General Contractor T.V. Television GND. Ground T.W. Top of Wall GR. Grade TYP. Typical GYP. Gypsum UNF. Unfinished H. B, Hose Bibb U.O.N. Unless Otherwise Noted H.0 Hollow fore UR. Urinal HDWD. Hardwood HDWE. Hardware VERT. Vertical H M. Hollow Metal VEST. Vestibule HOR17. Horizontal HR. Hour W. West HOT Height W/ With W.0 Water Closet 10 Inside Di -meter (Dim.) WD. Wood !NSUL Insulation W/0 Without INT Interior WP. Waterproof WSCT. Wainscot WT. Weight r I -Ann S.W. SCROLLS FERRY ROAD TIGARD, OREGON PROTOTYPE 14 ENVIRONMENTAL HEALTH SERVICES PLAN NOTES 1. The type of food facility is 100% single service. 2. No alcoholic beverages shall be consumed on the premises. 3. The numbgr of emplpyees per shift (including owners and mangers) is six 6 4. The food facility 1 served by The City's municipal water. 5. the food facility is serviced by The City's municipal sewer district. 6. All plumbing, electrical, and gas lines shall be concealed within the building structure to a great extent as possible. 7. All sinks and lavatories in the food facility will be supplied with hot (minimum 140F) and cold running water under pressure. 8. All lavatories or hand sinks will have a combination faucet or premixing faucet capable of supplying warm water for a minimum of 10 seconds. 9. The janitorial sink faucet shall be provided with an approved backflow prevention device. 10. Shelving over wet areas (sinks, mop sinks, etc.) will be metal. 11. All exterior doors shall be self closing. 12. The air screen over the door will have a minimum velocity of 1600 feet per minute measured 3 feet above the ground. 13. All operable windows, vent openings or other similar oppenings must be provided with tight sitting screens or minimum 113 mesh to the inch. 14. Food service pass through windows shall not exceed 432 square inches. 15. Food service pass through windows exceeding 216 square inches must be provided with an oil- screen of minimum 600 fpm velocity. 16. A minimgm of 20 foot candles (215 lux) of light measured 30 off floor shall be provided in all food preparation, manufacturing, packaging and processing areas and where utensils are cleaned. 17, A min. of 10 foot candles (108 lux) of light measured 30' off floor shall be provided in all food and utensil storage rooms, refrigerated storage, toilet and dressing roms alcoholic beverage preparation anJ utensil cleaning areas 124 bar area). 18. All areas of food facility is to be provided with minimum 20 foot candles of light measured 30" off floor during general cleanup activities. 19. Shattershields for all lights above food preparation, work, and storage areas shall be provided. 20. The ruin. size sink colrlportrnent shall be 18"08"0011 12" deep, with a minimum 18 drainbqord at each end, If against a wall it must have an 8 integral backspplash and it must be copo6le of accommodating the largest uten.to be washed 21. Each handwashing sink must have a wall mounted single service towel and soap dispenser. 22. Toll:A room, anteroom and dressing room doors must be self-closing, tight -fitting. 23. Provide a minimum of 12 air changes per hour ventilation to all toilet arid dressing rooms. 24. Locate floor sinks so that they are easily accessible for gleaning and servicing. 25. Floor sinks located under equipment must be 50% exposed if no access is provided for cleaning, 2.6. Soft drink, ice or other dispensers must be push button type, or lever type where the lever contacts the container at least one inch below the rim. T1 -HLTH 27. Sneeze gua-ds shall comply with EHP-885 requirements 28. All hoods shall be U.L. listed. Each hood shall be constructed and installed to all U.L. specifications. 29. Type I hood duct must have welded seams. 30. An interlocking switch shall be provided between hood exhaust and make up air systems. 31. The tile floor shall have a smooth surface under all equipme,it, and that the walk ways will have a light texture only. 32. No floor mats shall be used. 33. All construction must conform with these approved plans. Alterations or changes to these plans must have prior approval by the Plan Check Section of Environmental Health. 34. All construction work must conform to local building cosies and have necessary approvals from the local building and fire authority. 35. When finish work is appoximately 75% to 80% completed, with plumbing, ventilation and equipment installed, you must coil the 5pecialisf asigned to review your plans for a preliminary insp. Request; should be made at least two working days in advance. 36. Uf Upon _ r ompletion 0 100 of the construction, including all finishing work, you must call the Specialist assigned to review your plans to arrange for a final inspection. You will not be issued a Health Permit until you pass a final inspection. In no c f' case should a (nal inspection be requested less than two working days prior to the proposed opening of the establishment. 37. Provide minimum 30 inch wide aisle in traffic areas. 38. Submit samples of quarry floor tile with cove base and ceiling panel for evaluation and approval prior to installation. .39. Floor surface,$ in all areas in which food i prepared, packaged, or stored, where any utensil is wasried, where refuse or garbage is stored, where janitorial facilities ore located, in all toilet and handwashing areas and in employee change and storage areas s II be of on approved type that continuesupp the wall four (4� inches, in a seamless manner, forming a 3/8 inch min. radius cove as an integral unit.Some slim foot ceramic, quarry and metal topset cove bases are �enerally acceptable. Samples of the proposed cove base must e submitted arid approved prior to installation, 4C. Wall surfaces in the food preparation and related areas mu,zt be drywall, coated with a Ii ht color semi -gloss enamel; or toe' equivalent. Greenboard w� semi -gloss enamel is strong- ly iecommended behind sinks. (note: 11' ht colored is defined os having a light reflectance value of 70% or greater) 41. Tho wall surfaces behind Sinks equirped w/ hand sero ,nits shalt be covered w/fiberglass reinrorced polyester (FRP) stainless steel or the equivalent. The ap roved wall cover must extend uo the wall at least four (4� feet from the back spiash and cover the walls behind the sink and accompanying droinboards. 42. The ceiling surfaces in all food related areas must be smooth, nonabsorbent, durable, washable and light in color. 43. NSF International standards are used as a guide in the evaluation of food service related equipment and its installation. 44. All view and used food service equipment is subject to final approval by this agency, as determined at the time of the field inspections, 45. All equipment, including shelving, roust be supported by six (6) inch high, easily cleanable Pegs, commercial castors or completely sealed in position on a four (4) inch high continuously coved base or concrete curb to facilitate ease of cleaning. 46. All curb mounted equipment and cabinetry must be sealed to the curb in an approved manner. Silicone sealant is approved for use on joints or gaps less than 1/8 inch wide. If joints ors are over 1/8 inch wide connector strips or flashing used in conjunction w/sealant will be required. A-1 SITE PLAN A-2 SITE DETAILS A-3 - A-- 4 NO. SHEET TITLE U a: 47. The cooking equipment must be spaced six (6) inches VN 1• � A-6 walls, or the cooking equipment roust be equipped with coram, 3,050 S.F. V) � O N 49. Provide approved cup disp. at the soft drink machine i if single -use drinking utensils are used. i 1 TITLE SHEET W Z W FIRE SPRINKLERS M A-10 51. Compressors and carbonators are to be supported oft the A-1 1 g � N otherwise approved manner. O 52. Hoods and mechanical vent must complyy w /all req. as set C-1 Ai TA SURVEY A- 1 3 I W o yc a tL C-2 GRADING PLAN U W 54. Flash the exhaust hood to the walls and ceiling. �+ 55. All joints and searns of exhaust floods sholl be constructed C-3 UTILITY PLAN Li a S-3 C4 C -4 NOTES & DETAILS SHEET a } oz LL.da S-5 D L 1 LANDSICAPE PLAN a - O 57. The walk-in refrig./frzr. units must conform w/applicable NSF Intn'l. standards and be completely flashed to the bldg.'s R-2 walls and ceiling. The areas above walk-in units may not be o 58. Provide a min. two inch clear between end wall and the L-2 IRRIGATION PIAP'1 ; �' W W P_ 1 L-3 LANDSCAPE AND IRRIGATION DETAILSa W P-2 Hot air blowers may be provided in lieu of the handtowel disp. X 60. Provide a chemical storage shelf and mop rack a janitor area P-3 61. Provide a water heater w/min. energy input of 69,000 btu (D m A-1 SITE PLAN A-2 SITE DETAILS A-3 - A-- 4 ATTENTION CONTRACTORS -BID NOTE 1- IN C.K.E.'S CONTINUED EFFORT TO PROVIDE THE MOST COST EFFICIENT PROJECT THIS SET OF PLANS AND SPECS WILL BE DIFIFERENT FROM PREVIOSLY BID PROJECTS. THESE PLANS AND SPECS REFLECT OUR CURRENT STANDARDS AND METHODS OF' CONSTRUCTION AS WELL AS SITE SPECIFIC ITEMS. IT IS THE G.C.'S RESPONSIBILITY 'TO FAMILIARIZE THEMSELF WITH THESE DOCUMENTS, AND THAT THEIR BID BE BASED SOLELY ON THE CONTENTS WITHIN THESE BID DOCUMENTS. 2 -REFER TO ENVIRONMENTAL HEALTH NOTES ON THIS SHEET FOR THE REQUIRED ITEMS REGARDING EACH RELATED TRADES. PROJECT DATA UTILITY INFORMATION VICINITY MAP LEGAL JURISDICTION CITY OF TIGARD, OR. BUILDING CODES 1997 -_ OUBC ZONE _CG GENERAL COMM. OCCUPANCY A-5 47. The cooking equipment must be spaced six (6) inches VN opert and from adjacent walls, or flashed together and to the A-6 walls, or the cooking equipment roust be equipped with coram, 3,050 S.F. castors and quick disconnect gas lines. A-7 49. Provide approved cup disp. at the soft drink machine A-8 if single -use drinking utensils are used. 23 50. The lines from the syrup tanks to the drink disp. head A-9 must be enclosed in a chase. Ise a rigid material, i.e., FIRE SPRINKLERS plaster, foam,etc to seal the opening of the beverage condensate line A-10 51. Compressors and carbonators are to be supported oft the A-1 1 floor on six (6) inch high, easily cleanable legs or in an otherwise approved manner. 52. Hoods and mechanical vent must complyy w /all req. as set A-12 forth in the current edition of the Uniform Mec� Code, as A- 1 3 adopted by the local building and fire authority. 53. The canopy -type exhaust hood shall extend a minimum of six (6) inches beyond the outer edges of the cooking surfaces as measured from the inside edge of the hood. 54. Flash the exhaust hood to the walls and ceiling. S-1 55. All joints and searns of exhaust floods sholl be constructed S- 2 to be tight and easily cleanable. 56. Provide a dry food storeroom or area w/ a min. of 32 S-3 linear foot of dedicated floor space for approved back-up storage shelving units. All storage shelving must be accessible with 30 S•-4 inch aisle clearance. A shelving unit shall be a min. 18 inches in depth and three S-5 tiers high. For example, eight shelving units, each of which is four foot long and three tiers high, would equal 32 linear feet of shelving units. R- 1 57. The walk-in refrig./frzr. units must conform w/applicable NSF Intn'l. standards and be completely flashed to the bldg.'s R-2 walls and ceiling. The areas above walk-in units may not be used for storage. 58. Provide a min. two inch clear between end wall and the FC,- 1 (3) com{� artrnent sink, or integral end return. The end return must extend up the wall at least eight inches and be sealed to the wail. P_ 1 59. Handwash cleanser and single -use son. towels must be provided in permanently installed disp, at all handwash facilities. P-2 Hot air blowers may be provided in lieu of the handtowel disp. 60. Provide a chemical storage shelf and mop rack a janitor area P-3 61. Provide a water heater w/min. energy input of 69,000 btu 62. All conduit not conceal d in walls must be installed 6 P-4 inches off the floor and 1/ 2 inch away from walls. 63. Provide self-closing devices on all exterior and restroom doors ATTENTION CONTRACTORS -BID NOTE 1- IN C.K.E.'S CONTINUED EFFORT TO PROVIDE THE MOST COST EFFICIENT PROJECT THIS SET OF PLANS AND SPECS WILL BE DIFIFERENT FROM PREVIOSLY BID PROJECTS. THESE PLANS AND SPECS REFLECT OUR CURRENT STANDARDS AND METHODS OF' CONSTRUCTION AS WELL AS SITE SPECIFIC ITEMS. IT IS THE G.C.'S RESPONSIBILITY 'TO FAMILIARIZE THEMSELF WITH THESE DOCUMENTS, AND THAT THEIR BID BE BASED SOLELY ON THE CONTENTS WITHIN THESE BID DOCUMENTS. 2 -REFER TO ENVIRONMENTAL HEALTH NOTES ON THIS SHEET FOR THE REQUIRED ITEMS REGARDING EACH RELATED TRADES. PROJECT DATA UTILITY INFORMATION VICINITY MAP LEGAL JURISDICTION CITY OF TIGARD, OR. BUILDING CODES 1997 -_ OUBC ZONE _CG GENERAL COMM. OCCUPANCY A3 _. TYPE OF C () N ST. VN SI I E ARUl, Ir 10,496 S.F. BUILDING AREA 3,050 S.F. SEATING 89 PARKING REQ'D 20 (1/150 S.F.) PARKING SHOWN 23 C.U.P./A. R. B N0. N/A FIRE SPRINKLERS YESC.____J NO DECOR/GRAPHICS -STANDARD rzzKIi -SPECIAL Ll *� UNIFIED SEWERAGE AGENCY HILLSBORO, OREGON (503) 648---8877 WAT CITY OF TIGARD ,R WATER BUREAU/STORM TIGARD, OREGON STOF (503) 639-4171 * E -C._! �l C BEAVERTON G PORTLAND ENERAL ELECTRIC OREGON (503) 228-6322 G(��C� NORTHWEST NATURAL GAS AS PORTLAND, OREGON (503) 220-2364 Fla -RE TIGARD, OREGON F COMPANY 1-(800) 483--5100 * HAVE NOT VERIFIED CONTACT PERSON. 01 N If this notice appears cle:lrer than li.^ JUN � Z 2000 docunar'nl, the document is of nr;lrginal I1ticrof11111Ca �'� C11►�!j!j!I!�!I!!il!�lilj! i'I�Ijl�lllil�! ! ({IIlji !jlijlll!jljl�' !!!II'1 'j , ijl; I r ij i !ji,ijijl�;l I jl!!) Iljijljl I jljllljlj ji ill jllfli!! INCH �1MA0[ IN CHINA ,I� T ,1 I. III � I 1 III I I I Illill ill Ijlll 'll ur I i lul illi lil'lii!il ,'iii I iliii I 11 { !ii i 1' ''lilt Illnlll I ul n. I •I:''• ' 1....r ', nal I Ilnln , url , nl Ilrn n.. nr n, ul u I 1n1, n .. 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I.,I III i,r,rff M-1 M-2 M-3 M-4 M-5 E 1 E-2 E-3 E-4 E-5 E-6 E-7 K-1 K-2 K-3 K-4 K-5 K-6 K-7 K-8 SN- 1 FLOOR PLAN & DETAILS EXTERIOR ELEVATIONS & DETAILS EX I-ERIOR ELEVATIONS REFLECTED CEILING PLAN & DETAILS ROOF PLAN & DETAILS SECTIONS & DETAILS SECTIONS & DETAILS D ETAI LS INTERIOR ELEVATIONS COUNTER ELEVATIONS & DETAILS WINDOW, DOOR, FINISH, MATERIAL SCHEDULE & DOOR TYPES FOUNDATION PLAN, NOTES & DETAILS ROOF FRAMING PLAN, NOTES & DETAILS STRUCTURAL_ DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS REFRIGERATION PLAN REFRIGERATION SCHEDULE AND DETAILS FIRE PROTECTION PLAN PLUMBING SITE PLAN PLUMBING LEGEND, SCHEDULES & NOTES PLUMBING, WASTE & VENT PLAN / RISER DIAGRAM PLUMBING GAS & WATER PLAN / RISER DIAGRAM SPECIFICATIONS / EQUIPMENT SCHEDULES MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN CLIENT �- Z U L Cfi0 =a o pE d (0 A Uz _J co O W � � � � iJ 7_ M LL! 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Conu nziiiiV to, lod For onl the W&k as described irt: ELECTRICAL SITE PLAN PERtAl f11Q 6392401- oo 1t'0 See L er k+:�Q Ilnw..................... -- - MAIN -�- SWITCHBOARD / PANEL SCHEDULE & SINGLE LINE DIAGRAM Job Ad e5s: iZt 40 Sea, 7;7k ELECTRICAL POWER PLAN FOOD PREP DETAIL / GRIDDLE WALT_ DTL. / CONTROL DIAGRAM STAMP Z � ELECTRICAL LIGHTING PLAN ��v` `�•' ELECTRICAL ROOF PLAN ELECTRICAL SCHEDULE, SYMBOL LIST & DIAGRAM gF V RT I. 6ftveo,, �1 EQUIPMENT PLAN ON --.-- EQUIPMENT PLUMB!NG PLAN PROTr) DATE- 2-15-99 BLDG EQUIPMENT ELECTRICAL PLAN SUBMITTAL DATE: EQUIPMENT DFTAILS 2 EQUIPMENT DETAILS U EQUIPMENT DETAILS BID DATE: EQUIPMENT DETAILS cKE No. 95171 SALAD BAR DETAILS EKA No. 98-98 C SIGN PROGRAM SCALE: - NONE- - ----- SHEET 1 .= GRAPHIC SCALE 20 0 10n u' 20 40 ( IN FEET) J •�'°' 1 inch = 20 ft. /'/ a ``~ -' _./ten+'-✓- woo TS TSBO - - - SIGN 01 LANDSCAPING ASPHALT PARKING LOT '�" • ' �'��—.---. ------------ 1" WATER MEiER yW 235 28 BRA COE TON N00"115'45"W 75.00' 03- ap - POINT OF BEGINNING! a� f ----- COVERED AREA I I� I LEASEHOLD LINE 4= a y' LANDSCAPING COVERED AREA awn lk LANDSCAPING 14" MAPLE `�.L • �. �, — � _. ..w■ I ?J•.32 23014 V! CO •'Mor G Y ASPHALT PARKING LOT GIA 10" MAPLE _101.07' �MEMIJRED")4 I i 214. J3 CYT 'cW ASPHALT PARKING 500°0,5'45"E LOT 9&Fg-"l- lbs COVERED AREA / ----- --------------------- I I I ASPHALT PARKING I OT I j SUBWAY j ! I I I I \ I I BRASS SCREW (PROPERTY CORNER FOR GREENW Y TOWN CENTE)\�\', I ( 12!41 SW SCHOLLS PERRY RD Pg 27 of 52 ASPHA T PARKING 10I I LANDSCAPING I 'I I I II M • _J I 'S _SW 121ST CENTER LINE ALTA/AGSM LANE) T11 LE SURVEY FUTURE CARL'S JR. RESTAURANT TIGARD, OFiECAAON LOCATED IN NORTHWE "T QUARTER OF SECTION 34, TOWNSHIP I SOUTH, RANGE I WEST, WILLAMETTE MF DIAN, CITY OF TIGARD, WASHINGTON C BOUNTY, OREGON 0..24 ACRES 1094% SQ. FT.. RECORD DE.SCRWMN: THIS PROPERTY IS A LEASEHOLD WITHIN THE GREENWAY TOWN CENTER, MORE PARliCULARLY DESCRIBED IN WASHINGTON COUNTY DOCUMENT NO. 79035212 AS: BEGINNING AT A POINT ON THE' EAST RIGHT OF' WA( OF THAT CERTAIN STREET KNOWN AS S.W. 122 AVENUE (NOW VACATED); SAID POINT BEING NJRTH 89'54'50" EAST 1077.94 FEET AND NORTH 0'5'42" WEST 635.10 FEET FROM THE WE',T QUARTER CORNER OF SAID SECTION 3.4; THENCE NORTH 89'52'27" EAST 4 FEET; THENCE NORTH 0'5'45" WEST 180 FEET ALONG SAID RIGHT OF WAY 180 FEET TO A P(NNT; THENCE NORTH 89'52'27" EAST 20 FEET, PARALLEL TO THE CENTERLINE OF SPRINGWOOD DRIVE TO A F'OINT ON CENTERLINE G SOUTHWEST 122 AVENUE (NOW VACATED); THENCE NORTH 0'5'41" WEST 96 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'5'45" WEST 105 FEET ON AND ALONG SAID CENTERLINE; THENCE NORTH 89'52'27" EAST 72 FEET; THENCE SOUTHEASTERLY ON A CURVE RIGHT RADIUS 28 FEET, LENGTH 21.99 FEET (CHORD BEARS SOUTH 67-37-33- EAST 21.43 FEET); THENCE SOUTHERLY ON A CURVE RIGHT, RADIUS 35 FEET, LENGTH 27.49 FEET (CHORD BEARS SOUTH 22'37'33" EAST 25.79 FEET); THrNCE SOUTH 0'.5'45" FAST 71.98 FEET; THENCE SOUTH 89"52'27" WEST 102 FEET TO THE PONT OF BEGINNING, COMPRISING 0.237 ACRES MORE OR LESS. ZONING INFORMATION FLOOD ZONF. DESIGNATION: FLOOD ZONE C, AREA OF MINIMAL FLOMNC, FLOOD INSURANCC RATE MAP 4TOYM 0002 B, DATED MARCH 1, 1982 ZONING;: ZONE CG (GENERAL COMMERCIAL) TITLE REPORT: TITLE REPORT` FOR THIS PROPERTY .SUPPLIED BY FIDELITY NATIONAL TITLE COMPANY OF OREGON, DATED SEPTEMBER 22, 1.998, ORDER NO. 01-110528-28 CERTIFICATION: I HEREBY CERIIFY TO CARLS JR. AND TICOR TITLE COMPANY OF OREGON [HAT THIS PLAN WAS PREPARED FROM ACTUAL SURVEY OF THE PREMISES ON THE GPOUND; THAT THE SAME SHOWS THE LOCATION OF THE BOUNDARIES, AND ALL IMPROVEMENTS THEREON; THAT THE DIMENSIONS OF THE IMPROVEMENTS AND THE LOCATION THEREOF WITH RESPECT TO THE BOUNDARIES ARE AS SHOWN; THAT THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS APPURTENANT TO ADJOINING PREMISES UPON SUBJECT PREMISES UNLESS SHOWN HEREON; AND THAT ANY EASEMENTS APPARENT FROM A VISUAL INSPECTION ARE DELINEATED HEREON. DATE: 11--5-98 DATE OF SURVEY: 11-3--96 AND 11--4-98 IJTILIT'Y INFORMATION THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON THIS MAP ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER DOES NOl GUARANTEE THE ACCURACY NOR COMPLETENESS OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO DIGGING OR GRADING. THE CONTRACTOR SHALL CALL FOR A FIELD MAPKING OF UTILITIES AT (800) 332-2344. BENCH MARK DATA= NATIONAL GEODETIC SURVEY TRIANGULATION STATION BENCH MARK (ELEVATION: 238.00 FEET), "HITEON 1946," ON CENTER LINE OF VACATED „W 122ND, SOUTHWEST OF SITE EASEMENT INFORMATION EASEMENT FGR MAINTENANCE OF NATIONAL GEODETIC SURVEY STATION "HITEON 1946," RECORDED 2/2/79 AS FEE NO. 79004576, AFFECTS THE WESTERLY 20 FEET OF THE VACATED SW 122ND AVENUE; THIS EASEMENT AFFECTS THE 20 FEET IMMEDIATELY WEST OF THE POTENTIAL CARL'S JR. PARCEL AND IS NOT WITHIN THE POTENTIAL CARL'S JR. BOUNDARY EASEMENT FOR INGRESS AND EGRESS BETWEEN THE PARCELS OF GREENWAY TOWN CENTER RECORDED JUNE 22, 1979, AS RECORDER'S NO. 79024332, AND AMENDED MARCH 28, 1980, AS RECORDER'S NO. 80010910 ALLOWS PARKING AND PASSAGE OF MOTOR VEHICLES THROUGHOUT THE SHOPPING CENTER i,.EG ENIX 0 BRASS SCREW LIGHT POLE rl!13 POWER POLE SIGN POST VIM WATER METER 0 BOLLARD FIRE HYDRANT Q TRAFFIC SIGNAL. POLE WV m WATER VALVE QS SANITARY SEWER MANHOLE - PL OVERHEAD LINES 0 STORM DRAIN MANHOLE cv G GAS VALVE 0 BRASS CAP 0 CATCH BASIN o CLEANOUT 0TRAFFIC SIGNAL -- SS --- SANITARY SEWER LINE — o - ---- CHAIN LINK FENCE -- — SO--- STORM DRAIN LINE -- IN --- -- WATER LINE 0 TREE TSB[] TRAFFIC SIGNAL BOX MAIL. MAILBOX 0 TELEPHONE MANHOLE --- 0- CHAIN LINK FENCE 0 TELEPHONE PEDESTAL If this notice 'Ippears clearer than the i U N 0 1 2000 current, the ]document is of marginal quality. 111'Crolllllll'O Al' ills �I;iliIi III! ! ! i Iii !i I ; i I ! , i 11 i i ! 111 i I i II! 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RESTAURANT TIGARD, OFiECAAON LOCATED IN NORTHWE "T QUARTER OF SECTION 34, TOWNSHIP I SOUTH, RANGE I WEST, WILLAMETTE MF DIAN, CITY OF TIGARD, WASHINGTON C BOUNTY, OREGON 0..24 ACRES 1094% SQ. FT.. RECORD DE.SCRWMN: THIS PROPERTY IS A LEASEHOLD WITHIN THE GREENWAY TOWN CENTER, MORE PARliCULARLY DESCRIBED IN WASHINGTON COUNTY DOCUMENT NO. 79035212 AS: BEGINNING AT A POINT ON THE' EAST RIGHT OF' WA( OF THAT CERTAIN STREET KNOWN AS S.W. 122 AVENUE (NOW VACATED); SAID POINT BEING NJRTH 89'54'50" EAST 1077.94 FEET AND NORTH 0'5'42" WEST 635.10 FEET FROM THE WE',T QUARTER CORNER OF SAID SECTION 3.4; THENCE NORTH 89'52'27" EAST 4 FEET; THENCE NORTH 0'5'45" WEST 180 FEET ALONG SAID RIGHT OF WAY 180 FEET TO A P(NNT; THENCE NORTH 89'52'27" EAST 20 FEET, PARALLEL TO THE CENTERLINE OF SPRINGWOOD DRIVE TO A F'OINT ON CENTERLINE G SOUTHWEST 122 AVENUE (NOW VACATED); THENCE NORTH 0'5'41" WEST 96 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'5'45" WEST 105 FEET ON AND ALONG SAID CENTERLINE; THENCE NORTH 89'52'27" EAST 72 FEET; THENCE SOUTHEASTERLY ON A CURVE RIGHT RADIUS 28 FEET, LENGTH 21.99 FEET (CHORD BEARS SOUTH 67-37-33- EAST 21.43 FEET); THENCE SOUTHERLY ON A CURVE RIGHT, RADIUS 35 FEET, LENGTH 27.49 FEET (CHORD BEARS SOUTH 22'37'33" EAST 25.79 FEET); THrNCE SOUTH 0'.5'45" FAST 71.98 FEET; THENCE SOUTH 89"52'27" WEST 102 FEET TO THE PONT OF BEGINNING, COMPRISING 0.237 ACRES MORE OR LESS. ZONING INFORMATION FLOOD ZONF. DESIGNATION: FLOOD ZONE C, AREA OF MINIMAL FLOMNC, FLOOD INSURANCC RATE MAP 4TOYM 0002 B, DATED MARCH 1, 1982 ZONING;: ZONE CG (GENERAL COMMERCIAL) TITLE REPORT: TITLE REPORT` FOR THIS PROPERTY .SUPPLIED BY FIDELITY NATIONAL TITLE COMPANY OF OREGON, DATED SEPTEMBER 22, 1.998, ORDER NO. 01-110528-28 CERTIFICATION: I HEREBY CERIIFY TO CARLS JR. AND TICOR TITLE COMPANY OF OREGON [HAT THIS PLAN WAS PREPARED FROM ACTUAL SURVEY OF THE PREMISES ON THE GPOUND; THAT THE SAME SHOWS THE LOCATION OF THE BOUNDARIES, AND ALL IMPROVEMENTS THEREON; THAT THE DIMENSIONS OF THE IMPROVEMENTS AND THE LOCATION THEREOF WITH RESPECT TO THE BOUNDARIES ARE AS SHOWN; THAT THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS APPURTENANT TO ADJOINING PREMISES UPON SUBJECT PREMISES UNLESS SHOWN HEREON; AND THAT ANY EASEMENTS APPARENT FROM A VISUAL INSPECTION ARE DELINEATED HEREON. DATE: 11--5-98 DATE OF SURVEY: 11-3--96 AND 11--4-98 IJTILIT'Y INFORMATION THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON THIS MAP ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER DOES NOl GUARANTEE THE ACCURACY NOR COMPLETENESS OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO DIGGING OR GRADING. THE CONTRACTOR SHALL CALL FOR A FIELD MAPKING OF UTILITIES AT (800) 332-2344. BENCH MARK DATA= NATIONAL GEODETIC SURVEY TRIANGULATION STATION BENCH MARK (ELEVATION: 238.00 FEET), "HITEON 1946," ON CENTER LINE OF VACATED „W 122ND, SOUTHWEST OF SITE EASEMENT INFORMATION EASEMENT FGR MAINTENANCE OF NATIONAL GEODETIC SURVEY STATION "HITEON 1946," RECORDED 2/2/79 AS FEE NO. 79004576, AFFECTS THE WESTERLY 20 FEET OF THE VACATED SW 122ND AVENUE; THIS EASEMENT AFFECTS THE 20 FEET IMMEDIATELY WEST OF THE POTENTIAL CARL'S JR. PARCEL AND IS NOT WITHIN THE POTENTIAL CARL'S JR. BOUNDARY EASEMENT FOR INGRESS AND EGRESS BETWEEN THE PARCELS OF GREENWAY TOWN CENTER RECORDED JUNE 22, 1979, AS RECORDER'S NO. 79024332, AND AMENDED MARCH 28, 1980, AS RECORDER'S NO. 80010910 ALLOWS PARKING AND PASSAGE OF MOTOR VEHICLES THROUGHOUT THE SHOPPING CENTER i,.EG ENIX 0 BRASS SCREW LIGHT POLE rl!13 POWER POLE SIGN POST VIM WATER METER 0 BOLLARD FIRE HYDRANT Q TRAFFIC SIGNAL. POLE WV m WATER VALVE QS SANITARY SEWER MANHOLE - PL OVERHEAD LINES 0 STORM DRAIN MANHOLE cv G GAS VALVE 0 BRASS CAP 0 CATCH BASIN o CLEANOUT 0TRAFFIC SIGNAL -- SS --- SANITARY SEWER LINE — o - ---- CHAIN LINK FENCE -- — SO--- STORM DRAIN LINE -- IN --- -- WATER LINE 0 TREE TSB[] TRAFFIC SIGNAL BOX MAIL. MAILBOX 0 TELEPHONE MANHOLE --- 0- CHAIN LINK FENCE 0 TELEPHONE PEDESTAL If this notice 'Ippears clearer than the i U N 0 1 2000 current, the ]document is of marginal quality. 111'Crolllllll'O Al' ills �I;iliIi III! ! ! i Iii !i I ; i I ! , i 11 i i ! 111 i I i II! 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SCALE: SHEET C-1 12144 SW SCHOLLS FERRY RD Pg 28 of 52 r GRAPHIC SCALE x 20 0 10 20 40 w p R \ �► co ( IN FEET �+(�� ►7"�-_Q ® \ 1 inch = 20 fi. z, HT1 u� Agoll 00, INSTALL SEDIMENTAT.lON FENCE, ��,�.'''� �:=, ..► " � \ ,� SEE DETAIL THIS SHEET ® -- _ -- O - IAbW5eAPTN - N! / r� \ rwM -� O 0//r EXISTING CATCH BASIN, /� 7-11 ►�� / PROTECT INLET FROM SEDIMENTATION, SEE lAN BIO- BAG DETAIL THIS I APING / ! SHEET 10 I I I i LAND)iiC"G \ A \14 SC()I'I'Y'S \ A �1 PUB y • 2R .• � 1 .j�' ,,fig j'', j / .) 'f?. EXISTING CATCH % ,' / \� PROTECT INLET FROM BASINS CARL'S '� SCUIMENTAIION, SEE ( \ \ I �s FF -234.80_ %' � � SHEBAG DETAIL THISI / ! IN / / "A i of 1 01 NOTES: SPOT ELEVATIONS ARE TOP OF CURB UNLESS OTHERWISE SPECIFIED -EXISTING CONTOURS ARE FADED -PARKING LOT SECTION: 4" CLASS "C" ASPHALT OVER 6" AGGREGATE BASE OVER 9" UOMPACTED SUBGRADE (95% MODIFIED PROCTOR AASHTO T-180). -SIDEWALK SECTION: SEE SHEET A--2 FOR DETAIL --CONCRETE PAD: 5" PCC OVER 4" OF .3/4"--0 AGGREGATE BASE OVER 9" COMPACTED SUBGRATE (905 ASTM T-99) -AREA OF NEW ASPHALT IS HATCHED �+s ASRHALT / ® PARKING / / LOT ' W SIGN POST O G()LLARD CKE N0, TRAFFIC SIGNA'_ POLE I0 SANITARY SEWER MANHOLE (F� STORM DRAIN MANHOLE. COQ CLEANOUT F.9RECTION OF SURFACE FLOW LEGEND: O IRON ROD ' I' , POWER POLE WM � WATER METER Q FIRE HYDRANT Wv WATER VALVE ® BIO -BAG GV M GAS VALVE ❑ CATCH BASIN ® MONITORING WELL_ TSB❑ TRAFFIC: SIGNAL BOX IT) TELEPHONE MANHOLE �+s MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT _ CATCH BASIN NTS GENERAL EROSION CONTROL NOTES= 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL GUIDANCE HANDBOOK (ECRB) DATED FEBRUARY 1994. THE MINIMUM EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE. AS FOLLOWS: 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, "TC.) 3. THE IMPLEMENTATION OF THES"' FSC PIANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CON I RACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 4. THE ESC FACILITIES SHOWN ON THIS PLAN 14IIST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER h0 NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIUiATF APPLICABLE WATER ;STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAT ! ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT --LADEN WATER DO NOT L-L:.AVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL_ MORE 1 HAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED GRAVEL_ CONSTRUCTION ENTRANCES SHALL REINSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADOITIQNAL- MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS REESTABLISHED. 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 12. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED AS SOON AS GRADING IS COMPLETED FOR EACH PHASE OF CONSTRUCTION. 13, STRAW BALES MAY BE NEEDED TO REDUCE VELOCITY OF RUNOFF IF SHEET FLOWS BECOME CHANNELLED, ADDITIONAL LAYERS OF SEDIMENT FENCE SHALL. BE CONSTRUCTED NEAR THE OUTLET OF THESE AREAS. AREA DRAIN NTS FLOW 4 FLOW o DITCH BOTTOM V sa SECTION A -A DITCH INLET NTS — TECHNICAL GUIDANCE HANDBOOK FILE DRAFT:INSPECTORS GRAPHICS DRAWING BAG CP. PLOT 1:1 Biofilter Bags Temporary Oetail Drawing 3-7D If this notice Appears cle.lrcr than the JUN 0 Z 2000 cutnent, the documcttt is of marginal qualit! • Illll'f11111111cd _i I1 �(I�ij!I! !IIllIljljl L Ijljljl�{ i I Vi Ii!II !! II i:Ii jtlil ! I i i �I ►Ii ji iI lI i' I III! II I!il,l Ii IIlI i, ' I III I I I I III! Ii iI lIj1, lj!II.1IjllijllI ,IiIi(i LI: , ijlIili,W I IlI INCH aADEICVCHNA.< II I I! I TIL I 1 I iilll iill ILII 1 ili:n illinili illnllinli iii rl,•i li :ruill :i��,t n.. Tui 'il dull sill II Illln 1111 I '!:' IttlrM , 111111 I :I:I I111!ill Illu 'nll: nl mi i I Inu ,n �IIIIIIIII�II,Iltlll, !{IIIlljj,l, ,lIIIIII,lI,!llj,1. III,,. illl...l,i,,,...nl,,.,,,,,.11, ..,......i. ,II.........1. , ..II.. Ill....,,.IIIh..inl:ll..,.,,u.,..1..111,., ..II ILII Iii II;_',:ull, „�lil,ll„,...1!,11,,,1! III,,..III„I,,I ., ,IlI ,I,,,IInll1:,„!• ,�, i.,I i ,�, 11t1 :� FILTER FABRIC MATERIAL IN 36” 'NIDE ROLLS U MMA. FRONT VIEW FILTER FABRIC MATERIAL USE STITCHED LOOPS OVER 2” x 2" POSTS I o CV I SIDE VIEW ANGLE BOTH ENDS OF FILTER. FABRIC FENCE TO ASSURE SOIL IS TRAPPED INTERLOCKED 2." x 2" POSTS TOP VIEW AND ATTACH NOTES: 1. 113URY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2" x 2" FIR, PINE, OR STEEL FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED ON DOWNHILL SIDE OF SLOPE, 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH. SEDIMENT FENCE CLIENI LIGHT POLE ® TELEPHONE BOX TREE W SIGN POST O G()LLARD CKE N0, TRAFFIC SIGNA'_ POLE I0 SANITARY SEWER MANHOLE (F� STORM DRAIN MANHOLE. COQ CLEANOUT F.9RECTION OF SURFACE FLOW — — — — - - - SAWCUT LINE MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT _ CATCH BASIN NTS GENERAL EROSION CONTROL NOTES= 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL GUIDANCE HANDBOOK (ECRB) DATED FEBRUARY 1994. THE MINIMUM EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE. AS FOLLOWS: 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, "TC.) 3. THE IMPLEMENTATION OF THES"' FSC PIANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CON I RACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 4. THE ESC FACILITIES SHOWN ON THIS PLAN 14IIST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER h0 NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIUiATF APPLICABLE WATER ;STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAT ! ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT --LADEN WATER DO NOT L-L:.AVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL_ MORE 1 HAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED GRAVEL_ CONSTRUCTION ENTRANCES SHALL REINSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADOITIQNAL- MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS REESTABLISHED. 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 12. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED AS SOON AS GRADING IS COMPLETED FOR EACH PHASE OF CONSTRUCTION. 13, STRAW BALES MAY BE NEEDED TO REDUCE VELOCITY OF RUNOFF IF SHEET FLOWS BECOME CHANNELLED, ADDITIONAL LAYERS OF SEDIMENT FENCE SHALL. BE CONSTRUCTED NEAR THE OUTLET OF THESE AREAS. AREA DRAIN NTS FLOW 4 FLOW o DITCH BOTTOM V sa SECTION A -A DITCH INLET NTS — TECHNICAL GUIDANCE HANDBOOK FILE DRAFT:INSPECTORS GRAPHICS DRAWING BAG CP. PLOT 1:1 Biofilter Bags Temporary Oetail Drawing 3-7D If this notice Appears cle.lrcr than the JUN 0 Z 2000 cutnent, the documcttt is of marginal qualit! • Illll'f11111111cd _i I1 �(I�ij!I! !IIllIljljl L Ijljljl�{ i I Vi Ii!II !! II i:Ii jtlil ! I i i �I ►Ii ji iI lI i' I III! II I!il,l Ii IIlI i, ' I III I I I I III! Ii iI lIj1, lj!II.1IjllijllI ,IiIi(i LI: , ijlIili,W I IlI INCH aADEICVCHNA.< II I I! I TIL I 1 I iilll iill ILII 1 ili:n illinili illnllinli iii rl,•i li :ruill :i��,t n.. Tui 'il dull sill II Illln 1111 I '!:' IttlrM , 111111 I :I:I I111!ill Illu 'nll: nl mi i I Inu ,n �IIIIIIIII�II,Iltlll, !{IIIlljj,l, ,lIIIIII,lI,!llj,1. III,,. illl...l,i,,,...nl,,.,,,,,.11, ..,......i. ,II.........1. , ..II.. Ill....,,.IIIh..inl:ll..,.,,u.,..1..111,., ..II ILII Iii II;_',:ull, „�lil,ll„,...1!,11,,,1! III,,..III„I,,I ., ,IlI ,I,,,IInll1:,„!• ,�, i.,I i ,�, 11t1 :� FILTER FABRIC MATERIAL IN 36” 'NIDE ROLLS U MMA. FRONT VIEW FILTER FABRIC MATERIAL USE STITCHED LOOPS OVER 2” x 2" POSTS I o CV I SIDE VIEW ANGLE BOTH ENDS OF FILTER. FABRIC FENCE TO ASSURE SOIL IS TRAPPED INTERLOCKED 2." x 2" POSTS TOP VIEW AND ATTACH NOTES: 1. 113URY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2" x 2" FIR, PINE, OR STEEL FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED ON DOWNHILL SIDE OF SLOPE, 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH. SEDIMENT FENCE CLIENI a_ PR 9 1999 DATE! Z W BID DArE: CKE N0, EKA NO. Ili LL) (n Of � Q QQ� Z c0 00 I w d —jF rn O Q CD Q 0 r- �� 0 w Z T uj t: Q ri Z IIr O O PROJECT Q iY cr �"' ul cr_z Q 11J O U� 0 (D W W w ¢ r O O v W O (/)L -r DRAWING TITLL REVISIONS 0 STAMP Nr, I N v / ' 1 465 12 OREGON 109 IR VALID THROUGH 12-31-00 PROTO DATE SUBMITTAL SUBMITTAL a_ PR 9 1999 DATE! BID DArE: CKE N0, EKA NO. SCALE: 1"=20' SHEET C-2 ft l'J %O9) SC "O Foil of L30 LANDSCAPING Will wm + REPLACEE XISTING WATER METER WITH NEW 1-1/20 METER LANDSCAPING (WORK TO BE DONE BY TIGARD WATER DEPT.) 7-11 ST EXISTING CATCH BASIN, <i PROTECT INLET FROM 1 SEUIMENTA TION, SEE: BIO -BAC DETAIL THIS LANDSCAPING SHEET Y vo INSTALL 28 LF OF 2" PVC FOR WATEN SERVICE ❑ CO �','i-,=u 0 5s EX. SANITARY LINE SS SS 6 SUBWAY INSTALL 100 LF� OF 2' PVC FOR WATER SERVICE INSTALL BACKFLOW PREVENTION DEVICE (SEE LANDSCAPING PUNS) iP 7 ui I BARB'S X)STAL PLUS 16 SIGN u EXISTING CATCH BASIN, -PROTECT INLET FROM SEDIMENTATION, SEE 810 -BAG DETAIL THIS SHEET ASPHALT PARKING LOT LANDSCAPING I ,II Lt m GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. SIANUARY SEWM SY S MA NOM. [t_] POINT OF CONNECTION OF 4' CLEAR WASTE LINE WITH BUILDING, LE.AVII IG BUILDING AT ELEVATION -231.80 (COORDINATE. WITH INTERIOR PLUMBING PLANS) L� I INSTALL 22 LF OF 4" PVC AT S-10.02 3 INSTALL CLEANOUT, IE -231.38 (SEE DETAIL SHEET) INSTALL 12 LF OF 4' PVC AT APPROPRIATE SLOPE TO MEET EXISTING SANITARY SEINER LATERAL (SEE NOTE %6) CL'T EXISTING SANITARY SEWER LATERAL. AT THIS POINT AND INSTALL CLEANOUT AT EXISTING LATERAL. ELEVATION (SEE DETAIL. SHEET) © EXISTING SANITARY SEWER LATERAL LOCATION, TO BE FIELD VERIFIED BEFORE. BEGINNING SANITARY SYSTEM CONSTRUCTION n POINT OF CONNECTION OF 4' GREASE WASTE LINE WITH BUILDING, LEAVING BUILDING AT ELEVATION -231.80 (COORDINATE WITH INTERIOR PLUMBING PLANS) LJ INSTALL 12 LF OF 4" PVC AT S-0.02 9� INSTALL 1000 GALLON GREASE INTERCEPTOR RIM -235.85 IE IN (N)-231.56 IE OUT (S)-231.26 ® INSTALS_ 3 LF OF 4' PVC AT APPROPRIATE SLOPE TO MEET SANITARY LINE IN NOTE #4 1 MRM DRAIN MUM NOTES (J REMOVE EXISTING CATCH BASIN AND CAP AND PLUG UNE Cl� iNSTALL CATCH BASIN (SEE DETAIL SHEET) RIM -232.80 IE=229.80 13 INSTALL 21 LF OF 6" PVC AT S-0.22 AND CONNECT TO EXISTING STORM DRAIN LINE WITH WYE LOCATION OF EXISTING 12' STORM DRAIN LINE (ACCORDING TO AS BUILT RECORDS) 1 J REMOVE EXISTING CATCH BASIN AND INSTALL CLEANOUT AT INVERT ELEVATION (SEE DE -AIL SHEFT) 1® INSTALL CATCI4 BASIN (SEE DETAIL SHEET) AND INSTALL 3 If OF 6" PVC, ATTACHING TO CLt A KOUT IN NOTE #15 RIM -235.30 IE -232.80 EXISTING STORM DRAIN UNE (ACCORDING TO AS BUILT RECORDS) 1® 3" ROOF DRAIN LINE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #21 AT ELEVATION -232.80 19 3" ROOF DRAIN UNE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #21 AT ELEVATION -2'',2.38 3" ROOF DRAIN LINE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #23 AT ELEVATION -232.80 ®1 INSTALL 57 LF OF 6" PVC AT S-0.01, CONNECTNG TO CLEANOUT IN NOTE #22 A. ELEVATION -232.23 ® INSTALL CLEANOUT (SEE DETAIL. SHEET), IE -232.23 INSTALL 9 LF OF 3' PVC AT S-0.063, CONNECTING TO CLEANOUT IN NOTE #22 AT ELEVATION -232.23 ® INSTALL 13 LF OF 6' PVC AT APPROPRIATE SLOPE TO MEET CLEANOUT IN NOTE # 15 3" ROOF DRAIN LINE LOCATION, INSTALL CLEANOUT (SEE DETAIL SHEET) IE -232.30 ® INSTALL 86 LF OF 6" PVC AT S-0.01 3" ROOF DRAIN LINE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #26 AT ELEVATION -232.01 3' ROOF DRAIN UNE LOCATION, CONNECT TO STORM DRAIN LINE IN NOTE #26 AT ELEVATION -231.54 INSTALI_ CLEANOUT, SEE DETAIL SHEET IE -231.44 00 INSTALL. 24 LF OF 6" PVC Al S-0.22 TO CONNECT TO EXISTING STORM DRAIN LINE AT ELEVATION -227 18 (APPROXIMATE) EXISTING CATCH BASIN, TO BE REMOVED, CAP AND PLUG LINE 0 IRON ROD 9 LIGHT POLE SII, POWER POLE TELEPHONE BOX WM ❑ WATER METER TREE v FIRE HYDRANT —A SIGN POST wv �I WATER VALVE: 0 BOLLARD ® BIO -BAG © TRAFFIC SIGNAL POLE GV o GAS VALVE Q SANITARY SEWER MANHOLE ❑ CATCH BASIN Q) STORM DRAIN MANHOLE �IL MONITORING WELL COQ CLEANOUT TSB❑ TRAFFIC SIGNAL. BOX DIRECTION OF SURFACE FLOW Q TELEPHONE MANHOLE -- F -- UNDERGROUND ELECTRIC LINE --SD- STORM DRAIN LINE -- T -- UNDERGROUND TELEPHONE LINE • —SS-- SANITARY SEWER LINE -- W WATER LINE tit if, yy11111buuAK1.. arr 12144 SW SCHOUS FERRY RD Pg 29 of 57 •" . , �<. If this notice appears clearer 111,111 the JUN U 1 700 _.. v, document, file document 1s of 11111-L!nlal qusllilti Illll'I'l1lllIIIII: ) �I��'., Illi►I111�1 !I!11I! Illj14, i III'I I ILII lilj!! III;I� III tl j►,ljlt 111 i 111j1i i..�l.l Ijiii I 1 vg Nib INCH MAGE IN CHINA IIIt11 !I I I II ill I I I rill I 11 :ill i hill ii„iil ills i ...... liUi, I Iii! ...... ilia' i, iui { i i .iitl litttl! tinU „ t t' nt,tl t ttttlt„t 1111 t t,tltlt tlttn nnlun ut t i I In tI II IIIIIIIUI,��tt�lll.l,lll�ll„ I„J III.I.l.Llll. .illi,,,. lI,I..,,.11,,,...,!l,...I.lit .......... .....II.,.. ll... ,.,,. .,1111...... Ilil..l,l. t !i! ,. I I Ilii• I Il�lltl I II tl .I I till .. II tlllt „ .Ilt 1 111111 !.. �, .m I + , REVISIONS A\ - STAMP D PR(,r••j c�? taG I NfF 18.46 OREGON R VALID THROUGH 12-31-00 PROTO DATE: BLDG. SUBMITTAL_ 1 4/5/9b DATE: EID DATE: CKE N0. EKA NO. SCALE: 1 ” =20 SHEET 9 mm Fi � I CJ wz� z� wfr7 �IL N xrn L.1 � I � 'i CLIENT to W W W 0 > 00 q�w UYw Uj N M 6 o ED o U >_ Il.0 WZ Wtdz CL CC 0 0 PRJJECI 0 o. Q o U z vi In InC �- z 0. • 0. W O w Q W U W w '- x J 00 LL WZE [l U 6 0O Cn cr C� ►_ "� CY 2 DRAWING TITLE REVISIONS A\ - STAMP D PR(,r••j c�? taG I NfF 18.46 OREGON R VALID THROUGH 12-31-00 PROTO DATE: BLDG. SUBMITTAL_ 1 4/5/9b DATE: EID DATE: CKE N0. EKA NO. SCALE: 1 ” =20 SHEET GENERAL NOTI>>:!S OF CkIMFE?NSFN FNGINF.E?RINCi, INC. : 1 ALL WORK TO CONFORM TO THE LATEST EDITION OF THE CITY OF TIGARD, WASHWGT'JN COUNT[. THE nigjr,r u S1r*TR AGENCY AND OR%GOKt CHAPTER A. P.W.A. STANJARU5 ANC SPECIFICATIONS, AND THE CONTRACT SPECIAL. 2. THE CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PROVISIONS. 3. WORK HOURS of ALL. FACLUTIES TO BE QQNE BETIIFEat 7:M AM AND DARKNESS_ 4. ALL EXISTING FACILITIES TO BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE SHOWN OR DIRECTED. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, AND PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. 5, THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES. PRIOR TO Df,GFNG, THE CONTRA61OR SHALE CALL FOR. L.)TWiTvf LOCATE AT (503•} 246-"99. 6. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL TRAFFIC CONTROL. DEVICES. CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFCRM TRAFFIC CONTROL UEVICES, THE CITY OF TIGARU, WASHINGTON COUNTY, AND OTHER DISTRICT REQUIREMENTS. LOCAL AND EMERGENCY ACCESS SHALT. BE MAINTAINED AT ALL TIMES. I NO TREES GREATER THAN 6 INCHES IN DIAMETER SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE CITY 01 TIGARD. PRIOR TO CONSTRUCTION, A PHYSICAL BARRIER SHALL BE PLACED AND MAINTAINED COINCIDENTAL. WITH THE DRIPLINES OF TREES NOT MARK D TO BE REMOVER OF GR&TER THAN 6 IN,CHFS IN DNAMETER: 8. NO CONSTRUCTION VEHICLES SHALL BE ALLOWED TO ACCESS OR DEPART THE SITE, ExCEPT VIA THE PROPOSED GRAVEL ENTRANCE, WITHOUT PRIOR APPROVAL Oc' THE CITY OF TIGARD. 9 THE PARKING OF CONSTRUCTION VEHICLES SHALL BE LIMITED TO THE SITE 0 1, UNLESS OTHERWISE APPROVED BY THE CITY OF TIGARD. 10. NO CONSTRUCTION MATERIALS SHALL BE PLACE OR STORED WITHIN THE RIGHT-OF-WAY OF ANY PUBLIC RIGHT-OF-WAY. SMKM AND SANITARY NOTES: I. ALL WORK AND MATERIALS TO CONFORM TO THE LATEST EDITION OF THE CITY OF T11501) AND USA STANDARDS- AND SPfCf*tCATt0". 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO STARTING CONSTRUCTION, 3. ALL CONCRETE MANHOLES, SHOWN ON THE. PLANS ARE 48 INCHES MINIMUM LIAMETER AND CONFORM TO USA STANDARDS. MANHOLE EXTENSION RINGS SHALT BE LIMITED TO MAXIMUM OF TWELVE INCHES TOTAL. 4. ALL BACKFILL IN THE RIGHT-OF-WAY SHALL COMPLY WITH THE. CITY OF TIGARD OR WASHINGTON COUNTY PUBLIC WORKS STANDARDS. `i. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 6• A -L SEINER LINES ARE TO BE AIR TESTED PER SECTION 6.05.4 OF THE USA STANDARD SPECIFICATIONS. ALL MANHOLES THAT REQUIRED HYDROSTATIC TESTING SHALL BE TESTED IN .ACCORDANCE WITH SECTION 6.05.3 OF THE USA STANDARD SPECIFICATION, 7. ENGINEER RESERVES THC mitir m ADJUST GRADE'S OR ALIGINR4ENT TO ACCOMMODATE OTHER UTILITIES AS REQUIRED. a, ALL P.V.C. SEINER PIPE SHALL CONFORM TO ASTM 3034 OR ANSI A21,50-1 SPECTICAT IONS. 9. ALL STORM PIPE SHALL BE EITHER PVC AS NOTED ABOVE OR CLASS 50 (D.I.P.) AND SHALL CONFORM TO ASTM 3034 OR ANSI A21.50-1 SPECIFICATIONS. WATER NUIES 1 AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2, THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT Ali- TIMES. 3. CURBS MUST BE IN PEACE PRIOR TO INSTALLADON OF WATER MAINS WITHIN NEN! SUBDIVISIONS, 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A PRE -CONSTRUCTION MEETING. TELrPHONE 639-4171. 5. ALL WORK SHALL BE IN ACCORDANCE WRH AWWA (AM -_RICAN WATER WORKS ASSOCIATION )STANDARDS. 6. ALL, WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. 7. ALL WPE AND FITTINGS SHALL BF D'1CTILE IRON; CE#AENT-LINED, OF NEW MANJFACTURE AND MADE IN THE USA. PIPE SHALL BE 'TYION" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 8. COVER FOR ALL WATER MALAS IM STREET AND R"TS-OF-WAY SHALL BE W. BACKFILL SHELL BE 3/4"--0" GRAVEL. 9. ALL VALVE -OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NIIT EYTENS!ONS WILL BE PEJUIRED. 10. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" PIG. (FLANGE) TEE, 6" PIG. X MJ GATE VA'.VE, 6" MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A--442, 8" MJ. 5-1/4" MVO, 3 -PORT (2-21/2" NST HOSE CONNECTION, 1-4'/Z" NST PUMPER), L.L/Z" PENTAGON CIPERATIN,' NUT, OPENING LEFT, COLOR: YELLOW: APPROVED EQUAL: MUELLER CENTURION , -423, WATEP.IOUSPACER 6790, CLEW MEDALLION 11, EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE -FORMED CONCRETE BLOCK WITH L'/ Z CUBIC YARDS OF CRUSHED 2" - 3•-" DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A "NATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTA14CE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARAT*4 BFLOW THE WATER LIME. 13. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL. BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS Or 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 14. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTI..14. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALE BE FN ACCORDANCE WITH AWWA STANDARD C651-94, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED DISINFECTING MIXTURE SHALL BE A CHLORINE -WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SWWM 14YPOCHLOWTE AND NEATER SOLUTION 14TO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) 'NATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE -WATER SOLUTION IS OF THE SPECIFIED STRENGTH, TREATED(CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG FNOUGH TO DESTROY ALL NONSPORE:-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS L4 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL.. OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION,FLUSH THE WATT R FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY, DISPOSE OF THE DISINFECTION WATER IN AN APPRuVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATTSf'IiCTORY mETmom CIF REULII.; is CHLOMNE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. BENCH MARK DATA: NATIONAL_ GEODETIC SURVEY TRIANGULATION STATION BENCH MARK (ELEVATION: 238.00 FEET), "HITEON 1946," ON CENTER LINE OF VACATED SW 122ND, SOUTHWEST OF SITE IF 5 1'tTr +711 T1TTToTf (_ A K I, S-11 12144 SW SCNOLLS FERRY RI) Pg 30 of 52 I GENERAL CXMDfr10NS 1�0R THE Cfi"Y (W TIGARD 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT, OF TRANSPORTATION, F.M.A., 1988 ED. 2. TRAFFIC COVTROL. SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CTTT'S STANDARD SPECIFTCAT10NS AND, ALSq. IN ACCORDANCE WrTH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PIAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE. WORK AREA. 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST ONTAINCD WRITTEN APPROVAL WRIT W4 APPROVAL FRAM- TIME CITY ENGIAIEER, THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE do RESCUE) AND TO TRI -MET AND TIGARD SCHOOL DISTRICT. 4_ ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL. BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE ATZ MArt SERVICE AND IF NOT, SHALL BE MUSE FDR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. TO 7.00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M., SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M., SUNDAY 8. MINIMUM TRAVEL_ LANE WIDTH SHALL BE TWELVE (12) FEET. 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 10_ BEFORE INITIATING, ANY CONSTRWCTFON ACTIYRY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, BRIAN PAGER, (#639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 11 . THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, MATT HARRELL. AT 630-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGE INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPETING WORK COVERED BY THE PERMIT. 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL COMFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE. PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE: AVAILABLE AT THE WORK AREA, 14• THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROAUWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER N01MFDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEANUP 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS, THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF MORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 16, PROPERTY G: STURSED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUB, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WfTH- LIKE KIND AND WFRIAL• l l EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK 511E AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECELVWG, SYSTEM. IS. NOT. ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 18. EXCAVATOR(S) MUST COMPLY WITH OAR 952-001-0010 THROUGH 952-001-0080; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY.) SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL DE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 20. A TEWICRARY HARD-St1RFACE PATCH (COLD WX A.C. OR HOT MW BASE FaWNG) SHALL BE PLACE ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN -SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOP, AND IS LIABLE FOR HA7ARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 22. ONE AS --BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION, COMPLIANCE (FOR ATTACHLD.) 23, A SEWER SYSTEM AIR --TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE "AS -GUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRICR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 24 • THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVF-LOPER - ENGINEER AGREEMENT NOTE #5.) 25. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TEST/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 26• THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVIT', AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 27. EXISTING MONUrnENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR BEFORE AND AFTER THE CONCRETE HAS BEEN PLACE. 29 THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2.) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, Tt,KE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, R# WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHO14E NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR -OSHA. CHAP. 437, DIV. 3 CONSTRUCTION. SUB-DIVISIQN P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT -OF -ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORT(. PROOF OF RIGHT -OF -ENTRY 3R PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THF CITY. -r1[. '_'ITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT--OF-ENTRY OR EASEMENTS. 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE -ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT, U, 12' BEHIND SIDEWALK Ok BEHIND CURB WHEN NO SIDEWALK 2" OR 1 1/2" METER --\ ---- 2" FLG X COMPRESSION ANGLE STOP (FITS 1 J/2 "APPLICATIONS) MJ X TAPPED 2" TEE 2' TYPE "K" COPPER PIPE - - MAIN UNE COPPER BEND AS NEEDED - 2" MIPT X COMPRESSION CORP (SUPPLIED BY THE CITY) NO I E 1. CONT•RACTUR TO INSTALL MJ X TAPPED 2- TEES AT 97 ANGLFS ti MEiLR LOCATIONS. HORIZONTAL ear LEVEL 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE INSTALLED BY CONTRACTOR (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 4. CITY WILL INSTALL ALL COPPER PIPE K FITTINGS FROM MAIN 10 METER LOCATION -- - --- A mom Or . �-._ _..----- NO SCALL aausrraE Is. 01111111" 2" do 1-1/2" owe. No. iNalMlwwi, erPM1M[NT ��y� nu Xr lAu emu m d' � vm�,raer11 tit +wsr _ )MATER SERVICE A. CITY OF TIGARD rr w . 521 - __ uoa._. _ - - _-___-__ A,VWA 1l 1-2.0-1SIDEWALK ADJACENT TO CURB 16" CAST IRON 910 ® VALVE BOX TOP P 16 BREAK FLANGE SIDEWALK MIN 3" MIN. r 6" MAX. /4" DRAIN RO \t TAR PAPER M06T 6" DUCTILE IRON PIPE~ RESTRAIN ALL JOINTS 'N/ "FIELD LOK" OR EO -JAL GASKETS ' >r 6" MEGALUG RETAINER / ~ GLAND (EBAA IRON) _/ CONCRETE PIER 6" GATE VALVE BLOCK FLG. x M.J. - _JIDEWALK WITH PLANTER 2.0' M.J. x 6' FLG. TEE STRIP AT CURB SIDEWALK [ 3" MIN. BREAK FLAW" NOTE:: 1 HYDRANTS 10 BE MODERN MUELLER CENTURIAN, A-442,(OR APP'D EQUAL) fi MJ, 5 1,/4' MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING A. OIL RESERVOIR B. BRONZE ACTUATION NUT C. BRONZE SEAT RING D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING F THREADED NOZZLES WITH "0" RINGS G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED ELY DISTRICT FIDE MARSHAL.. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB, 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT, 6, IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7, VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED SY ENGINEER. 8. rH"T BLOCYS SHALL NOT BE PLACED AT MYDRAKT LOCATIONS. NO SCAB-- vw ° IRp6 �T mvi� MAS FIRE HYDRANT owG NO. Inn ♦a aw N lM�.l�aram ea" crus CITY OF TaARV ` (MOW) MN- 7I., _MA14N +CIN INSTALLATION 542 ofowolw ME PLUS 2 -- Pt Al.t Y-' WA AF. MINbW TNC+W1.S.ti 01 4 M THE naaa[xi n TNr aEsro.vr OvO� IT.�PPACT AS Is rNiD ^- [X151 PAVEM0117-- - TACK U"T (X!T EDOID-`,�- l��A,lLL ,1�[ ,loam rrM TACKU,bI (MT[�aW No AAU A dly DIN[. IM,MIDIT ALL CLE~ MATEM- To CIE SAME AS CARIMP. PIPE. MW -- 4' CONCRETE 9 4 •� sste, ._ '.o • \\\\\\\\\\\\\\\\\\\\�\� C.IAa9 leap r;ONCaeT[^ IN PAVED AREAS ONLY Mt CIHA1."X run - ulalsruaaep a+ee (N�P1--- uNocrnalam LAJ ----4 taliES. --- A' MINIMUM COMPACTED Aral4" "ASE 0S, 1 AL1 UUSPNG AL OR P%Y. PAV1 MEM SK -LI I$ SANCUT PRION FULL. erP'nH ASP1141,7 TO R[PAVAX �UCr 1 7 C(P+CIg3.1 PAVEMENT SIAL ear NE1R/yCID WmH CONCREi{, TU A 00 r._.... _____-COMIPACKI) )WINCH I aMi-MILL AS SPt'^1FIr0 MaNwuw naLxN13S Ore oa TO tlHf 7N,CXN1745 or REMOVED PA%1MUMT r)HKNrvtA is MATIR > Fry f NAM.. APWA000 12 r1W ; If this notice appears clearer th:u1 fie d0'ctiment. the document is of marginal gnalih, ail. <...__...... .......... ..........•.. 3113�T CxJT oAlr rwA,r,", w, MAY 1941 m MW dVm U ( LVVU 1111CI'ofilI11CLI I ] - , m.4 + a 71 JrASLJRON COVER AC OR CONCAETE PANNI: (M OTM SUWACM FILEWMIE APWMD002.DWG SAwOUT SURFACINIG z rOPSUk �- --- MATCH EIe$71ND MATERIAL OR AS -MELTED -' T� ,ASE MATERIAL Y a x o y 0 Q J CJ V1 W W m Z owa � a CN Q N V Ujj 1 06 mILL a a- 6" 6" MIN � 6" MIN 6' MIN BEDDING BELOW - fj* " -.'ft _ T OU TS,DE Of PIPE BEL. r_ M m�� 0 tRENCN 1OU4DAnUN d �I Q 5TASUli ATION, AS REOt1IRLD a ri NOTE: 1. SURFACING OF PAVED AREAS ShALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. -- `�----- ------ --- if ram ar NO SCALE rTAemm�MyG wPAa new r m' TRENCH am a� owe. No. �� Har ear KL U."1 A'm. aiiACARD-',"*, MAocN Two - BACKFILL CITY 180 -. Hwa _.�. �__ MMaW► MR - - 24" X 24" Catch Basin j Requirements I OSPSC Section 1108.0 T011 Vic%Y Top View Catch Basle' Catch Basin Cral 24. _ - synuc Hinged Cleanout Side Viev. Crich Ilasin - ..... ......................» Finish Grade 2' Approved metallic Ilingcd �.�' . Outlet pipe and fittings are r � required %hen depth Cleanout 12" I f /is less than 12" to top I IUga %gilded Water �[ oft„Pe....... I! ......................... _ . ..... ..... Looted steel Level �Approvew _dapter fitting cun%tructwil 6" min \ yseal `\_. a mi required required Approved non-metallic pipe and 'e - --- -to -- -r fittings may be used when installed deeper than 12" to top of pipe ".._ NOTES I ► Catch basins may bl: square or round provided required dimensions arc met 2) Catch basin outlets shall be between 3" and E" in diameter Larger outlets require prior approval 3) Catch basins, storm scwct piping, and rain drain piping (cvtcrior building storm drai W piping) shall be silted in accordance with Tabk 11-2 of the OSPSC al 3" of rainfall per hour d) 1'r vur wire, IK p. strarded copper and green in color, IS required to be installed In Trenches contamu%p nim -metallic storm sewer piping. 5) Grates shall be designed to support all anticipated loads and shall be designed to prevent hlcycle and %%hccichain tires and %%heels from entering or hccoming entrapped (i) Cutch hisin L leanouts must be gas tight when th. catch hash connects to d combined sanitary and swrlu .ewer system It ;. I!ljll!ji�lji?Ijl ! jijllljljlji ii'?�I�I�i11i _-_ 7F- iff . IT I ff.__._ • fl, jl1iltltf _ i (LLAT I1u11� 1!1111 11 I t ,iij!,11•, t 1lttllll111jnu1'!ITjI'ntllll'nllllln!u1l!"ll!"Ilii"IjI+I!!Illlilll;Il" (, fl !j•111iIll�:,, I _ s CLIENT ALL CLE~ MATEM- To CIE SAME AS CARIMP. PIPE. MW -- 4' CONCRETE - Mr sWacAI. PLUG sste, ._ GLLMQUJ_ I -CONCRETE PAD REOUIREO C.IAa9 leap r;ONCaeT[^ IN PAVED AREAS ONLY Mt CIHA1."X run - AS SPECMIEL� 1' iaw LAJ ----4 CAST IRON LRAML 4. howl FILEWMIE APWMD002.DWG SAwOUT SURFACINIG z rOPSUk �- --- MATCH EIe$71ND MATERIAL OR AS -MELTED -' T� ,ASE MATERIAL Y a x o y 0 Q J CJ V1 W W m Z owa � a CN Q N V Ujj 1 06 mILL a a- 6" 6" MIN � 6" MIN 6' MIN BEDDING BELOW - fj* " -.'ft _ T OU TS,DE Of PIPE BEL. r_ M m�� 0 tRENCN 1OU4DAnUN d �I Q 5TASUli ATION, AS REOt1IRLD a ri NOTE: 1. SURFACING OF PAVED AREAS ShALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. -- `�----- ------ --- if ram ar NO SCALE rTAemm�MyG wPAa new r m' TRENCH am a� owe. No. �� Har ear KL U."1 A'm. aiiACARD-',"*, MAocN Two - BACKFILL CITY 180 -. Hwa _.�. �__ MMaW► MR - - 24" X 24" Catch Basin j Requirements I OSPSC Section 1108.0 T011 Vic%Y Top View Catch Basle' Catch Basin Cral 24. _ - synuc Hinged Cleanout Side Viev. Crich Ilasin - ..... ......................» Finish Grade 2' Approved metallic Ilingcd �.�' . Outlet pipe and fittings are r � required %hen depth Cleanout 12" I f /is less than 12" to top I IUga %gilded Water �[ oft„Pe....... I! ......................... _ . ..... ..... Looted steel Level �Approvew _dapter fitting cun%tructwil 6" min \ yseal `\_. a mi required required Approved non-metallic pipe and 'e - --- -to -- -r fittings may be used when installed deeper than 12" to top of pipe ".._ NOTES I ► Catch basins may bl: square or round provided required dimensions arc met 2) Catch basin outlets shall be between 3" and E" in diameter Larger outlets require prior approval 3) Catch basins, storm scwct piping, and rain drain piping (cvtcrior building storm drai W piping) shall be silted in accordance with Tabk 11-2 of the OSPSC al 3" of rainfall per hour d) 1'r vur wire, IK p. strarded copper and green in color, IS required to be installed In Trenches contamu%p nim -metallic storm sewer piping. 5) Grates shall be designed to support all anticipated loads and shall be designed to prevent hlcycle and %%hccichain tires and %%heels from entering or hccoming entrapped (i) Cutch hisin L leanouts must be gas tight when th. catch hash connects to d combined sanitary and swrlu .ewer system It ;. I!ljll!ji�lji?Ijl ! jijllljljlji ii'?�I�I�i11i _-_ 7F- iff . IT I ff.__._ • fl, jl1iltltf _ i (LLAT I1u11� 1!1111 11 I t ,iij!,11•, t 1lttllll111jnu1'!ITjI'ntllll'nllllln!u1l!"ll!"Ilii"IjI+I!!Illlilll;Il" (, fl !j•111iIll�:,, I _ s CLIENT ALL CLE~ MATEM- To CIE SAME AS CARIMP. PIPE. MW -- 4' CONCRETE - Mr sWacAI. PLUG sste, ._ GLLMQUJ_ R lK>INI. FILEWMIE APWMD002.DWG SAwOUT SURFACINIG z rOPSUk �- --- MATCH EIe$71ND MATERIAL OR AS -MELTED -' T� ,ASE MATERIAL Y a x o y 0 Q J CJ V1 W W m Z owa � a CN Q N V Ujj 1 06 mILL a a- 6" 6" MIN � 6" MIN 6' MIN BEDDING BELOW - fj* " -.'ft _ T OU TS,DE Of PIPE BEL. r_ M m�� 0 tRENCN 1OU4DAnUN d �I Q 5TASUli ATION, AS REOt1IRLD a ri NOTE: 1. SURFACING OF PAVED AREAS ShALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. -- `�----- ------ --- if ram ar NO SCALE rTAemm�MyG wPAa new r m' TRENCH am a� owe. No. �� Har ear KL U."1 A'm. aiiACARD-',"*, MAocN Two - BACKFILL CITY 180 -. Hwa _.�. �__ MMaW► MR - - 24" X 24" Catch Basin j Requirements I OSPSC Section 1108.0 T011 Vic%Y Top View Catch Basle' Catch Basin Cral 24. _ - synuc Hinged Cleanout Side Viev. Crich Ilasin - ..... ......................» Finish Grade 2' Approved metallic Ilingcd �.�' . Outlet pipe and fittings are r � required %hen depth Cleanout 12" I f /is less than 12" to top I IUga %gilded Water �[ oft„Pe....... I! ......................... _ . ..... ..... Looted steel Level �Approvew _dapter fitting cun%tructwil 6" min \ yseal `\_. a mi required required Approved non-metallic pipe and 'e - --- -to -- -r fittings may be used when installed deeper than 12" to top of pipe ".._ NOTES I ► Catch basins may bl: square or round provided required dimensions arc met 2) Catch basin outlets shall be between 3" and E" in diameter Larger outlets require prior approval 3) Catch basins, storm scwct piping, and rain drain piping (cvtcrior building storm drai W piping) shall be silted in accordance with Tabk 11-2 of the OSPSC al 3" of rainfall per hour d) 1'r vur wire, IK p. strarded copper and green in color, IS required to be installed In Trenches contamu%p nim -metallic storm sewer piping. 5) Grates shall be designed to support all anticipated loads and shall be designed to prevent hlcycle and %%hccichain tires and %%heels from entering or hccoming entrapped (i) Cutch hisin L leanouts must be gas tight when th. catch hash connects to d combined sanitary and swrlu .ewer system It ;. I!ljll!ji�lji?Ijl ! jijllljljlji ii'?�I�I�i11i _-_ 7F- iff . IT I ff.__._ • fl, jl1iltltf _ i (LLAT I1u11� 1!1111 11 I t ,iij!,11•, t 1lttllll111jnu1'!ITjI'ntllll'nllllln!u1l!"ll!"Ilii"IjI+I!!Illlilll;Il" (, fl !j•111iIll�:,, I _ s CLIENT V Z MW ui LAJ W X U � �UCr Q 00 Q Q LAJ V > (D C'7 wUJN :D CTS 1-4Q m U �- Ln 60 0 LIJ Z = LU Q CL O PRCUEA, f U `r O z* z virr W �0 LIA w _j w xJ CC W OO v LLJ a. _ O MCC 0 3 cal a-- © LL t) Z I- ::) DIRAWING TITLE l ' w 1 Ow i A -V=im I REVISIONS -- A 18,465 OREGOIN S�7e R� VALID THROUGH 12-31-00 PROTO DATE: BLDG. n VF 9 j SUBMITTAL �'1 DATE: �;� S0L Lair` DATE: CKE NO. EVA NO. SCALE: SHEET -4 ___ C F1 Cl t TO SCHOLLS FERRY ROAD NO 4 1 0 0 a BUILDING PLANT LIS E Note: All Planters To Have Automatic Inground 1 Igation System. ;3 ` I ` ! I o ME If this police appears cleaver than Ihe JUN 0 2 2000 document, the document is of marginal wmlih (111(_'!'(1lllllll'ti owl INCH f NA7-ii`IT Ii i ti Tt -Ir MADE IN CHI �; , ��; illll!Il,ljll„VIII, I.IIIII�jIl.::Ulljl,l,l:ill,j,:, ,,,111,,,1 (IIi.,..11.,l,...ill..,.,,l.III,..!Ill.,li,,,,lI,.I,..II!llls...11lllr rIIII11!i!I!lttllllillhlllli!!!!IIII!.!!!!III!.!..!IIII.sII!I!Ilii�ihlll,:,.!II„�:::�Iltlj.::...,I:I�::,J,111::!:,t!��:.Ilt.t::,tIIL::I:.11lllli,„I,II,. zl�� leoloo, O t a (1) D m z C: m I` - U Lr) a N ' a C14 � W W cD Z U Z M N 0- ! QD X o a V) �Z W 0N 1•Z C14 - "r d O 1* d! r W o M 3 a Li O N � W r� � Q Z O t^LAJ T: D M a C I WNT r Uj wC) =a 00 rr Z J N I LLl O � V �r ) ti Q w Z •e LII F- Q C Z =>, cr 0 O I>ru�.tLr I i Q OWrn U z � Vi CC C Z ix LL 0 W _j _ c �w40Q� qo cn< : DRAWING PTLE REVISIONS STAMP d 1%/ ,r , 1 !Li -I ROBERT . KLAS r, EA EaT'6f+. �. OF PROTO DATE: 2-15-99 SUBMITTAL �,1� F1►�f` 0 DATE: 2-- -- - 3 BID DATE: CKE NO. 95171 EKA NO. 98-98 C SCALE: 1 / - 10, SHEET L-1 ! Symbol '',) Botanical Name Common Name Size A Acer Plat. Crimson Sentry Crimson Sentry Maple 2"cal. B i 6 2 Arctostaphylos Uva -Urs] Kinnikinnick 1 gal. C 5 Buxus Sempervirens Boxwood 15-18" D 1 Chamaecypar]s Obtusa Compacta Compact Hinoki 6-7' E 5 Mahonla Aquifolium Compacta Compact Oregon Grape 5gal. C F 16 Nandinia Domestica Compacta Compact Heavenly Bamboo 5gal. G 9 Pinus Mugo Pumilio Dwarl'Mugo Pine 21-24" H 39 Prunus Laur.Otto Luy"en Otto Luyken Laurel 24-30" I 19 'Thuja Occ.Smaragd Emerald Green Arborvitae 5-6' C J 3 Viburnum Davidi Same 5gal. K 5 Viburnum Tinus Spring Bouquet Spring Bouquet Viburnum 5gal. E Note: All Planters To Have Automatic Inground 1 Igation System. ;3 ` I ` ! I o ME If this police appears cleaver than Ihe JUN 0 2 2000 document, the document is of marginal wmlih (111(_'!'(1lllllll'ti owl INCH f NA7-ii`IT Ii i ti Tt -Ir MADE IN CHI �; , ��; illll!Il,ljll„VIII, I.IIIII�jIl.::Ulljl,l,l:ill,j,:, ,,,111,,,1 (IIi.,..11.,l,...ill..,.,,l.III,..!Ill.,li,,,,lI,.I,..II!llls...11lllr rIIII11!i!I!lttllllillhlllli!!!!IIII!.!!!!III!.!..!IIII.sII!I!Ilii�ihlll,:,.!II„�:::�Iltlj.::...,I:I�::,J,111::!:,t!��:.Ilt.t::,tIIL::I:.11lllli,„I,II,. zl�� leoloo, O t a (1) D m z C: m I` - U Lr) a N ' a C14 � W W cD Z U Z M N 0- ! QD X o a V) �Z W 0N 1•Z C14 - "r d O 1* d! r W o M 3 a Li O N � W r� � Q Z O t^LAJ T: D M a C I WNT r Uj wC) =a 00 rr Z J N I LLl O � V �r ) ti Q w Z •e LII F- Q C Z =>, cr 0 O I>ru�.tLr I i Q OWrn U z � Vi CC C Z ix LL 0 W _j _ c �w40Q� qo cn< : DRAWING PTLE REVISIONS STAMP d 1%/ ,r , 1 !Li -I ROBERT . KLAS r, EA EaT'6f+. �. OF PROTO DATE: 2-15-99 SUBMITTAL �,1� F1►�f` 0 DATE: 2-- -- - 3 BID DATE: CKE NO. 95171 EKA NO. 98-98 C SCALE: 1 / - 10, SHEET L-1 BUN 99 UU 160 C;AKI.'S JR 1 z I as sw SCHou,S FERRY RO Pg 32 of 52 LP t TO SCHOLLS FERRY ROAD i ► ilii i��i�i�� L��i��,�j:;� r` i ��i�Eiii,ii�� ilffill;llllli41111lllllil111;1111.i1ili11iIlii11ii111I!I11{IllI�1111IIIId ' I w ,� -a 11::.11 / 1u ... 11 IIIIIIIIIilll�lllltliliily 1111 1 � � .�i TIF 1111 n h 111111 -- f1- � 111 � hiIIIIIl11litlll! D cl) T� IN T— ui F �J' F— = 10' r` Y Lij u� n. ca v� o (V Q I (0a � W Z W z � C) G� g � mU M "q - Imo- u') M ll1� a- L)w7 C�d ' 00 Atx W W F— Q V) r z � co O U W M N W > N F- Q Z d F- <T; t d ,1 a c1c Z cr ul c Z Z M In 3 0 � N a: W W LL, cv m a F �J' F— = 10' SHEET Lij Q (0a 0 C) G� mU "'r "q - Imo- u') M ll1� L)w7 W F— Q l t_ O co O IIpr_��jI ILL) 0 F- <T; LLL � Z cr ul c Z p LL 0 In F- LLJ `COOQ) LL, oW�c V 0 M3� 0 a C3 U) F— Z S DRAWING TITLF. REVISIONS 4 STAMP DFAVE•PTtN4.91tk 0 t OF p-,:- PRO70 DATE: 2-15-99 SUBMITTAL R 9 1999 DATE: BID DATE! CKE NO, 95171 EKA NO. 98-98 C SCALE: 1" = 10' SHEET L-2 '99 00100 (_ A K 1, S J K 14 SW SHILLS RY RD I'k 33 of 52 00 - - - - FINISH GRADE -TURF ---2X4 WOOD HEADER -ROUGH ` - SAWN REDWOOD EOR2 P.T.D.F L ` 1 X04 OR 5 ELAMS3/8"X4ARDWD. �- FINISH GRADE -GROUND COVER ---- --NAIL HEADER TO 2X4 STAKE. STAKETO BE 2X4„ REDWOOD OR P. T.D. F. 10 -0 O.C. MAX. -CHAMFER AT TOP -TAPER AT BOTTOM. IVHERE PLAYGROUND OCCUR $- SITE PLAN- PROV. GRAVEL _SUMP PER DETAIL 2/A-2.1 SECTION r---- SF LICE PLAN v�= "L ---2X4 ----1 X4 OR STAK S SPl IC P.T. BLOQ,K-RDWD. -1'2 LONG W HEADER DETAILS NO SCALE K 9 IRRIGATION NOTES: 1. IRR{ > LDO �NURE 100 PERCENT ILVEIGE• ENTS 2. IRRIGA TIpN SYSVS M TO CONFIRM TO SPECIFICATIONS AND STATE AN LOCAL CODES / 3. APAVEDCAREAS TOB EUSCF�, 410 FF' Iv�C'� UNDER a C PTI U UTIL N PAA EICE AAR D PR _V h LOVER P AR T BUIL REEOF A17DC I TOLFIT TFIELi:XI IST M11GfiE DI TION. ADFTAADS TO SE6 ll lcaTlO CA SPECIFIED 6. OPROM APPROPRIATE AG FNCRESTAS RI QUIREKTiONS 7. C�NDE CON�iF R RA WIRE A� N�S� E T?X pI TI' m -PR SC 40 PVC PIP 8. FRAINBARIJU PC SCRTEE�NNS ON R�rINIRD H1806ADSE 9. CONTRA6TARUTODAIYJUST IRRIGATION HEADS TO KEEP MENU10. AIRHGAAI DS WIP�%TCHI7C7 �AC`PNCILIST �W� N� B WRITTEN N OTLES G ROOT BALL --WATER BASIN FIN GRADE �_ ` - PLANT TAB BgACKFILL MIX -(SEE 0 - SPECIFICA MONS) ,�---}- 2 X CONT. SHRUB PLANTING 11 ,/2~=10-0. 5 _ 0" 22,r " PT� RUSTXBfOC '!, 1 "Y" STRAINER AND FILTER R.P.BACKFLOW ASSEMBLY SHUT --OFF 6" NIPPL ELL BRASS UNION FINISH GRADE BRASS NIPPLE A APT TO MAINLINE A REQUIRED. G TREE PLANTING C�o ocOPOLE4 _TREE 3� do o PREVAILING WIND L61[ IP01 S RIVENGTO UNDISTUR4 D OIL. vGREEN RUBO/A` AROUND TREE TRUNK --NAIL TO LODGEPOLL -- ROOT BALL -WATER BASIN FIN GRADE E PLANT TAB —BA KFILL MIX -(SEE SPECIFICATIONS) 1,-2 X CONT. 1 1/2 111111=110— o~ k 1 CONTRO` BOX WALL 'IOV E�ESTRICAL IN C NDUI Y G. C. C8NTROL MMON WIR AND C WIR CON UIT aY G.C. TO SUT RDA B ��DEWALKO.R' �- FLOOR lit i:� - 1--__ - WALK WIDTH l IRECT BURIAL WIRE s L 0 EMOTE CONTROL. VALVES. NOTE- A��Sc�NN r: i�gN rp�SS %%'IRT o ljr N S NOTE: SEE WIRINGA70F BE INSTALLED ED IPERRCODESNS. BACKFLOW PREVENTER ____jNO SCALEE6) CONTROL BOX NO SCALE 2 r MUTE: Tl�PVALS.PRU VIDE EXPAN. II�H IC�ILS AT EACH - rzOUND PLASTIC pox AND IN II � Q COVER. C,QVkR TO BE WIR ONNEC I ION IN VA�� . BOX BY WRAPPING MARKED IR IGATION GATE 18 0 WIRE AROUND 1 2 dIa.PIPE . FIN GRADE -LAWN , 1" IN TURF AREAS-RBSXTANGULAR VALVE FIN GRADE-GRND COVER 2" IN SHRUB AREAS ----WATERPROOF WIRE ON Er:T RS- � R EQUD LSN AP TI TE ELECTRIC CONTROL PVC MALE ADAPTER - VALVE - �---- — GATE VALVE--- - c� THREADED UNION-- - _ DURA OR EQUAL -- -PRESSURE MAIN LINE PVC SCH.8 TO SPRINKLER PVC SXS ELL �. =- COMMON BRICK --2 EA. COMMON WIRE TO 80CSCH ?AMERCONTO LLER ---PEA GRAVEL-MIN.2CU FT. E MIN. p" OF PEA NOTE: GRA L HAONDWHEEL.. FOR LARGER AND MN L, zR o. USE - ��` -MAIN LINE FITTIING W/THREADED OPERATING NUT. 1 1 OUTLET. CONTRO` WIRE TO CC�ivTRGLLER GATE VALVE I NO SCALE 7 CONTROL VALVE. � NO SCALE - --- ---TOP OF SOIL ---- TOP OF SOIL AT SHRUB AREAS - QUICK COUPLER //----POP-UP SHRUB HEAD (- _-- - - -- - TOP OF SOIL -- AT TURF AREAS CURB OR WALK I, --CURB OR WALK 6 NIPPLE --AS REUUIRFD NIPPLE --AS REQUIRED OCH 80 - i 1 TxT 90deg ELL TxT 90deg ELL LEX 90deg STREET ELL. Z__7___PVC \_ MARLEX 90deg STREET ELL SCH 80 6" NIPPLE - -- PVC SCH 80 6" NIPPLE :RAL. LINE FI -I TING _ LATERAL LINE FITTING NOTE: /ALL LATERAL ONES SHALL BE BURIED A NOTE. ALL. LATERAL NINES SHALL BE BURIED A MINIMUM OF 12 LlEEP BELOW TOP OF SOIL. MINIMUM OF 12 DEEP BF -LOW TOP OF SOIL. (VERIFY HEAD LENGTH FOR MIN.PIPE DEPTH) (VERIFY HEAD LENGTH FOR MIN.PIPE DEPTH) POP—UP SHRUB HEAD NO SCALE: (121 QUICK COUPLER _TNO SCALE Il � .�,r. ten,. ....r, .:. ,p. a++- Tn^•* r*."7???'!�'r1I'1 Rk"*ear +rC.+„e a� �n�11g,•uwr .. -,,u ;q .•H;, -._u... —• s If (1115 Il( •five appears dearer than the JUN j) _.,�tl �. 1 n1ic:ro i I med dticument, the document Is of mar �ul�ll (u IIII r � « � '►',ml �iINCH MADE iN CHINA 41 6I' rl 'iliilt rlrrifl rl uI i ' ,li!!!!!!!li!!!�!!!fi!i!!illlll i;!i i!liilti IIII ..,.. i I: flillu, .II„t11,.! 11lr+!ll.I�rfsllfllflrrrrlll ;. ., 3 T( --IP OF SOIL POP--I_IP ` PRA �' HFAD CURB OR WALK NIPPLE -AS REQUIRED SCH 80 TET ELL )Odea STREET ELL L. ------LATERAL LINE FITTING NOTE: ALL LATERAL ONES SHALL BE BURIED A MINIMUM OF 12 DEEP BELOW TOP OF SOIL. (VERIFY HEAD LENGTH FOR MIN'.PIPE DEPTH) POP --UP TURF HEAD INO SCALE '�- U � (!1 � cG Z M g H n a � t x h z O U W as N N Q Z N t W r O I,Q r 3 l o o N I- W W IJl >w 40 Z `m (L Cl SENT F_ z LLJ ( w p CC O E Q CO t C > co uj 00 w � O Cn q wFw-d � Cr- 0t=O FROJECI • 09 O Cr po v >_ Cr CC Z u- 0 Ln 0�� , 141t _j Cc 0 V u p fn CC �► � of DRAWING TITLE J 0 z O 0 ~ z REVISIONS L STAMP + �uaExJ R. ►tins {� FAVERTON, OREGON .� PPOTO DATE. 2•-15_99 SUBMITTAL A`'R 9 1999 DATE: /;� 20 — BID DATF CKE NO. 95171 EKA NO 98-98 C SCALE: AS NOTED SHEET III TO SCHOLLS FERRY RC AD a CJ W z (E) LP IN -GROUND ACCHOR EMBED INTO CONC. FT•G SEE SITE PLAN FOR 0 A TI ON) -- NOTES I) INSTALL BIKE RACK AS PER MANUFACTURERS RECOMMENDA SONS 2) PROTECT BIKE RACK SURFACE FROM DAMAGE UNTIL COMPLETION OF PROJECT U M11 to r'%IL 140. wL -4 ♦ y -Vo u y -U c] I IVy1CJ: I -� — - TYP. « HANDICAP RAMPS TO BE MARKED & SCORED PI -P, STA FE, 7—FEDERAL IND f I FEDERAL & LOCAL REGULATIONS.M. I \ \ / t- U " C, I FIANDICAF LOADING 7.ONE SHALL BE Ph!NTED W A 4 WIDE 4DlBLUE BORDER & A WHITE INFIELD - SEE SPECS. t� LS - ( DRIVE--THRU & TRASH ENCLOSURE CONCRETE. SLAB SHALL HAVF INTEGRAL COLOR FINISH (BLACK). I TRASH RECEPT. SWJ- I b (TYP. ® 4) - ( \� -' Sim. °O �? I ALL BIDDERS SHALL PHYSICALLY VISIT THE SITE & VERIFY (BY OWNER) ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. LS aTORM DRAIN NOTES: MENU SIGN & r � SPEAKER POST ypo 1 C7 S �'`', ,/ // SEE CIVIL DRAWINGS FOR STORM DRAIN INFORMATION AND CURB OPENINGS. f " I ` ;\ Q T )OOR AY LS I I 'LS 4" C NC. SLB SEE SIM r • W I ��i / mm PHONE; 4 SPACE TYP. �— rvt -< OD. I I t I EN K LER� C K COMPACT COMPACT COMPACT H .�- - NOTE ROOF TOP EQUIPMENTS IN V I z WELL BEHIND f5-0" PARAPET Ll 4" WIDE PAINTED "TRIPES 0 24 CARL'S JR.. I rF I — 4 WIDE PAINTED 3,050 (89 SEI'.'S) STRIPES TYP. r I RAMP " MAX. BLDG. ,AT. = 25-0-TYP. i - -- - SIM. �---� 30' G', 5'-0 10,-0 1 I a, 5„ I ; o' r," 6'- 7" I 18,-0, / 25'-0" 17' 4'-0" 25' ) n' 0" I U 1 I TT 4 CONC. SL;,B (COLORED . . BLACK)ON 2" SAND BED _ _ -- -- - - ---- -- / • W� VAPOR BARRIER ON I LS 4 CRUSHED ROCK BASE I _ ® m ® �_ _... .._....._ __._ _._ --- CO o 1 —� `~� -I LS o RECYCLE BIN • TR� -------- _ _ _ -- .l 11'-4"X19'-4" ADD CARL'S JR. LS __� f- t I SIGN EXISTING r X 1 T --- I-�— -- -- MONUMENT SIGNKAV --- L5 EXISTING DRIVES TO REMAIN (REPAIR AS REQUIRED TO MATCH 1 AREAS OF NEW W(9K) - - - I SIGN•v � �� ~" GREASE INTERCEPTOR PAINTED TEXT PAINTED ARROW (TYP.) .�.. _ PLAN A-yI ccq z 4 HUN 99 UII 160 CA JK EXIST G. PEDESTRIAN WAI.I/ THROUGH SHOPPING ('INTER 12144 SW SCHOLLS PERRY RD Pg 34 of 52 r If this notice vppears clearer than IIIv AN 0 2 2000 document, (lie docul lent is of marginal quality. u 1)11l'fOlI�IITI'li ll( 1,mADI!r i !INCH' INICMINA 1 cm = 1 1! 'r: 167 -T7' -. -TT Ti ___-.T.`_ If ! : II II I I illll I Illi Til llII Iiiilii 1 1111 I illi liii' iilil ii'I,�! i ''iii '' "( l' ' '' ''I ll ti 1 "I "'1 llflu Ilnlu 1 �� i lit Ilu Ilei nIl„ Ill ll (n l ! 1' 11IIlIl►llllllllllll,.lL,III,�II, IIIIl.I,!!IIlIIIL .Ilil,l,!-lli.- J ,... ..iL1,l„I.I,IIi, .Ii. ,II,,..I„I,. ,!!,1,1,..1!II� null!!i,Ii11lIllh!lnlln,!l!i!IlI!,1„Isll.,n,!Illl,lnlllilllllillli„..IN„ ,.,lsl,sl,,,... I.II„s:I,II..,II ,lls..�„II,,,,,,IIII„ I,IIIlIIII,,,l,11. U � a ,a N I m N W ca z M a V) O 'G Q W O ILL. N O ~ Z t` W W N = Q O 0 t 0 1 Q .- LAI It m It f Q r O to M N W ' In > z o ti W T (D m t1 CLIENT U) C.0 LL� z ui W C) w CC J i cr 0 cr Q C10 cr w z w 00 ZC\j CD W 0 CO Imo.- M LLJ ti C3z , w t-- Q CL u - z cr 00 0 PROJECT Q 0 tr cr .� c z C)F�° •� �- J � w < 0 0 a, P_ UO �o We 0 y 0 z a Cn P �D DRAWING, Tilt -1, uj co REVISIONS - IN I✓ 0 STAMP r '�,2 ROBERT R. KLAS OF PROTO DATE: 2-15-99 BLDG. 10 APR 4 lgfq SUBMITTAL DATE: 810 DATE: CKE NO. 95171 EKA NO. 98-98 C !;CALE.. SHEET A-1 If this notice ;Ippear% cle;Irer than the JUN 0 1 2000 document, the document is of marginal duillih. I]lCC1 111 !� !!;!I;1 lijl'lli'I ! 1 I II! I ►�I !illi !I!I! !'! ! ! !! �C_ I'IIIIiII-II„I1'i,1i1I,(I,I,II� !3 —T- I „ _ Iit111I l, 1!1iiiIiI""lI Ii!�lI!I!�� I,i 1 I'! i II III I' ►E.l; i ..'Ei I..Ii,.I1,1l.i ..l,iii.l',.lifliiLi 'IlIl!i I!I,!_I II i i! "! I"I ±� ! I► 1.,l. 1iINCN MOIN ! ~� �IWill !1�III ! n. ,. yr .. '..'•�4M '.. ,;,1;.1 Y�1,.'u,�.. .f.'. '+iLi..UW�.��•�fY '.....�.M 'YY),' h.r..„Y �'..1N.. �.. -: ..M ...•" .J� w d.. .. ...,w 4 BAR x24 AT 24 O/C --PLUG WELD TO GROUT CAP U (i 2. PROVIDE G.F.I. RECEPT SEE "E" DWG CHANNEL - - 2-4 BAR TO TOP OF I ( —' l SOLID GROUT ALL CELLS 1 -- - __ _-----_.__._. NATE; VERIFY DIM'S 1/2" R A.C. PAVING & BASE - SEE GRADNG PLAN V) w 0I N _ 1 PROVIDE HOSE BIBS '- WALL 2 - #4 BARS CONT. o "� - ( ) W/CIVIL DWGS. 1/2 R-TYP I \ g N SECURELY FASTENED TO WALL AT +5'-6" "P" - - - a C5x9x8 -0' LONG FLUSH "- TOP OF WALL -- � �' ---- -- �4- - Z COURSES BOND BEAM BLOCK FIN. GRADE TO BE l" BELOW TOP OF SLAB PLANTER WHERE " �E I - 35'F E -F RN & �N G x d SEE DWGS (HOT) W/ N t3? g 6" 1 GRADING PLAN 0 d SPEDr W0) - STEEL GATES -SEE DTL.18 BLK-W/ HINGE WELDED " oFLUSH #4 BARS AT 32"0/C JOINT -BLOCK FILL O OCCURS ,�._____ �______ _______.. I _ . � / 3/8"R I I r N TO CHANNEL 1AND PAINT �a i 6" _ ( P __ uJ FW- Q CL rl �\ 3,-4 - J - - +c -- ---- - SOL. GROUT ALL CELLS PAINT GATES W/3 L- �� --- -- FINISH EXT.PER DET.22 --- - -_ - -- �" 6" HIGH CURB POl1RED - - �, ' I -==I -��^� - � I 2" ABV. FIN. GRADE 3 a o � V , MONOLITHICALLY WITH � W W Z W COATS PAINT 0/ 1 W 4" CONC. SLAB- w m a OR FLUSH ADJ. TO COAT PRIMER -SEE SPEC I SEE SPECS. .._�.� I I i I=IIII=IIII- lk = __ - CONCRETE - z I N r - TOP OF CONC. APRON __...__--- - #4 BARS v " �II II IIIIII II — -- � -;, I L0 & A.C. PAVING `�' �- TMP �I= TOP OF A.C. PAVING �• 13 �I IIII - I ' OOR CCURS WHERE: CONCRETE FOOTING c. A-1 a C -- --- EMBEDED "C-5"-2'-0" INTO CONCRETE -- --1- ' T' -z -� I HGT. OF WALL 15 DIM. 1 -III I A FROM FIN. CONC. PAVING- -----"*��J� EXTENDED FOOTING - " OCCURS AT CONC. OR $ A.C. PAVING. *SEE DTL 11 THIS SHEET. - ------ INSTALL ;OLD JOINTS AT 3U -O/C PER 14N/A-2. l 17 w,^ , ! 12" SQUARE FOOTING +? _ - TT--- Ls - - - - - -- - p BCT. OF FTG. TO BE INTO UNDISTURBED *SEE DTL 11 THIS SHEET. _ _ _ _ _ _ NOTE: - ; ALL EXPOSED SURFACES VERIFY DIMENSIONS TO BE TROWELED ____-_.----- _ __--_.__ _. BASEPLATE, SLEEVE & GROUND SPIKE - FURN. BY MFR. A-2 m 41 ki 4 CER. I `�I ''' UNDER GATES I f " SOIL, 2 -O OR COMPACTED TO 90% SMOOTH W/ CIVIL DWG S-- " - -'k- e-.. _`_._ --- - DENSITY. 2 -6 " C A02 -D17 �E)jCLjoM A02 -D09 A02 -D05 A02 -DO! It o" �� SCALE I � WN�. SCALEI 13 �� SCALE' � � SCALE, � SCALEI _ 1 1 1/2'-' 1'-0' 1`' 1'-0' 1 1/2`- 1'--0" 1 1I2' 1'-0` 1/2RAm%E'' 1'-0' 7 ``,SC pp �� 4X4 1/2 HD m - — -_-. BUTTS - � k BOTTOM . WELD i 4 1/2- TO ANGLE -z.z w 1 0• e" s- o• s' PLATE To ANGLE - - TT• IT' I _- CONC. SLAB -SEE "C" DRAWING I ----- _ _____ 6"x6" 10 -10 WWM AT DRIVE-THRU SLAB AND STUCCO 0/ FELT W/ SCREED -- STUCCO SCREED -_._.__--__--_` _� _.__.__._.____--A.C. PAVING & ' SEE GRADIN LAN ' ` \ 1 -- O METAL DECKING, SMTL WELD - 3 ♦-4 STL ROD I TO ANOLE AT TOP T R & To m' srL. Rr"J WELD 4 FI/J�Nx.E: I I TRASH ENC. SLAB r ----- ---- - - 3/8 FIBER EXP. JOINT CONIC. CURB - " CURB FACESI �. 1 it -6. & TOPS TO__ 3 8"R LIP 'YP AL / / . O AiT 30'-O"O/C MAX.- I _-- _.-- ► n c---- -- -- - -- -- F P LI , V-4" %,-- -- - CRM, SECTION +'-�'-� SLIDE BOLT DETAIL s �--+' a _ RADIUS EDGES 1/4". BE TROWELED SMOOTH E EC WINGS - STEEL GATES -SEE ICAL DETAIL 't� (TYP. PAINT 1/2"R - SLOPE- _ - RK G�_OSS BLACK 1 1 Mr DECKING 16CV1. w/ sHT MTL SCREWS At 9-D/ C TOP. MTL S Ik SIDES. - - - - -- i 1, A B,% SEE C DWGS " E------- `�' - �_-- - - — V. FIN. GRADE - FLUSH -ADJ. TO `DFrim A-2 - - CONCRETE CONST. RASTI ENCL. - --- W/ 8"x8"x16` CONCRETE BLOCK ---- ---- - wWHERc BUILD.I: STUCCO I TRASH ENCLOSUI'E IS TO 2'a2•K /16. 5T TUBE AT ! � _ _ A cENrER ••�� 1 4• PU1TE•-ANGLE ^wo wEL.D _ —X X- - .- ---X ----T-:L-------:L--- �( �, .... — ._ .. ... _ . ; ' ' • ' • ' .a SEE GRADING PLAN t _ _ .______-----__-_------------ CONI_RE fE FOOTING t.____.__ _._ ( ELECTRICAL CONDUIT -- I'—TRAF � IC SLAB SIDEWALK I � I-=IIII—IIII—I [- 1 /2" DEEP, CONTROL I I I I JOINT ® 5 -0 0/C AT I BE STUCCOED TO MATCH I T6 z.z rueE el z.- ANcles EA. END SEE DTl SECTION •A• i _ �-) --IIII--III SIDEWALKS. III-=-III!---1i-IL _ INSTALL EXP. JOINTS SEE ELEC. DRAWINGS BUILDING -SEE EL"EV.A-4 EXTERIOR ONLY - ,, SHEET ' SCREWS 9.0/C -TOP 901104 & SlUES. GRIND FWSH - - _-_-____- - -- WHEN APPROVED BY =IIII- I -- DRIVE-TH U •, AT 30' -0" O/C PER DETAIL 14A/P,-2. � —._ •SMOOTH PLASTER FINISH I , 3/4• ao.r'eNE F Ut.) -- PROVIDE OWNER A 1 DEEP BY USE VERY LIGHT BROOM " � �l AB ELEV. 8" - ARE 'INTERIOR PER HEALTH l DEFT". PAINT ) � GTCH TO HOLD IN UP POSMON WHEN REQUIRED TO ELIMINATE DRAG 1/8- WIDE SAWED JOINT FINISH AT DRIVE--THRU MAY BE USED AND ONLY-- SLAB MUST BE DONE NO VAR:ES SEE v GRADING PLAN 7 'Y DIMEN�Il1NS ALL EXPOSED SURFACES � ; W CIVIL DWG S TO BE TROWELED - - 2-«2-x3/16- ST. ANGLE -WE► -D CORNERS (TYPICAL 4 S:DES) - , LATER THAN 24 HRS. SEE GRADING PLAN FOR DOWELS -SEE S-DWGS-------- SMOOTH _ ELEVATION -- C Dl�lrs ,ir-+'-d' SECTION D '` '•-' AFTER CONCRETE IS GRADES OF CONC. .AT POURED. DRIVE-THRU BUILDINGS FOUNDATION - - ,u A02 D18 ')1fIi- _ -- _- _ - nu,' ,11i) + lDf, A02-DO2 MI SCALE, 22 TRAw aA� SCALE, 18 EV��M� SCALE: 14 RAm � SCALE, �� --- S2#= 1 1/2'= 1'-0` 6 LE � BASE SCALE: 2 1/4'=1'0' AS NOTED 1 1/2`= 1'-0' 1 1/20= 1'-0' 1'= 1'-0' - �_-- -GONG. CURB 22 MIN. 18 GA. STEEL SIGN, WITH REFLECTIVE IN ADDITION TO ---- - ---- ---- - - - ---TOP OF A.C. PAVING OR CONCRETE - ----- 5 1/2 THK. C,�NC. " -- --- 12" HANDRAIL EXTENTION AT AND OF RAMP PER CA J-24 - -- -- -- --- I _ DEADED :OPY WHITE L+. LETTERS & MARKING ON BLUE BACK- PAINTED PARKING SYMBOL, PROVIDE A 70 SQ.IN. SIGN 1 ,�"R-TYPICAL / -- TOP OF FINISH GRADE SLA AT TRASH SNCL. APRON. -SEE GRADING PLANS SEE SITE PLAN FOR LENGTH LOC — 12" 3'-9" MAX. �i • - CONC. RAMP W/ 6 X 6, GROUND. LETTERS Z / MUST BE 1 " HIGH SHOWING H C / SYMBOL ONLY AT AT PLANTER IS 2" BELOW TOP OF " __ ______ THK. 4 THK. CONC. SLAB _ E- M t° 1.4 X 1.4 W.W.F. PER A.D.A. STANDARDS 'PROVIDE 1 MIN. UNWITTK1rn1ED VENWLES PARKCD IN DES"AnD ACUS` ^ SPAUS NOT D�ISRAMU rrsTINCAOSHM PtA(ARDS oR UCFNSE NOTE: SIGN TO BE EACH HANDICAPPED PARKING STALL PER TITLE 24 1 6 CURB.UNLESS AT -THRU. NOTED OTHERWISE N GRADING PLAN) -- - — CA EXit ED DS 4 X 3'-0 DOWELS PIAIFS ISSUED MP PFMONS WnH 04WILMUS WAY 1!E TOWELI 3 " 3 STL. TUBE " 24 O.C.) AWAY AT OWNER'% EXPENSE. LOCATED AT ALL DRIVEWAY ENTER. T(wLv VEHICLES I,1AY M RECLAIMED AT —__-- Of TEL r�NoN+Nc_______.__._ WHERE SHOWN ON ----- - AND A.D.A. ALSO PROVIDI= A I SIGN BELOW THAT _ — » 1 SLEEVE THRU CURB ® /4 - A.C. PAVING 0 / BASE-- SEE GRADING PLAN. �- - - 1 1 x 1 1 4" STL. TUBE •/ / " i 11�- --.. _ (Luool Lo- EnTOfW^,.Rt Agency) SITE PIAN. SIGN THAT RE:ADS- __- f_ ^ <v '" 111= i 11,- I ND OF SECTION I 0' & BOTTOM RAIL " n uj W W a S' C)PE 2 f g _ - - "VAN ACCESSABLE" AT STAII LEFT OF LOADING .i_0 E. ADJACENT TO BL G. - �- -:-IIII- - - - - Lul In N--------- ---- 1 1/2-0 G. I. PIPE WITH MOUNTING -. _ _.__ __ . CONCRETE CURB. - --- _ --- 2 3/4"x2 3/4"x6" TUBE t` EDIUM BROOM FINISH W/ STAMPED "DIAMOND I , HARDWARE:. PAINT �, 8 - INSTALL. EXP. JOINTS 9q,- -- -1E- SLE.• D_ FLUSH W/ TOP OF CONC.-FILL SLEEVE < PATTERN 1/4 DEEP GLOSS BLACK AT 30'-0"0/C __ _.._ W/ "POR ROK" - ' 12"0 CONCRETE " A ` SYMBOL 2�,COaTS ED 8M ALL EXPOSED SURFACES �OF CURB TO BE TROWELED SMOOTH. _ =m_i � I-�Tr--mr.-�=�T �- - I I - - _ _ _ -- -1 I I_I—_—_= I I�_I I I I- --I I I I� I I I 1—IIII _ `I I ---- I I� I I_—, PAINT RAILING W 1 / COAT PRIMER & 2 COATS GLOSS BLAC, ; t I FOOTING. BLUE FIELD AND W:-IITE _----__—.—______-- --I i —I I— I I I I �— I � ' BORDER AND SYMBOL -• _ __-.__-.-____-- ____ �c VARIABLE CURB HEIGHT ��' - - 12" WIDE BORDER WITH 1/4 DP X 1/4 WIDE - NOTE: SIGN SHALL i,a I I CONFORM WITH SECT. ,, I t ..2511.9 CALIF. VEH - - -- SYMBOL TO BE I N TF EQUALS 6" CURB FACE � IONS PLUS A.C. PAVING, V I DI%�'s CIVIL PLUS BASE 741C'XNESS. _ R" RAILING TO BE INSTALLED LEVEL ULESS OTHERWISE GROOVES AT 3/4 ON CENTER AT TOP Or RAMP �,J CODE/ SEC 11298.5 M I ----- - - - CENTERED ON WIDTH OF PARKING STALL -J SEE NOTE ON GRADING * THICKEN SALE? TO BELOW BASE AND PAVING. NOTED AO?- D23 AO DI9------- --�- 002--D15 -- -- PLAN. A02-D1I nn.' W1 no, 00 !, wwaW OM SCALE' 2 acs s SCALEI 19 o�'u�ooicr� MBA SCALE, -____._ 15 c prat. SCALE' 11 SCALE, 7 � � DuAL SCALD 3 • , _ • 1/4 - 1 0 N.1 .S. N[]NE _ 1 1/2 11-00 . _ 1 1/2 - 1/ -Of 1/2I . _ , _ . - 1 0 IT k . I __...__- -_- -_ _ -- �iL- - - II I of II II I, II -- - --._- _ » MENU BD ELECT -SEE E' DWGS /-__ " P.V.C. SLEEVE WM UNDER COUNTER TO 10" INTO DRIVE-THRU SLAB. -BY ELECT. ------- --- - 2'-6" TYPICAL CONCRETE WASH (PAINTED) - -- - .fes:_-_-__ I,,.,5 --- -- --- 4 DIAMETER STANDARD ; STEEL PIPE. FILL WITH CONCRETE TO TOP. ------- a - T I 8'-0"'ll __ -- - _ - �7 1 - - CLEARAf� 9 FT. _ - - - - -GROUT CAP _. SOL.. GROUT 2 COARSES LL 11.5 ; THAT CO IN REB II 11 ---- - ------ MENU BOARD CONTR. SEE "E" DWG'S - -__ ______3f_6" AT WALL OR R �- __---- u II 1 III -- CONDUIT TO PASS- ADJACENT TO BUILDING 1 PRIME AND PAINT HIGHWAY YELLOW ''`3 9kM h•,.JE sm-eY (wNER - �y -- --- -- -- 2-# ARS 2 ND o w BE CQ E n h THRU WINDOW -SEE » » E DWG'S a - CENTER LINE OF PASS- " -- - ------ 4 WIDE_ PAINTED STRIPE SEE SPECS - 2 COATS d SLOPE FOR UNLESS OTHERWISE `r 'h NOTED. POSITIVE - 1• SCH.10 bfACK PK'E wrtH wELOEn Faro GPs �\ I a Ur r a I _ _ _. B T O/C_ '- I i 56" » » » 112- PVC SLEEVE TO J BOX BY / „ " , ELECT. CONTR.--SEE E DWGS �`• ��, - !��` THRU WINDOW REQUIRED -- . DRAINAGE- TACK COAT PAVING �- -- CONT. A TO CONCRETE, 1-1/2-X.3/4-XI/6- HOT ROUJM \ c"M'"ET "'EL° r° PIPE - - - VAVrrY CAM ASSEMBLY Q CL1. ALT O W IL u,1 " vw) w : ' CONC. BLOCK I I STUB 10 INTO DRIVE-THRI SLAB N __ _ ._ -- ... -_ 0 x8x , 1 n II 1 n II II II AREA �\` `-�r =------------------ - T ------_ --------- -- , I 11 I� --- ------ -- THICKEN A.C. PAVING _ o I > BUTCHER BOY V-6(7/197 —. 1/4'X4' HOT ROLLED FIAT -NOTE 1. - -1 _T 4 colo tvol.L,Eo Roo �\ / ' I x - � ; tO w v ---...-- 0 OF A.C. CONC. " 2 ! E LANDSCAPE- VARIES GS '� f -__ 6 GONG. WHEEL STOP -IF OCCURS --SEE It ii Il ii 11 I It SITE PLAN I N I 1/41(2- HOT ROILED FIAT -NOTE I 1 -6 .- !4 " II 18 _ __ _ i I' JI �T - 3•x4.1 LB NOT ROLLED (,• MNEL �,--- -- --BAR CONT. II ;I II ; (`\ ' ;` I^ I I _ _ II � II 1 ' - I \ ll l N -----------___-_ 5/8- DIA.X 24" ROD Z g - e -6- D(TENS'ON SPRING -•5.94 Ib. sq In. ATTACH TLT C►41NNE]_ AND PIP- --- 2-1/2- SCHAO 9LAC+( PIPE WITH , _�_- _ = �-- - - 2 ' AT LANDSCAPE & 2" I I A C PAVING IC' - 3 1/ �.� =�.��;s�� -_ JJJ _ - I =� --_ _----=-=_____- _= I =�L =--- =a� _ -- 18" 12" 3 PER WHEEL STOP �=' I (TYPICAL) 2 u l Q LL �� Ln ,' (� ___ CONCRETE BASE a . -. �p + GP 1. WELD FIATS TO CHANNEL AND CHANNEL M PIPL SECURE MWY C TO IIII=IIII - ! ` I AT CONCRETE , Iwl C� 5 ® 3 � BLYY FLATS wrrm AM NUTS. -- - 2'-6" AT 3' HIGH WALL ELECT. TO I — COORDINATE � — ----- --- " 4 CONC. WHEEL d Q° N n 2. PAINT IL.L EXPOSED---- >; PIPE AND 3'-0" AT 6' HIGH WALL SPEAKER BOX _.F' / PVC SENSOR LOOP (BY OWNER) INSTALLATION OF STOP PER STALL -IF' OCCURS -SEE SITE PLAN a 1 c" 04 STEEL AND PAINT ASISs LAND NOT PAIFTr CAM Asir. AND - - - - SPEAKER BOX - - INSTALLED ON DRIVE-THRU BASE. SENSORS W/ OWNER L1. SDO PPRINNG - ---- - - AT 6' HIGH WALL - _- - -' --- - LENGTH - SEE SITE PLAN CUT BACK WIRE MESH 6" AROUND LOOP. ----' --- ---- -- - EXTERIOR WALL " -- A "' `', -- 3. IiOT10►1 O1 DRIIGN m BE AT t)' -o• ABV.oRIVE THRU SLAB. 1 AT 3 HIGH WALL __ 0'0/C t' v�+ uu I,Iu t_ AItL .1tt tst.l-11-6"_ 12144 SW SC'HOLI,S - -------EDGE OF SIDEWALK OR PLANTER CURB � - _ - �. __-_____ -- BUILDING SIDEWALK, WALL -__--.------ - DIAMETER - 1' fAN BE ORDERED 4 ENTIRE THRU-KIRK ---- IFIR"--aRK MDLLS (7t4)7ao-IS07 L � � EXTEND #4 T - - STAR TO OP OF WALL. 6" Pf�RRY RI) Pg 35 of 52 AT MENU BOARD A PASS--1HRU WIN. AU2- 16 0R PLANTER CURB A07 011A A0�'�DOH - -T A02 -U04 10.f� -- A(ir' _ _ _ . _ -- ' SCALE, 20'AL MT SCALE, —SCALE: 1/4'= 1'-0' 16F�kww L 12 r� it SCALE, w�� SCALEI 4 3/8'= - 3/4 1 Q - 1`-0" 1'= 1'-0' If this notice ;Ippear% cle;Irer than the JUN 0 1 2000 document, the document is of marginal duillih. I]lCC1 111 !� !!;!I;1 lijl'lli'I ! 1 I II! I ►�I !illi !I!I! !'! ! ! !! �C_ I'IIIIiII-II„I1'i,1i1I,(I,I,II� !3 —T- I „ _ Iit111I l, 1!1iiiIiI""lI Ii!�lI!I!�� I,i 1 I'! i II III I' ►E.l; i ..'Ei I..Ii,.I1,1l.i ..l,iii.l',.lifliiLi 'IlIl!i I!I,!_I II i i! "! I"I ±� ! I► 1.,l. 1iINCN MOIN ! ~� �IWill !1�III ! n. ,. yr .. '..'•�4M '.. ,;,1;.1 Y�1,.'u,�.. .f.'. '+iLi..UW�.��•�fY '.....�.M 'YY),' h.r..„Y �'..1N.. �.. -: ..M ...•" .J� w d.. .. ...,w b - CLIEN'i __ . f -- U � W (L V) w 0I N W Z Lai Z = \ g N ,t Q Or M NZ � I Dx) x d Z w LAJ N t3? g 0 d W0) N �U tet' tet' Q Z N F-- o uJ FW- Q CL rl o +c 0u)0 � M 3 a o � V N � W W Z W 4Q f` W r w m a b - CLIEN'i __ . f -- W LLS w d w� O ,t Q Or > cD w Z w J Z3 N t3? g 0 d CLl O tet' tet' L1 v �' F-- o uJ FW- Q CL rl 0u)0 1 - 1 PROJU 1 • �� O Z �y��y� 4: 6.T." MI w Z of! Ll dp U O S o U) CC T 0�� Z ® a (Ap D DRAWING TITLE Q Q W REVISIONS Fi08'� T . KLAS C7` OAVERT( 01( QN Or PROTO DATE: 2-15-99 BLDG SUBMITTAL APR 9 1139 DATE: BID DATE: CKE No 95171 EKA NO. '— 98-98 C SCALE:' AS NOTED SHEET A-2 ... ...-:....., '., i:..+•-..Gbuv,.w'srw .M[I�'Y;.l'R0.11�lioxI 1,wW'Y 3' -0" ! P )'T Fc ST 1 1 14 - _ A-10 G - - _ 1 OA M (A' 1 � d N tp a �. A-10 TYP. = c OA � � I I 1 0 io -14 A-10 II 0 a er = O 3'-0" 3'-0" I e 'v 0 I SIM F.).S. `, 6 -1 cp \B I J = ABV.O N O I F.O.S. - - --- el -4- 24'-311" 6'-0" 6'-1 )j" -�- 40-04 A-3 A-10 A -ID TYP. BULKHEAD WALL BY SC SEE 2/K7. DIN. M. F1 02 102 1 4 A-1 3 REFER TO "K" DWG'S FOR SEATING, 0 . NOTE: G.C. TO I BASE ON ALL ITEMS AS SHOWN ON DRAWINGS.-�J e I Z SHELF UNIT AND SHELF• `U U W Z = OVER MOP SINK FOR n l ck 3' -0" ! P )'T Fc ST 1 1 14 - _ A-10 G - - _ 1 OA M (A' 1 � d N tp a �. A-10 TYP. = c OA � � I I 1 0 io -14 A-10 II 0 a er = O 3'-0" 3'-0" I e 'v 0 I SIM F.).S. `, 6 -1 cp \B I J = ABV.O N O I F.O.S. - - --- el -4- 24'-311" 6'-0" 6'-1 )j" -�- 40-04 A-3 A-10 A -ID TYP. BULKHEAD WALL BY SC SEE 2/K7. DIN. M. F1 02 102 1 4 A-1 3 REFER TO "K" DWG'S FOR SEATING, BULKHEAD WALLS & TRASH STANDS INFO NOTE: G.C. TO INSTALL TILE BASE ON ALL ITEMS AS SHOWN ON DRAWINGS.-�J BULKHEAD WALL BY SC SEE 2./K7. 0 6 V 11 3 F.O.S. n 14DCRTXTDw(; XREFEACI(E-LIB\14DCBASE (MIRROR) _ { W.C. 48" MIN. 0 MI 2 U = o Ln e I Z N O O LZ " OM. 106 W.C. N 32" AIN. — 1,1� 18" -0" CLR FIN. 60 x / f MEN 105 •- til N) I A03 -D24 - = 1 I1(I,) 1)7O � >< LJ AM SCALE, 4 — lilll' yy 11111 (ill /�Kl. > JK UTHPIOM (Ai f gym) CAM �AL N.T,S. 12144 SW ScHOLLS F!"RRY RI) Pg 36 of 52 TOILET ROOM PARTITIONS- - --- SEE SPECS 76'--0" 17'-914" 4'-1 1 " 4'-10 !4" 4'-0" 7'-0" 6' 7" 6'-6 6` 1" 7' 9" ABV NOTE: N N �K GC TO INSTALL REFER TO a a EMPLOYEE _� - - vi SH 3/4"X 9" �? 24 A- 3 FOR I-: CREW RM. L w.c SHELVES SPACED p 1 16" APART FR M H7 DIMENSIONS 108 f FLUOR --PAINT �" IN TOILET 1 9 - 2x6 ! U F F . 10 7 14'',1 ��, STALLS �FURRING ELECT. ELS 22 1S SEE "E" GS. A-10 A-10 CA , • I I _ a 5 WOM. 106 ( w.c ,I ICS $ 9 2 107 4 \14/ J 01 '`✓ 2 A-1 0 I A- 12 �1 STORAGE �__ ,� I 3 H/C SYMBOLS - I - loe e 1 5'-u" \ 5' ON RESTROOM 4 - 1 DOORS SEE �\ 1 0 p.._ 1 r I 2'-0" DETAIL 24/A-4 \ 3 I--- 1 ,i MIN. 60" MIN. ; 2 loe 3 �. 1 I i + _ g CURB � A-lU 104 F-4 2 A-114 SCULLERY A-3 �25 VEST G3A3rk ADDITIONAL INFO ELEC.104ND DIMtNSIONS SE E11O 7 DET.e24�_5'-0" ---- --� [W7TR. HTR. RMEll — I A-11 -— 2 1,U _ 3 ME ,A 0, �tO A-12 M 5' 0" w . 10'-8 1,/2" -- - T, - 7u) 3�e 32 26 A- 3 ROOF 20 LADDE I I --- -_^3•• 2•-9-ANSUL HAND SINK - —PULL MOP SINK SEE "P" REFER TO SRT.A-12 SEE JET. 16 1 4 DWG'S do SPECS. FOR ORDER COUNTERuj8A_3 ORDER 101 SERVING 1I0-31 i =ol ? REFER TO "K" DWG S — I 1 �� e h 0 I I N "' �. I LI�C,HEN 1 1 ' , II 103 4 ;4 O [--I A-11 K-6 1 ! 3 - 113 2 A_12 COOLER -- I 14'-6 114 8'--3" TO - *----- ACE OF WALL -- -- -_ FREEZER 6'-6" HIGH \t,., L K-6 -..._. -- x z - 1 1 5 0 SEI A-12 :- o Z 1 3 1 1 1 ao N ¢ ' K-6 1J ' C) - - AIR 26 �' __3'-0" I ►- 00 ANSUL SPACE NI 4 - PUL:_ 7 ABOVE PO 3T N I FINISH 7'-3" HOLD a t- FOR DRINK CABINET U- 7'-8#1 vi n LL 3'-6" 6'-8" 6'-8" 16'-9" 1 29'-3" 20'-0" 73'-0" 0 LZ I 20 A--12 O 12 CO2 I A-3 FILL. F.O.S. W/H { tJ U 5 -- --- 5/8, GYPBD. 2x NOTES F.O.S. v "0/ STUDS AT 16 0/C SHELF UNIT AND SHELF• `U U W Z = OVER MOP SINK FOR n CL CLEAN EQUIPMENT REFER TO "K" DRAWINGS FOR KITCHEN AND a 0 u) 0 _ o d N 0 2) REFER TO STRUCTURAL DRAWINGS FOR ALL —7 O N 00 I C4) POSTS INDICATED IN FRAMING WALLS AND cc F.0 -S. U u J CV CD CD m -- --- - H.M.DOOR JAMB PROJECT tJ U M' -- --- 5/8, GYPBD. 2x NOTES v "0/ STUDS AT 16 0/C U W Z = -- LINE OF CHAIR RAIL n CL 1) REFER TO "K" DRAWINGS FOR KITCHEN AND a 0 u) 0 _ SEATING EQUIPMENT. 0 2) REFER TO STRUCTURAL DRAWINGS FOR ALL W O N 00 I POSTS INDICATED IN FRAMING WALLS AND cc w c0 g FOR LOCATION OF ALL SHEAR PANELS. Z r 3) ALL. EXTERIOR WALLS AND ALL CEILING QQ 4 :D0 , Ih 0 0 SCALE:2 SPACES ARE TO RECEIVE -THERMAL INSULA- 3'= 1'-0' TION. INTERIOR WALLS AROUND RESTROOMS AND RESTROOM INT. FIN. 0/ 5/8" I 00 X GYP. BD. VEST. TO RECIEVE SOUND INSULATION. -(SEE SPEC.) J 4) FOR LOCATION OF FLOOR SINKS AND FLOOR W 0) N DRAINS, SEE "K" & "P" DRAWINGS. LU PRIOR TO COVE BASE 5) ALL FRAMING DIMENSIONS ARE FROM ROUGH = Q O It FRAMING, AND DO NOT INCLUDE ANY FINISHQ t MATERIALS. r O �F tD 6) ALL WALLS SHALL BE OF 2 x 4 STUDS UNLESS Z M NOTED OTHERWISE. 3 p In 7) APPLY BORIC ACID ON TOP OF THE MUD SILL OR BOTTOM N w PLATE, PRIOR 10 CLOSING ALL MALLS. Q z 8) PROVIDE BACKING FOR RESTROOM ACCESSORIES ^ W m = C�OOR STOPS, EXP. JOINTS, CABINETS, ETC. 9) PROVIDE OCCUPANT LOAD SIGN 192. VERIFY LOCATION WITH FIXTURE INSPECTOR. (.l IENT 10) PROVIDE "NO SMOKING- SIGN & DESCRIPTIVE NOTE OR U) DETAIL (INTERN'L 'NO SMOKING" SYMBOL IN RED) MIN. 40 SQ IN IN SIZE 0 w & LOCATED 60" AFF. VERIFY LOCATION WITH FIXTURE INSPECTOR. Z N = a [r Q 00 0 SCALE: Q'r w w C NONE , U u J CV CD CD m -- --- - H.M.DOOR JAMB PROJECT tJ U M' -- --- 5/8, GYPBD. 2x v "0/ STUDS AT 16 0/C U W Z = -- LINE OF CHAIR RAIL w ~ Q CL LL m .9cc . ,'— 0 u) 0 _ REVISIONS M - - COVED TILE BASE & - FLR 0/ THIN -SET. A A03 M)'i Ll� SCALE: SCALE! - ---- --- _ 1/4'= 1'-0' TILE BASE 3•= 1+-0• 3 FA VVI{_ .IVL. Vr�J _.r-1� --- --- STAMP BOTTOM �--- COL AP F ---- 2x BACKING BOTTOM OF SOFFIT `F1� MOULDING CAP /// --- --�- KEC TO FURN & GC RC6121 KL��,, rT {I r ao ? TO INSTALL �'�,•,Kvoe ,f f. S/S SPLASHGUARD -D4 �� 2 SIDES AT WALL TO rBFAh'FR Q .Ef OR ` i FIT OVER LIP OF SINK ! <:--- CO -2 FILLER BOX- If I PREFORMED t o" DIA. PROVIDED BY OWNER AND ----- --- -- - --- ----- - — -- -- -- . - -- --- --1 INSTALLED BY GG. L SILICONE nRoro DATE? -15•-99 FIBERGLASS COLUMN W/ G.C. TO PROVIDE -� BASE & CAP - -- — -- - -16-1/4"X6-1/4- - �- SILICONE SEAL -�� PROVIDED AND INSTALLED POCKET ' EA. SIDE AND TOP ---- - " --- _ - ---- 12" HIGH 5/8" W.P. BLDG. 1 APA. 4 1999 PLYWD.---- AT 68 TO CENTER A.F.F. � DATE: BY S. C. / L \ IC 20 48"VINYL CORNER GUARDS 24 x24 x 10 MOP SINK AT ALL CORNERS AND SET IN MORTER BED �Z.___ UNPROTECTED OPENINGS-- SEE SPECS. _- ' ©u1 DATE: 7SEE SPECS _ OF BUILDING - -- ----- ' �. SILICON SEAL JOINT --- COVED TILE BASE & cKE No 95171 ------ - INT. FIN. 0 8" GYP. FLR 0/ •THIN -SET. TOP OF COUNTER / 5 / '� EKA No. 98-98 C +I __ BD. - SEE FIN. SCHED. ----------._.__ _-- SCALF 14" SQ. _ SHEET AD.- U16 A03--DL2 - E: L• _ A03 -D08 n0.1 !1;11 _ soso>i..•rR SCALE: __. SCALE: -� SCALD SCALE! SCALE! A1111111113 > 1/2"=V-0" 20 wrAIL N.T.S. 16 Cat TIMER Bax 3.= , /_-n• 12 � ._ 1/_0. 8 mop SINK 3' = 1'-0' � If this notice appears clearer (I1,111 the W, JUN 0 2 2000 document, the docu111en1 is of marginal qualifv- 1111C1'(li11111 d � +'` ! 1 1 1 1 I'llll! , I l l i III I I III i I l I I i l i l II !{ I+( l.:1I 1► I i 1 iI I I II tI 1 I � ,. ,, I � { { I� � I I i I { � � I � (i'I ��{'� II r{l�l�ij!{I{I'I ,{ I ; ; ;I{! ,Ilj:;lllji;� i"ijl;:llillij! i Ililijijlllil llljl;lll�Ijlil,l I Ijljll!IIII{i l�il�{1111!!li r INCH MADE IN CHINA 41 �IIIIi II III II IIID ILII I ( ! :rill i 1111iI it Iii Illill, i 'il 111i! illil I! Iii li1111 ii,u I ni i .. (,111 t' !n Illi !I !. s Ilan I Irnl! ull r II (11 (rlrr nrr!n whi in I ,1 III,I{11„11::: III IIS! ,rll I,I,I�J,I .. .VIII.14111.,.1!tf1!luilll,I,.,!!1!.,,,.j1111tt..,jl..,.tl.,jl„Ili,lilt.,IliI1,,:,,111Ir1j„�...IIlIL„II,III„!�•,lll,Irrl,rrlr�,Illlr,�I,lIlilHl,l1!!.I.. ' u PROJECT Imo. Z m .9cc . ,'— u- O Jw cr 0 r Lj 4 o 00 cc � g L r - t1RAwIN(; FIR - -- , SCALE:2 3'= 1'-0' INT. FIN. 0/ 5/8" Z GYP. BD. U) J 2x WALL L/P TO BE INSTALLED O PRIOR TO COVE BASE WHERE OCCURS O ad UL REVISIONS M - - COVED TILE BASE & - FLR 0/ THIN -SET. A A03 M)'i Ll� SCALE: SCALE! - ---- --- _ 1/4'= 1'-0' TILE BASE 3•= 1+-0• 3 FA VVI{_ .IVL. Vr�J _.r-1� --- --- STAMP BOTTOM �--- COL AP F ---- 2x BACKING BOTTOM OF SOFFIT `F1� MOULDING CAP /// --- --�- KEC TO FURN & GC RC6121 KL��,, rT {I r ao ? TO INSTALL �'�,•,Kvoe ,f f. S/S SPLASHGUARD -D4 �� 2 SIDES AT WALL TO rBFAh'FR Q .Ef OR ` i FIT OVER LIP OF SINK ! <:--- CO -2 FILLER BOX- If I PREFORMED t o" DIA. PROVIDED BY OWNER AND ----- --- -- - --- ----- - — -- -- -- . - -- --- --1 INSTALLED BY GG. L SILICONE nRoro DATE? -15•-99 FIBERGLASS COLUMN W/ G.C. TO PROVIDE -� BASE & CAP - -- — -- - -16-1/4"X6-1/4- - �- SILICONE SEAL -�� PROVIDED AND INSTALLED POCKET ' EA. SIDE AND TOP ---- - " --- _ - ---- 12" HIGH 5/8" W.P. BLDG. 1 APA. 4 1999 PLYWD.---- AT 68 TO CENTER A.F.F. � DATE: BY S. C. / L \ IC 20 48"VINYL CORNER GUARDS 24 x24 x 10 MOP SINK AT ALL CORNERS AND SET IN MORTER BED �Z.___ UNPROTECTED OPENINGS-- SEE SPECS. _- ' ©u1 DATE: 7SEE SPECS _ OF BUILDING - -- ----- ' �. SILICON SEAL JOINT --- COVED TILE BASE & cKE No 95171 ------ - INT. FIN. 0 8" GYP. FLR 0/ •THIN -SET. TOP OF COUNTER / 5 / '� EKA No. 98-98 C +I __ BD. - SEE FIN. SCHED. ----------._.__ _-- SCALF 14" SQ. _ SHEET AD.- U16 A03--DL2 - E: L• _ A03 -D08 n0.1 !1;11 _ soso>i..•rR SCALE: __. SCALE: -� SCALD SCALE! SCALE! A1111111113 > 1/2"=V-0" 20 wrAIL N.T.S. 16 Cat TIMER Bax 3.= , /_-n• 12 � ._ 1/_0. 8 mop SINK 3' = 1'-0' � If this notice appears clearer (I1,111 the W, JUN 0 2 2000 document, the docu111en1 is of marginal qualifv- 1111C1'(li11111 d � +'` ! 1 1 1 1 I'llll! , I l l i III I I III i I l I I i l i l II !{ I+( l.:1I 1► I i 1 iI I I II tI 1 I � ,. ,, I � { { I� � I I i I { � � I � (i'I ��{'� II r{l�l�ij!{I{I'I ,{ I ; ; ;I{! ,Ilj:;lllji;� i"ijl;:llillij! i Ililijijlllil llljl;lll�Ijlil,l I Ijljll!IIII{i l�il�{1111!!li r INCH MADE IN CHINA 41 �IIIIi II III II IIID ILII I ( ! :rill i 1111iI it Iii Illill, i 'il 111i! illil I! Iii li1111 ii,u I ni i .. (,111 t' !n Illi !I !. s Ilan I Irnl! ull r II (11 (rlrr nrr!n whi in I ,1 III,I{11„11::: III IIS! ,rll I,I,I�J,I .. .VIII.14111.,.1!tf1!luilll,I,.,!!1!.,,,.j1111tt..,jl..,.tl.,jl„Ili,lilt.,IliI1,,:,,111Ir1j„�...IIlIL„II,III„!�•,lll,Irrl,rrlr�,Illlr,�I,lIlilHl,l1!!.I.. ' u ! PLYWOOD WHERE OCCURS SEE STRUCTURAL DRAWINGS FINISH --SEE EXTERIOR ELEVATIONS -�1 SCHEDULED INTERIOR WAIL. FINISH & FLOOR FINISH INSULATION �- STUCCO SCREED uj _ - - -- - - i CONTINUOUS SEALANT W •i SACK AND PAINT ALL o 0 - EXPOSED FOUNDATION 24" TO MATCH STUCCO s fm min SCALE: 3'= 1'-0' 21 )>wL - - 5Y)ABOL.S SHALL BE CENTERED ON THE DOOR AT HEIGHT OF 60' BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WAIL ADJACENT TO THE LATCH OUTSIDE OF THE D"WAYS LEADING TO THE SANITAKY FACIUT-ES, PER SRCTiON 11118.5.9 O WC)MEN MENI 12 12- W/ 1/4' THICK W/ 1/4' THICK -- (213) 515 - 4801 1,�,1j1LL NumaugS: INSTALL WOMEN'S 840(PROVIDE AT SPACES WITH TWO TOILET ROOMS MEN'S 840--A (PROtADE AT SPACES WITH TWO TOILET ROOMS UNISEX 840-B (PROVIDE AT SPACES MATH TWO TOILET ROOMS �7/V u � SYMB. SCALE: N.T.S. ON ROOF ACCESS HATCH SEE SPECS. — CURB W/ INTERGRAL CAP PLASHING 4" FIBER CANT BUILT -LIP ROOF PLYWD SHT'G L 6"x3"x1/4"x4' 6'-0" O.C. MAX M.B. THRU FRAM TO RAIL SUSPENDED CEII STUD WALL at 16" O.C. PLYWOOD WHERE OCCURS SEE STRUCTURAL DRAWINGS - FINiSH-SEE EXTERIOR ELEVATIONS - SCHEDULED INTERIOR WALL FINISH & FLOOR FINISH -- INSULATION i --CONTINUOUS SEALANT �- STUCCO SCREED ``' <- -� 'SACK AND PAINT ALL EXPOSED FOUNDATION p ( TO MATCH STUCCO z z 'I1 1 m NOTES 1, ALL EXTERIOR NAIUNC SHALL BE GALVANIZED FINISH NAI1_3 DRIVEN FLUSH WITH SURFACE. 2. ALL EXTERIOR TRIM SHALL BE AS CALLED OUT IN SPECIFICATIONS. 3. INSIALL ADDRESS NUMBERS PER CITY STANDARDS. PROVIDED AND INSTALL BY G.C.-- CONTACT LETTER PERFECT PHONE (714)871-020 — SEE NOTE BELOW 4. SEE FINISH SCHEDULE FOR ALL COLORS AND FINISH MATERIALS. ADDRESS NUMBER NOTE: FIRE DEPT REQUIRES PERMENANT THREE DIMENSIONAL 12" HIGH IN .APPROVED LOCATIONS, CONTACT FIRE DEPT. TO VERIFY LOCATION. SCALE: DBL. STUD AT EXP. JOINT 13 SCALE: 18 EvAmm Mw 3'= 1'-0' C) IT GLOSS BLACK SCHEDULED FINISH METAL EXPANSION JOINT SEE SPEC. PAINT TO MATCH ADJ. SURFACE. aCALL" FULL 24GA.G.1. METAL ALL TABLE RTO§T PAINT GUTTER AND DOWN SPOUT- Q 24GA.G.1. SHT. M Tl_ DOWN SPOUT -3"X4" STRAP TO WALL AS REQ'D. 2x2.x12 CONC. SPLASH BLOCK ON D.U.ROOF TILE RC 14 A4 TYP. AWNING PARTIAL CLARITY _ DCRF AS T 14 VILEST �►•;� M 14 X 24 G.I. VENT ® TOP OF TOWER DAIAIT T!1 hJATr Lj C I C C SILL SIM. NOTE:” SEE DETAILS FOR FINISHES OF ALL DOOR AND WINDOW TRIM. 25'-0" TOP 0-Fi � TOWER SIGN _18'--0" TOP_ OFr PARAPET ;CO FINISH --COLOR LEGEND AWNING -SEE SECTION 9'-6" BOT.jkk OF SOFFIT IF -- - 50" 0 BAR RUNG NOTE #3. INSTALL "STAR" PROV. BY OWNER 6 CLEAR FROM WALL - - -- PAINT -- It) 15 ------- — --_—_-_ - -- 3/8"x2" STEEL RAILS GLOSS ROUNDED at TOP & BLACK BOTTOM EASE ALL EDGES - j N 4x4 BLOCKING ----- -- - - -- 0 LLI to 0 TRUSS +. STAMP ��il lIle �� 1 ----- ----_ -- -- WALL FIN. -SEE EXT. �m W c v ,C,� .- �i CAKL'S JK (N `C� NUN 9911U16U ,W SCFIOLLS 12144 r 52 A04 -D20 FERRY RD Pg 37 of o- ELEV. t LAMM & HATCH C) IT GLOSS BLACK SCHEDULED FINISH METAL EXPANSION JOINT SEE SPEC. PAINT TO MATCH ADJ. SURFACE. aCALL" FULL 24GA.G.1. METAL ALL TABLE RTO§T PAINT GUTTER AND DOWN SPOUT- Q 24GA.G.1. SHT. M Tl_ DOWN SPOUT -3"X4" STRAP TO WALL AS REQ'D. 2x2.x12 CONC. SPLASH BLOCK ON D.U.ROOF TILE RC 14 A4 TYP. AWNING PARTIAL CLARITY _ DCRF AS T 14 VILEST �►•;� M 14 X 24 G.I. VENT ® TOP OF TOWER DAIAIT T!1 hJATr Lj C I C C SILL SIM. NOTE:” SEE DETAILS FOR FINISHES OF ALL DOOR AND WINDOW TRIM. 25'-0" TOP 0-Fi � TOWER SIGN _18'--0" TOP_ OFr PARAPET ;CO FINISH --COLOR LEGEND AWNING -SEE SECTION 9'-6" BOT.jkk OF SOFFIT IF BUILDING ADDRESS SEE NOTE #3. INSTALL "STAR" PROV. BY OWNER )" TOP OF SLA©. i SCALD 1/4'- 1'-0' U � N I cr. N W Z ►W_— \ Z ,-1) avj 0 ao x Q to j O r Z I- Wch CA i Q O a Q .s ui � O cp Z i N rL W W Z h W Z w m a CLIENT f — 0 uj Z Lu J = d cr Q coOU U�w CO vYz_j N O w O 0) 00gU C LL Uwe ->, X LU Q C LL 80wo PPI T Q • 0 �Q � 0 o� Jz � ;11111111A wz LJLJ < _j �1 ay Ia = U(1)Q >s; CE Z Q_ U ::D 2 DRAWING TITLE C0 Z 0 Q co J W f 0 0.6 cc W REVISIONS 10 4-9-99 1 ,mrvow"", If this 11olice ;Ippears clearer 111.111 theJUN 't 2Q00 dicumeiii. the document is (If ma ghml qualify. tlllC1'l)1IiIIled I�Ii:;Fiji;i'!"ijlj:jl�ilijljiii�i;l�ill�;i IIIjIilli�ljili;l I'I�I�Illjljll,i Iji;!�I1!I!II�! INCH ( MADE IN CN INA41 _ I tZ t ti-. _iT _ _ii _ _ l , )T- _ 11 ! ! ! II ! II!!!ill 1:111! Illjlllll Ili Illi!I jiillll Ijlll i11n1 I illiii i 'il! 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OF OTILE PER STRUCTURAL SHEET S-- i CKE NO. 95171 - -- " EKA No. 98-98 C -- -- SCALE: AS NOTED -dE SHEET 6C4 llli, _ DCRWEST - Am4 SCALE, SCALE, 20 a 16 mqr ELEVATION SCALEI 4 1'= 1'--0' 3�= 1I -0f 1/ 4'= 1`-0' ,..._ _ 1 ,mrvow"", If this 11olice ;Ippears clearer 111.111 theJUN 't 2Q00 dicumeiii. the document is (If ma ghml qualify. tlllC1'l)1IiIIled I�Ii:;Fiji;i'!"ijlj:jl�ilijljiii�i;l�ill�;i IIIjIilli�ljili;l I'I�I�Illjljll,i Iji;!�I1!I!II�! INCH ( MADE IN CN INA41 _ I tZ t ti-. _iT _ _ii _ _ l , )T- _ 11 ! ! ! II ! II!!!ill 1:111! Illjlllll Ili Illi!I jiillll Ijlll i11n1 I illiii i 'il! I it nl II 11 Iii iiul iuu' 11 li i Ilii! t/t 1� 1 n I I "•.t Itlit 111111 I nit 1 41 -1 - fun nlul 111 nl I 1111 1 I..i...�Illll,,....ll...a�lll..hil..11111,Ihlllll.....lfll,.,l..III.I1..ljl!1.11U.�Ilnlihlll,Itlill,,:.,1111lII1,1...1lIjL,111,IIjl... ,,1l1111,III11��„111/1.j�I,!-II11n1I1l.. t I DCRNLIRI H r� r, U � . m L I w BUN 99 U(l160 CAKI, S JK N 12144 SW SCROLLS �o DCRSOUTH FERRY Rb Pg 39 of titSOM w d W z 8M. RVA 11M TILE ROOF WHERE FIRE SPR!NKLER IS REQUIRED, - PROVIDE AND INSTALL "KNOX BOX" IN LOCATION AS DIRECTED BY LOCAL FIRE DEPARTMENT. VERIFY TYPE AND STYLE FIRE DEPT. REQUIRES. H/C ACCESSIBILITY SYMBOL SIM, TO 15/A-4 TILE RAKE (�9) 14 X 24 G.I. VENT 0 TOP OF TOWER PAINT TO MATCH E.I.F.S. - NOTE: SEE DETAILS FOR ALL FINISH COLORS AT DOOR AND WINDOW TRIM TILE ROOF m. r%-� /u , � \ 25'-0" TOP OF TO_WE_ FRAMING ONLY 18'-0" TOP OF PARAPET FRAMIN VERTICAL. AWNING 9'-6" BOTTO OF TRUSSES PAINT FINISH OVER STUCCO. ------ , s If this noticeappears clrarrr than thI' JUN O Z 000 dlcunaent, file clncunnent is of naarpinal qualit}. Inicrc�l i 1111111 i; ilIljl Illjlli;,�j.`II{Iljl. !1,1T,jP; . ,IIij� iI 1i:iIi{lii!jiiiliIll;! :;.L1 11IIII Ili MADE IN CHINA I I III 11111I 111111 I li i i.T llt ET 1.lill•l II II I 1 I 111 I I 1111 rll I 1{II Ill, n Ili, �1j 111 I !! II{,.II I1,I 111, ,III. I II II i'I. ,. II illi IiiT i n II II liil i liiiil n n i I { Ilii I.. I. rlliil 111111 11 I 1 1 :'I'I' " "I 1!tUl 1 Illrl) 111 I IIIITIII III n u,lr n ,rl 1 III , „ r :' I I. � 1_I, _. I.t II11,„! .IIL,..I !....I1I.I,...IIIIi...,1...,II,..,.I..I..•,il.I.,,.:.lfL..IIIII,I,II.,..Ihll!IIITIII..,„lIII,,,.,.IIIl..t,lllN,ttl.l111,u.Iljll,,,,II1,,:�i�!Ilr (1�,,.,�!11Lrul,Ili,....,ulllllll{r,nrrl!Il,.rlrllllll{Trill.!,. ,,.»,.• 18'-0" TOP OF PARAPET 9'-6" BOTTOM OF TRUSSES 0'-0" TOP OF SLAB r=== --S: CLIENT f -- W U W Z 3,0 0 w 0 u1 it c:) cr U aC Q00 U�z J N OCS I1J O m 10�d v M LLi U�Z zQ z� CL L.L. o U3 O PROJECT 0 0 Ir Ps 2 vi (c I., • a u- 0 In I C �0 IAI W x00 L V C) 0 W C 0 ® CL cry E= � DRAWING TITLE REVISIONS 1Q 4-9-99 A Lt STAMP iiUB 1T R. KLAS C<" PROTO DATE: 2-15-99 BLDG, 1 APR U '.VUtt SUBMITTAL DATE: (� S'�__ 30 BID DATE: CKE NO. 95171 EY.A NO. 98-98 C SCALE: 1/4" -1'-0" SHEET A=5 1■ 11 ■ r, U � cD N O cq 1 w d W z w w t0 Z e M N O a 'n I 00 x s o `' V) Z r` U uJ a/ N Li ? N Q Z N x O d a o- a It .- O m r e Z.' M 3 o In °r w w Z w 1` w to m a r=== --S: CLIENT f -- W U W Z 3,0 0 w 0 u1 it c:) cr U aC Q00 U�z J N OCS I1J O m 10�d v M LLi U�Z zQ z� CL L.L. o U3 O PROJECT 0 0 Ir Ps 2 vi (c I., • a u- 0 In I C �0 IAI W x00 L V C) 0 W C 0 ® CL cry E= � DRAWING TITLE REVISIONS 1Q 4-9-99 A Lt STAMP iiUB 1T R. KLAS C<" PROTO DATE: 2-15-99 BLDG, 1 APR U '.VUtt SUBMITTAL DATE: (� S'�__ 30 BID DATE: CKE NO. 95171 EY.A NO. 98-98 C SCALE: 1/4" -1'-0" SHEET A=5 1■ 11 ■ PENDANT LIGHTS AT 6'-6- SEE '-6SEE "E" DRAWINGS OVER -FLOW PIPE UNE OF AWNING STUCCO SOFFIT TYP(3 FLUOR. STRIP LIGHTING SEE "E" DRAWINGS SOFFIT EXPANSION JOINTS- TYPICAL - PAINT TO MATCH SOFFIT i 14 SEE SPECS -4 LINE OF AWNING --)F FLUOR. STRIP - 1----� LIGHTING UNDER AWNING -SEE "E" I DRAWINGS DOWN LIGHTS - SEE "E" DWGS STUCCO SOF FIT -- -'/8" PLYWOVD -- FIRESTOP AT 10'--0"0.C. HORIZONTAL -1 `P AT ALL COLUM�IS 14jC,06T DWG xRLF;L!\CKE--LIB\:4DCBASE (MIRROR) G- B 1JP 99 00166 CAk1, ti .Ill 12144 SW SC'Hnl_I,S I`rRRY RD Pg 39 of 5' I� DINING ROOM FLUOR. LIGHT - FIXTURES -SEE "E" DRAWINGS SPEAKERS- BY OWNER RESTROOM EXHAUST - SEE "M" DRAWINGS LINE OF AWNING --SEE ELEVATIONS c /o" rvo on rrii'r 2X4 SMOOTH AND WASHABLE CEILING TILE -SEE SPECS AND 3" 12."-` - MIN. MAX. - DUCT --SEE "M" DWG'S --- 2 LAYERS OF 112- GYP. BD. PTWN 2 -LAYERS OF 5/8" TYPE "X" GYP. BD. TYP. j 4 SIDES OF SHAFT j L U.L. 510 1 HR. SHAFT IIF STUD WALL. A06 -1)16a (OCCURS AT FRYER ONLY) 2 X BLK'G ® TOP & BOTT. CHORD LEVEL. SEE STRUCT, IV (- TRUSS -HOOD SUSPENDED WITH METAL RODS FROM STRUCTURE 6" ABOVE r„rrrn-rr,�rrr„rrrrrrrnr--r„-.,-T„-rt- 1 HOUR RATED ACOUSTICAL CEILING & GRID HOOD -SEE "M" DWG'S ---OVER-FLOW PIPE ROOF A�CESSf 20 1 HATCH \A-4 (_21 5/8" GYP BD -' CEIL G o/,..x6 C.J. at — 16" a/c PAINT C� ; SEMI -GLOSS SOFFIT LIGHT - SEE "E" DWGS 2x4 ACOUST. TILE CEIL'G ON T -BAR SYST. FLY FAN - SEE "M" DWG'S STUCCO SOFFIT C5D0 HOOD -TYPE .3 LOC. -SEE "M" DWG'S PRE -FAB COOLER/FREEZER CEIL'G, KEEP ATTIC SPACE CLEAR o/COOLER/FREEZ-ER OVER -FLOW PIPE If (11k notice appears clearer Than the JUN 0 2 2000 document, the elocumcnt is of morainal qualily. i111C'-Ofilmcd ,,•lj�l�l(�R;t �tl��l!�!�.!�;!i-ijljl i I�I(i�l�!!�! ! I11;!I�. i�!;!,;I !�'IljIi�lj II�1,! � ,?i�ii l� 114 MAOF IN 04 NA &IM4i_ i{ijIl �� ` 3 4 0 , IIII! iT 31i 1,. l II II I' IIIII 1 1 ItiII I III 'iron Illrlll 'Ilnllil Irii I{'liil {iiiil {. ^I 1 '!" 1 I.. .1i I ilt I lilll 1 n II '!"''1"';" t It{t1111 I Ilnllt 1 nlln 111I . .I 111 nl{n nl 1 {1111 nl ff !� I{ .i 11111 111111 lllr� 1 111,1 STUCCO SOFFIT 3 SOFFIT LIGHTS - SEE "E" DWGS CLIENT ui W _W Qcr> (G, VY� J N CD w O) O d CC) U _ M LLJ I �wz i W I— < a - z cr OU O PROJECT O O Ir x N cr Li ii `" w z LL Ln Cal� w oo� a o U) cr 0 '� 0 z �a- I U)�— :D DRAWING IITi 1. z U � V aU. a a ca (n a cr U W Z I,.J t0 Z M N O CL I 00X Q W N O O �- Z �. W W cn eV Q z CA = O `? G cD M 3 0 ,Ln N � W W Z W r• W a- � m a CLIENT ui W _W Qcr> (G, VY� J N CD w O) O d CC) U _ M LLJ I �wz i W I— < a - z cr OU O PROJECT O O Ir x N cr Li ii `" w z LL Ln Cal� w oo� a o U) cr 0 '� 0 z �a- I U)�— :D DRAWING IITi 1. REVISIONS A4 STAMP r• R� EFtT�R. KLAS :-;vw'o�? a PROTO DATE 2-15-99 BLDG. AP13 q SUBMITTAL 1 A DATE BID DATE: CKE NO. 95171 EKA NO. 98-98 C SCALE: AS NOTED SHEET A-6 z V aU. a cr U � REVISIONS A4 STAMP r• R� EFtT�R. KLAS :-;vw'o�? a PROTO DATE 2-15-99 BLDG. AP13 q SUBMITTAL 1 A DATE BID DATE: CKE NO. 95171 EKA NO. 98-98 C SCALE: AS NOTED SHEET A-6 ROOF DRAIN AND OVERFLOW - SEE NOTE #1 1 24 ROOFING CONTRACTOR TO BUILD-UP THIS AREA W1 CRICKET FOR A POSITIVE DRAINAGE c I 14DCR-RRDW(') Rom. 24 GA. GALV. *Z" FLASHING FOR COLD WEATHER ONLY: NAILED TO BLOCKING PROVIDE HEAT TAPE AND CIRCL"7S AT ALL ROOF -DRAINS.--- 24%30" DEPRESSION MIN. G.1. CAP FIBER CANT STRIP 16 1 A-8 12 SIM. A-9 17'-9 1/2" TOWER AWNING TILE ROOF 5/8- GYP BD FIRE:- STOP. IRE-STOP. ONE SIDE CIF TRUSS FROM UNDER SIDE OF ROOF SH7'G TO TOID OF SUSP. CLG.-CONSTRUCT --PER CODE SECURE COMP. RACK TO CURB W/ 1/2"0 1 LAGS & WASHERS- THRU FRAME • (PLATFORM TO BE LEVEL IN EACH DIRECTION 24GA. G.I. FLASH'G 0/ B.U. ROOF. B.U. ROOF 0/ 3/4" PLYWD. 2x8 AT 16 -0/C -- COMP. RACK SIMPSON A- 35 0 24" O/C 4" FIBER CANT 3 3SIM. A- I A -C. UNITS -SEE "Mw DRAWINGS COMPRESSOR RACK -SEE P -R-1" & "R-2 MIN.1/2" PER FT. SLOPE-U.N.O. SHAPED 2x AT 16"O/C B.U. ROOF 0/PLYWD DECK. BACK --CUT PLYWD. 45deg. AT THIS POINT. --------------------------------------- MAKE-UP AIR UNIT -- SEE "M" DWG'S BUILT-UP ROOF SEE SPECS PLYWD CRICKET _4Z;7g7,____,ryp 12" WIDE x e HIGH GALV. METAL SCUPPER PAINT TO MATCH ADJ. SURFACE (TYPICAL OF THREE) SCALEt 1/4v= if PIPE, DUCT, CONDUIT, OR VENT. G.I. ROOF JACK -HOT MOP INTO B.U. ROOF. G.I. COUNTER FLASH'G -SEAL W/MASTIC. B.U. ROOF 0/PLYWD DECK. NOTES 1. FOR ADDITIONAL INFORMATION AND EXACT LOCATIONS OF ALL AIRCONDITIONiNG EQUIPMENT PLATFORMS, PADS AND ROOF PENE-TRATICINS OR OPENINGS, SEE -M" DRAWINGS. 2. FOR All- STRUCTURAL FRAMING MEMeERS, SIZES, AND ADDITIONAL INFORMATION, SEE STRUCTURAL DRAWINGS 3. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS OF THE BUILT UP ROOFIN(s, MANSARD FINISH COVERING, AND THE UNDERLAYMENT, 4 +6"(FOR EXAMPLE)INDICATES APPROXIMATE ELEVATION OF THE TOP OF ROOF PLYWOOD SHEATHING AT PLYWOOD CRICKET. b ANY PROJECTION THROUGH ROOF MUST HAVE A ROOF JACK AND COUNTER FLASHING HOT MOPPED INTO ROOFING THIS INCLUDES ALL CONDUITS, PIPES, STRUCTURAL ELEMENTS, P.V.C. LINES, ETC. SURFACE APPLICATIONS OF ROOF JACKS WILL NOT BE PERMITTED. SEE DETAIL THIS SHEET. 6. ALL EQUIPMENT PLATFORMS SHALL BE BUILT LEVEL. 7. ALL EXHAUST FANS AND AIR CONDITIONING EQUIPMENT DESIGNATIONS ARE TAKEN FROM MECHANICAL DRAWINGS. 8. ALL SHEET METAL COVERS ON EQUIPMENT PLATFORMS AND ALL COPING METAL., SHALL BE OF 24 GA. G.I. SHEET METAL WITH ALL SEAMS CAULKED INCLUDING CORNERS. ALL SHEET METAL SHALL BE SHOP PRIMED USING (1) COAT OF "RUST—OLEUM* GAL\`INOLEUM, 3203 UNDER COAT CLEAR BLUE TINT. SEE SHEET METAL SPECIFICATIONS. 9. THERE SHALL, BE NO PENETRATIONS THRU MANSARD ROOF. 10. ALL. WOOD NAILERS, STRIPPING, BLOCKS, ETC._. REQUIREDFOR INSTALLATION OF CONCRETE ROOF TILE, IF OCCURS, SHALL BE FURNISHED AND INSTALLED BY ROOFING CONTRACTOR. 11 3" STORM DRAIN THRU CURB FACE AND OVERFLOW DRAIN THROUGH SOFFIT, CUT PIPING FLASH WITH CURB. LEGEND: O.F. = OVERFLOW THRU SOFFIT -SEE "P" DWGS Ao P4 j I I SCALE, NONE I I A07 -D16 6011 NP A07 D08 A0 "I III( Al 111-1p 99 00160 CARL'S JR SCALD 12144 SW SC140LLS SCALE, SCALE, SCALD :T I - IT I = 11-09 24 1 RRY RI) PL, 40 of 52 EOt"EW RATFOW If-oky 16 CT=7 it -Of 12 P" qm" 8 Mai mce"i V-01, 1 3#= 3 & If this notice appears clearer 111,111 the JUN 0 2 2000 documviii, the doctimellf is of 111,11-0mill (walif.y. lI3l'p_F IN CMIN%INCH41 !6 lz 13 Iv- T 11 T_ h!! , .,!! 1 "w! �; Jill ;11. i':Mili wh P.V.C. SLEEVE FILL PITCH PKT. TO TOP W/HOT PITCH. 24GA. G.I. SHT.MTL. ALL AROUND -HOT MOP INTO BUILT -IJP ROOF. B.U. ROOF 0/PLYWD. DECK. V) (D Z V) 0 CID x 0 V) 7-) Li I-- Z C) L'j CO) cv LLA> CA Z 0 L) r (.5 0 0 0 cr UJI w LOUJI D :mz 0 U) 0 jz 0 LLI r --t (D — w ff cc _j T_ 0- < 00 :z W < x cc > CD C) �L.Li co LLJ _j c\j cr) c:) 7-) 14- 0 0) CIO c) L�klj 8 cy) Lei ti --w 0 LLj z Lu <a 3: L.L O00 0 m >_ cr_ Lz u LL 0 U) LU cc a0 V J 00 �b U) cr 0 w 3� 0 DRAWft-- 11T1 REVISIONS A4 STAMP R. AV ERT URJ(30N � PROTO DATE: 2-15-99 BLDG. APR 9 199Q SUBMITTAL DATE: BID DATE: CKE NO. 95171 EKA NO, 98-98 c SCALE: AS NOTED SHEET SCALD A-- 3' = F-00 4 BUILT-UP ROOF 0/ PLYWD. SHT'G 2x8 BETWEEN TRUSSES 2x4 FRAMING _j Ia & 8L' OCKING P.C. TO P SOV. ABS PLASTIC Q ZI COMBINATION ROOF DRAIN, m OVERFLOW, AND FLASHING, ss WITH 4" DRAINS AND DOME GRATE -AS SUPPLIED BY -TECH SPECIALTIESOR APPROVED EQUAL U) P.C. TO EXTEND DRAIN PIPES m ? j AS REQUIRED -SEE PLUMBING PLANS tA_ U -i Ir __j " ()L F" ORW DFAIL G.1. CAP FIBER CANT STRIP 16 1 A-8 12 SIM. A-9 17'-9 1/2" TOWER AWNING TILE ROOF 5/8- GYP BD FIRE:- STOP. IRE-STOP. ONE SIDE CIF TRUSS FROM UNDER SIDE OF ROOF SH7'G TO TOID OF SUSP. CLG.-CONSTRUCT --PER CODE SECURE COMP. RACK TO CURB W/ 1/2"0 1 LAGS & WASHERS- THRU FRAME • (PLATFORM TO BE LEVEL IN EACH DIRECTION 24GA. G.I. FLASH'G 0/ B.U. ROOF. B.U. ROOF 0/ 3/4" PLYWD. 2x8 AT 16 -0/C -- COMP. RACK SIMPSON A- 35 0 24" O/C 4" FIBER CANT 3 3SIM. A- I A -C. UNITS -SEE "Mw DRAWINGS COMPRESSOR RACK -SEE P -R-1" & "R-2 MIN.1/2" PER FT. SLOPE-U.N.O. SHAPED 2x AT 16"O/C B.U. ROOF 0/PLYWD DECK. BACK --CUT PLYWD. 45deg. AT THIS POINT. --------------------------------------- MAKE-UP AIR UNIT -- SEE "M" DWG'S BUILT-UP ROOF SEE SPECS PLYWD CRICKET _4Z;7g7,____,ryp 12" WIDE x e HIGH GALV. METAL SCUPPER PAINT TO MATCH ADJ. SURFACE (TYPICAL OF THREE) SCALEt 1/4v= if PIPE, DUCT, CONDUIT, OR VENT. G.I. ROOF JACK -HOT MOP INTO B.U. ROOF. G.I. COUNTER FLASH'G -SEAL W/MASTIC. B.U. ROOF 0/PLYWD DECK. NOTES 1. FOR ADDITIONAL INFORMATION AND EXACT LOCATIONS OF ALL AIRCONDITIONiNG EQUIPMENT PLATFORMS, PADS AND ROOF PENE-TRATICINS OR OPENINGS, SEE -M" DRAWINGS. 2. FOR All- STRUCTURAL FRAMING MEMeERS, SIZES, AND ADDITIONAL INFORMATION, SEE STRUCTURAL DRAWINGS 3. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS OF THE BUILT UP ROOFIN(s, MANSARD FINISH COVERING, AND THE UNDERLAYMENT, 4 +6"(FOR EXAMPLE)INDICATES APPROXIMATE ELEVATION OF THE TOP OF ROOF PLYWOOD SHEATHING AT PLYWOOD CRICKET. b ANY PROJECTION THROUGH ROOF MUST HAVE A ROOF JACK AND COUNTER FLASHING HOT MOPPED INTO ROOFING THIS INCLUDES ALL CONDUITS, PIPES, STRUCTURAL ELEMENTS, P.V.C. LINES, ETC. SURFACE APPLICATIONS OF ROOF JACKS WILL NOT BE PERMITTED. SEE DETAIL THIS SHEET. 6. ALL EQUIPMENT PLATFORMS SHALL BE BUILT LEVEL. 7. ALL EXHAUST FANS AND AIR CONDITIONING EQUIPMENT DESIGNATIONS ARE TAKEN FROM MECHANICAL DRAWINGS. 8. ALL SHEET METAL COVERS ON EQUIPMENT PLATFORMS AND ALL COPING METAL., SHALL BE OF 24 GA. G.I. SHEET METAL WITH ALL SEAMS CAULKED INCLUDING CORNERS. ALL SHEET METAL SHALL BE SHOP PRIMED USING (1) COAT OF "RUST—OLEUM* GAL\`INOLEUM, 3203 UNDER COAT CLEAR BLUE TINT. SEE SHEET METAL SPECIFICATIONS. 9. THERE SHALL, BE NO PENETRATIONS THRU MANSARD ROOF. 10. ALL. WOOD NAILERS, STRIPPING, BLOCKS, ETC._. REQUIREDFOR INSTALLATION OF CONCRETE ROOF TILE, IF OCCURS, SHALL BE FURNISHED AND INSTALLED BY ROOFING CONTRACTOR. 11 3" STORM DRAIN THRU CURB FACE AND OVERFLOW DRAIN THROUGH SOFFIT, CUT PIPING FLASH WITH CURB. LEGEND: O.F. = OVERFLOW THRU SOFFIT -SEE "P" DWGS Ao P4 j I I SCALE, NONE I I A07 -D16 6011 NP A07 D08 A0 "I III( Al 111-1p 99 00160 CARL'S JR SCALD 12144 SW SC140LLS SCALE, SCALE, SCALD :T I - IT I = 11-09 24 1 RRY RI) PL, 40 of 52 EOt"EW RATFOW If-oky 16 CT=7 it -Of 12 P" qm" 8 Mai mce"i V-01, 1 3#= 3 & If this notice appears clearer 111,111 the JUN 0 2 2000 documviii, the doctimellf is of 111,11-0mill (walif.y. lI3l'p_F IN CMIN%INCH41 !6 lz 13 Iv- T 11 T_ h!! , .,!! 1 "w! �; Jill ;11. i':Mili wh P.V.C. SLEEVE FILL PITCH PKT. TO TOP W/HOT PITCH. 24GA. G.I. SHT.MTL. ALL AROUND -HOT MOP INTO BUILT -IJP ROOF. B.U. ROOF 0/PLYWD. DECK. V) (D Z V) 0 CID x 0 V) 7-) Li I-- Z C) L'j CO) cv LLA> CA Z 0 L) r (.5 0 0 0 cr UJI w LOUJI D :mz 0 U) 0 jz 0 LLI r --t (D — w ff cc _j T_ 0- < 00 :z W < x cc > CD C) �L.Li co LLJ _j c\j cr) c:) 7-) 14- 0 0) CIO c) L�klj 8 cy) Lei ti --w 0 LLj z Lu <a 3: L.L O00 0 m >_ cr_ Lz u LL 0 U) LU cc a0 V J 00 �b U) cr 0 w 3� 0 DRAWft-- 11T1 REVISIONS A4 STAMP R. AV ERT URJ(30N � PROTO DATE: 2-15-99 BLDG. APR 9 199Q SUBMITTAL DATE: BID DATE: CKE NO. 95171 EKA NO, 98-98 c SCALE: AS NOTED SHEET SCALD A-- 3' = F-00 4 TOP_ OF FRAM'G I 0 I v 0 14DC-S2 SEMM i r is QA8TRUSS FACIA` - 1 I I _- 12" I I OU�UUUuuuuuu 10P OF TRUSS�r-t SIM.12 , I I I , I � R-30 INSUL. i i �f"~'- GIRDER TRUSS WHERE OCCURS _ EXT. FIN.- SEE EXT. ELEV. ! ! SEE "S" DRAWINGS ----VENT SCREEN -SEE SPECS PAINT TO MATCH SOFFIT - SIUCCO o/ "K" LATH I I I -AWNING BRACKET INTO BACK'G w/ 2# l OWD SCREWS (48"O.C. MAX)! STUCCO 0/ LATH AND PAPER - PLYWOOD WHERE OCCURS --SEE "S" DRAWINGS I " 12” —_—_- /2-- BOTTOM OF TRUSS O 4" -`V - TOP OF' WINDOW HEAD BOTTOM OF AWNING — 1'-6" TILE ROOF OVER PLYWOOD RAKE TILE:. P.T. 2x8 (PAINT) U WOOD TRIM 472) fl 10 OMIT LOWER 2 X 4 PLATE f j A 0 OM WHEN 4 X 12 HEADER IS USED ��- SEE STRUCTURAL \� ACOUST-TII-E CEIL'G ON T -BAR 3 _ --SEE SPECS & FIN. SCHED - 3/4 -dia. 18 GA.WELDFU FRAME-GALV OR ALUM. PIPE_. -� SECURE TO SOFFIT AT 36” O.C. MAX. W/ BRACKET i -POWDER COAT FINISH "WHITE” - -- 3/4"dia. 18 GA. PIPE STRUT AT 5'-10" O.C.(AT POSTS) L SECURE TO POST W/ ADJUSTABLE SLEEVE AND #10 WOOD SCREW- POWDER COAT FINISH "WHITE" GLAZING -SEE WINDOW SCHEDULE ' 1x2 OAK �t n 1 ,�- INTERIOR FIN. O/ DINING RO02 5/8" GYP BD- - STUCCO O/ LATH AND PAPER - PL.YWOOn WHERE OCCURS -SEE "S" DRAWINGS - ------ 2r4 at 16" o/c -- - R-13 INSUL. 3 1 I d v G.I. WEEP SCREED -�- PAINT TO MATCH EXT. FIN. HAND APPLIED SAND COAT FINISH STUCCO TOP AND BOTH SIDES - - STUCCO CORNER BEAD TYPICAL AT CORNERS - - BITUTHANE BITUMINOUS 'MEMBRANE OVER BUILDING PAPER -NAIL. AT EDGES 8" BELOW TOP OF PARAPET ONLY -DO NOT PENETRATE AT TOP SCALE! 1'=1'-0' I- 1 L 20O�) \ 1 A-8 ONE HR. RATED (T'Y'PE "X") EXT'R. GYP. BD. ON STUDS ---B.U. ROOF 0/ PLYWOOD DECK - SEE SPECS i 12" ' i -------------- I i MA.'VUFACTURED WOOD TRUSS ALSO SEE "S" DRAWINGS AND DETAILS INTERIOR FINISH ON ONE HR. RATED GYP. BD BLOCKING AS REQ'D-- TYPICAL -_--------- SCLLLE�RAREA' c.10 i �l f I' 15 SUM" ONE HOUR RAT': -D PARAPET AA1.,L-. STUCCO OVER LATH, PAPER, PLYWOOD & 5/8" ONE HR. RATED (TYPE "X") EXT -R. GYP. BD. ON 2 X 4 STUDS ®1 16" O.C. 31-011 12 SIM. 20 SIM. A-8 A-8 -_— \ \ i I 1 " 1 Z J 12 SIM. / A-8 -- ONE HR. RATED 0II (TYPE "X") EXT'R. I GYP. BD. UNDER PLYWOOD SHT'G. L'--.- ONE HR. RATED (TYPE <") EXT'R. GYP. BD: ON FRAMING * 16' O.C. -- 2x STUDS AT 16" O.C. OR BEAM WHERE OCCURS ONE HOUR RATED WALL: I STUCCO OVER LATH do PAPER, PLYWOOD, 5/8" ONE HR. RATED (TYPE "X") EXT'R. GYP. BD. ON 2 X 4 STUDS (SEE STRUCTURAL) -- SHEAF: WALL WHERE OCCURS -SEE PLANS /---ONE HOUR RATED WALL AT WATER HEATER & ELECT. ROOMS BEYOND ' ------ SCALE: -- BOTTCM OF TRUSS TRUSS -- - STUCCO 0/ LATH AND PAPER 0/ PLYWOOD IF OCCURS SCALE: 1'=1'-0' J J SII r� W w z 0� i 1 1 STUCCO 0/ LATH AND PAPER 0/ PLYWOOD WHERE OCCURS- - Il --" B.U. ROOF 0/ PLYWOOD DECK -- SEE SPECS I I I 12" - ----A-, --------------- MANUFACTURED WOOD TRUSS ALSO SEE "S" DRAWINGS j AND DETAILS II 5 MCT1aMV KITCHEN AREA t . -001 0/1 20� 12 A-8 �A-8 , / \ 1 1 \\ ' 12" / -01 INTERIOR FINISH 0/ GYP. BD --- BLOCKING AS REQ'D- TYPICAL-----__ __- 12 `� SIM. A-8 i SUSPENDED CEILING I SCALE, 3 U Iti W N1 O 14 W Z L rL` Z M N O a_ 160 I a, 10 X �- Z R W N 2 N 2 O 14 r� a: �. d O cLs Z My c3 vi a W 1�J ,n > z � pn d CLIENT z L W d J Lu = cc O ¢�co rrw > L00 cJ g z J N O w 0 c. V cr) L1J Z T: Li 1= Q Z ,5 cr: 00)0 PIP OJF a 0 .n cc cLij Z 0 00 t1J .a } J � c7 �C0O CL a 2 � ' U� F - DRAWING 'Ill v� CO 0 Q V a w to ad REVISIONS 1Q 4-9-99 STAM%,�,r,.,D ARS,.. �Z!JDER T ALAS r 10\^ =AVE tTON, G �-- -- P.T. WD. BLOCKING PROTO DATE., 2-15-99 BLDG. 1 iAI'R ✓ SUBMITTAL C~� -- - - I �� , ----- 24GA. G.I. "Z" BAR. CONT. SEALANT BEAD i I BOTH SIDES DATE:�— EDGE TRIM (TYP) . - 1 X NAIL -ER (TYP.) I 1 B. U. ROOF - F J--- -- LINE OF TRUSS 1 rn /� l\ BID DATE: -- 4" FIBER CANT. c=-----_--- --_-_ �-----._—_ - /\ cicE 951'71 ® t; ----------- 2X AT 16"-0" O.C. NO. , II TRUSSUJI ---- - — EKA No. 98-98 C - VENEER SYSTEM OVER -____- _ STI;CCO 0/ LATH AND PWD, c°C FRAM G. PAPER- PLYWD WHERE: w vi ---- - - - �_ - -- --- SCALE: AS NOTED SEE ELEVATIONS OCCURS -- _ -- --�-- S _ SHEET SCALE' CORNICE DETAIL. 3"-�'- o~ 24 PARAPET I,^,AP 3,� 1,_0. �� PAR�1�"ET WALL BIArSE 3scAl1E� 0, 12 11"'9900160( � K L ' S J k ...,.... .._...�...�.� .��.� 12144 SW SCITOI_LS FLRRYRD Pg 41 of 52 u.� ;:.: ,..�.....: rtlf 1111i nofice appears clearer 111:111 the JUN 0 Z 7000 docttmenf, file dorimmit is of marginal quality• 1111cf(li11111011 ' 1 1 I I I I , .I. ,III I I I I I I'I I ! I ('I I I Ili ' I ;.I II illi ►�I,I. I. I11 � i I, � �� : :.;, 1 � � I III I I � � I i � � i'� '�+1111 I�,II�• ,�, I +,, .I. ,; ;, .:.II :,! i�, t�i ii:I1,,Ii Ill�i'I'lli'I' �1 11► IIllill ,LI,! 1,,:;, l I III I i .I ! ! Ill: { INCH 1ldADE INICNINA I I I I � I, I i I! I I I t I �!` • I I I I! I I I I• I ( I!! �, ;M � ^,, '. 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DRAWINGS I" AIR SPACE HL (WEEN GYP BD & COOLER/FREEZER WAL1- TYP -- - - -- -- EXT. STUCCO o/ 2x at 16" O.C. G.I. WEEP SCREED PAINT TO MATCH EXTIST FIN. � N1 X wlit pt 18" WIDE CONC CURB - -- - Z Z 1w- \ M U e 'g d- O [n �IN� � l oil Z 0 ♦W^ V/ 06 REVISIONS L4, 4-9-99 SSI DC -S3 �TI0�1 SCALE: -- � 3/4'- V-0' STAMP 5/$" GYP. BD. 3/4"02" WIDE EDGE BANDED PARTICLE BD. SHELF - PAINT Lc TO MATCH WALL T R. K�"3'" �(1 QEAVERTCN , OR tJ17 .ti.. << PROTO DATv: 2-15-99 SUBMITTAL In APR 9 1999 S:L______.___-- DATE: 2" `` n Q' BID DATE: `. 1 1/4"o POLE - DO NOT PAINT tD -- - _ - — - - ---- --- -' - -- -- ..�_ _ - — --- LEAVE NATURAL - CKE NO 95171 U PAINT ETOEMATCH WALLS - EKA No. 98-98 C PROVIDE 1 x4 WD. SUPPORT SCALE: AS NOTED AT CENTER OF SHELF SHEET "Dt' S4 A09-1108 SCALPSCALEI A-9 11,.= v-0° 12 & -POLE 3•- 1 - _0 18 lit II'Ny111►16U1 Kt. 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SUPPORT SCALE: AS NOTED AT CENTER OF SHELF SHEET "Dt' S4 A09-1108 SCALPSCALEI A-9 11,.= v-0° 12 & -POLE 3•- 1 - _0 18 lit II'Ny111►16U1 Kt. N.IV0 12144 SW SCNOI,LS —� FERRY RD I'p 42 of 52 rb.,� ,,.r�, ,...�.. .> -mm If this notice appears clearer Ilton flit, dUrument, the docuntenl is of wart, al quality. INCADE MADE IN CHINA - __ T 1 ! II I II III I I i III lil IIII,IIII�II„�IIII...,1111I�Ilr...l!Il�lltl,,Ill�ll..!!!I�!!!! Illi�iiillliilii�l I yg a' l y 1 h Lr �y1 J U N 0 1 2000 1111t.ro I{Illct{ IIIIiIjI ;i;Ji;l�ljj� I; �j�l�jjji�l�ljll! �! IIjiII��jI�Ilili,��l;fill - - 1 t! 74 tf 1� _T 1!!1!!1!!!111 I.I!!i�l!ili!!i'Illlii"!IIIII!I!III!!lIIIA!IIIIIII!!!!I!II!I!!!!�1lI!I!I!! ! !! I ,r II I 'Intl nnln , ,,,I , ulll[, , ,,,, I - �I ! IIllli �„ittjii ill. i,II,Iltlltt„Itlllt,.. ,,1, t„ill,,,ttt,tll ltl,l,l!II„11,11 - STUCCO 0/LATH AND -- INT.FIN. 0/5/8" GYPBD. - GLAZING- SEE SPECS AND WINDOW SCHEDULE i "J" METAL TYPICAL SEALANT--TYP. --- -- --- SEALANT--TYP. BREAK METAL -- 1 3/4"X4" ALUM. 19 - - i cig, CLEAR SILICONE-TYP. -- —1 3/4"X4" ALUM. 4X POST W/BREAK METAL OVER---- DOOR-SEE VER--- DOOR-SEE SPECS 1 3/4-X4- ALUM. I -------APPLIED STOP INTERIOR _1 UNE OF ALUM. JAMB Vill - B 110 ut'i __ A10 D17 A1'i Y::i HM SCALE, SCALE, 3'= 11_p/AM AT TPANWM 3'- 1/_0/ 17 1 CHO PAL Ewa L --_ - ------ ---- 1 3/4"X4" ALUM. 19 _._-.------ _._ .-_.-_--._.------- ------ --. _-- - ALUM. APPLIED STOP19 ---- - - - DOOR -SEE SPECS Aw GLAZING- SEE SPECS AND WINDOW SCHEDULE TYPICAL SEALANT-TYP. - ALUM. BREAK METAL( 19 D_ A10 DIH 3'=SCALE:-1221 AM FACE OF DOOR FRAME TO ALIGN WITH FACE OF WINDOW FRAME - TYPICAL - "L"- j SILL -SEE DET. 12 - --- 4X POST W/ BREAK METAL OVER ----- 1 3/4"X4.6" ALUM. 19 POST WITH APPLIED STOPS -- El NTERIOR A10 -D23 A10-1119 JAMSCALE, 23 CENM PT 3'= 1'-0' 1X2 CHAIRRAIL 10 L/P FINISH 12.144 SW SCROLLS FERRY RD PI; 43 of 52 SCALE,� 24 STUCCO EXT. FIN. "J" METAL LINE OF CHAIR RAIL (WHERE OCCURS) FINISH OVcR 5/8" GYP. BD. m X '�- � 6 COVE TILE BASE BY G.C. MT'L.-1YP AT CORNERS _ w WITH APPROPRIATE TRIM PIECES ALUM. 19 rz S O STOPS � N rm. mAM RSI WALL m 1 I1991)u 10( K I. S .I It — 12.144 SW SCROLLS FERRY RD PI; 43 of 52 SCALE,� 24 STUCCO EXT. FIN. "J" METAL LINE OF CHAIR RAIL (WHERE OCCURS) FINISH OVcR 5/8" GYP. BD. 3 - 1 -0J DRYWALL "L" MT'L.-1YP AT CORNERS AND ENDS 1-3/4"X4" ALUM. 19 APPLIED O STOPS 1 -1 3/4"X4" POST W/ STIFFENER -ALUM. APPLIED (_19 STOPS -' - DOOR -SEE SPECS - LINE OF THRESHOLD -VERIFY ---5/8" GYPBD EA. SIDE OF 2x STUDS AT 1 F "0/C _- - INT.FIN.-SEE INT. ELEV. I I I i I I I UNDERSIDE OF + WINDOW SILL WHERE OCCURS I I I 1 X2 OAK TRIM ,HAIR RAIL I 1 I I ice-- - - VENEER I I 1 i I ^ c BACKING hli Uil'i SCALE, 13 I'm 3' 1_01 — 1 GLAZING- SEE SPECS AND WINDOW SCHEDULE TYPICAL - MITRE SILLS AT POST 4X4 STRUCTURAL POST TILL BELOW -SEE DET.12 �,1Q DI'i SCALE, 19 JAM c CHAIR RXIL BELOW T.FIN. 0/5/8" GYP.BD. (2 OAK TRIM ------------- - 1-.R.P. W/ MLDG. PLAN VIEW _ A10 -D05 SCALE- 8 CALE• � T� 3'= 1'-0' A __' 11 STUCCO 0/LATH AND 1�4 INT.FIN. 0/5/8" GYPBD "J" METAL. SEALANT-TYP. n ALUM. 4-----4-----4-_--CLEAR SILICONE EXT. c BACKING :RAMIC WALL TILE - :E INT. ELEVATIONS 1LLNOSE EDGE-TYP. , .R.P. W/ MLDG. A10-DO1 SCALE: 5 ENDI WALL. I I GLASS INTERIOR I I SILICONE SEAL —1 -3/4"X4" I I I BLOCKING CHAIR RAIL ' - --- GLAZING- SEE SPECS INT. FIN 0/ 5/8" GYPBD. J AND WINDOW SCHEDULE EXT. WALL AND FIN. 11ii D10 I I ' TYPICAL Al0-D06 - A10 -DO SCALE+14 w /� SCALE- " 1 AT SCALE:JAM " 3'= 1'-0' 3- 1 0 v 3- 1--p HEAD T-HOL.D-SEE SPECS. STUCCO EXT. FIN. LINE OF CHAIR RAIL_ FINISH OVER 5/8" GYP. BD. 1 3/4"X.4" ALUM. POST i 19� - APPLIED STOP DOOR -SEE SPECS A1(1 1111 SCALE+ 15 J" AT PW 3= 1' -0' -SEE SPECS :D STOP - FRAME , A10 D16 LFC 0/CON( SLAB 1N. S IIED. ' STR:P-SE _ SPECS HOLD -SEE SPC"r�S J MASTIC �- Q N I .1/2" Mj IX A10-Dl�' SCALE __ �� 3'= 1' s - -- -- GLAZING- SEE SPECS AND WINDOW SCHEDULE- R-13 INSULATION AT EXT. TYPICAL WALLS -� - WALL FIN. -SEE INT. ELEVATIONS "J"METAL AT DRYWALL_ - SEALANT-TYP. "J" METAL 1H . le - --- 4X4 STRUCTURAL POST - - ^+ - H.M. FRAME --SEE ---- BREAK METAL(ii)_ . SPECS 5 3/4—* F1 NOTE: SINGLE GLAZING IS SHOWN- SEE WINDOW SCHEDULE, SHT.A-13 TO VERIFY. USE DUAL GLAZING IF CALLED FOR ON SCHEDULE - TYPICAL AT ALL GLAZING H.M. DOOR AT EXT. OPENING OR L/P COV. S.C. WOOD DOOR AT INT. OPENING. SCALE, a CC -- LINE OF CHAIR RAIL BLW c� W 3 - 1 -0J C) � N - 5/8" GYPBD. 0/ 2x Q n O to � N .- � co w Z IT z M LLCOVERING 0/ GYP. = v o a BD a N � a� �tf I o0 x -CHAIR RAIL AND WALL W � o FIN ABV AND BELOW Q W 0 N TO WRAP END OF WALL W > z C4 A10-DO1 SCALE: 5 ENDI WALL. I I GLASS INTERIOR I I SILICONE SEAL —1 -3/4"X4" I I I BLOCKING CHAIR RAIL ' - --- GLAZING- SEE SPECS INT. FIN 0/ 5/8" GYPBD. J AND WINDOW SCHEDULE EXT. WALL AND FIN. 11ii D10 I I ' TYPICAL Al0-D06 - A10 -DO SCALE+14 w /� SCALE- " 1 AT SCALE:JAM " 3'= 1'-0' 3- 1 0 v 3- 1--p HEAD T-HOL.D-SEE SPECS. STUCCO EXT. FIN. LINE OF CHAIR RAIL_ FINISH OVER 5/8" GYP. BD. 1 3/4"X.4" ALUM. POST i 19� - APPLIED STOP DOOR -SEE SPECS A1(1 1111 SCALE+ 15 J" AT PW 3= 1' -0' -SEE SPECS :D STOP - FRAME , A10 D16 LFC 0/CON( SLAB 1N. S IIED. ' STR:P-SE _ SPECS HOLD -SEE SPC"r�S J MASTIC �- Q N I .1/2" Mj IX A10-Dl�' SCALE __ �� 3'= 1' s - -- -- GLAZING- SEE SPECS AND WINDOW SCHEDULE- R-13 INSULATION AT EXT. TYPICAL WALLS -� - WALL FIN. -SEE INT. ELEVATIONS "J"METAL AT DRYWALL_ - SEALANT-TYP. "J" METAL 1H . le - --- 4X4 STRUCTURAL POST - - ^+ - H.M. FRAME --SEE ---- BREAK METAL(ii)_ . SPECS 5 3/4—* F1 NOTE: SINGLE GLAZING IS SHOWN- SEE WINDOW SCHEDULE, SHT.A-13 TO VERIFY. USE DUAL GLAZING IF CALLED FOR ON SCHEDULE - TYPICAL AT ALL GLAZING H.M. DOOR AT EXT. OPENING OR L/P COV. S.C. WOOD DOOR AT INT. OPENING. �muj U Lu Z W F— Q CL LL SEALANT -TYPICAL Z 5 cr SLID. GL. WINDOW -SET O cb O IN MASTIC -SEC SPECS. FI:U.IEC`r � SCALE, a CC / j a W 3 - 1 -0J C) � N Q � r- O to 1-3/4"X4" ALUM. l 19 � cr 0 O .- � co j IT z M 0 cr- r = o uj Z N � W SCALE, �' W Z W �(n (.DENT f - W LLJ u� w 0 i cr W Ccr C) �muj U Lu Z W F— Q CL LL SEALANT -TYPICAL Z 5 cr SLID. GL. WINDOW -SET O cb O IN MASTIC -SEC SPECS. FI:U.IEC`r � SCALE, 1 CC / j co I— 3 - 1 -0J C) J N o LL. cf) 0) 1-3/4"X4" ALUM. l 19 � cr 0 O .- � co j IT ,) 0 cr- r = 0 1 cp O CL 0 �muj U Lu Z W F— Q CL LL SEALANT -TYPICAL Z 5 cr SLID. GL. WINDOW -SET O cb O IN MASTIC -SEC SPECS. FI:U.IEC`r � "J" METAL ---SJS STOP TO EXTEND 2 ON EACH SIDE -- -- --- SEALANT -TYPICAL I --- - --- DRYWALL "L" MTL-TYP. -1/4- co D REVISIONS ^— - --- #4 FIN. S/S TOP-FURN A & INSTALL BY KIT. EQUIP L! CONT'R - -- A4 t, 7 of J"�.� �� SME:7 SCALE+ -77= 1 1 3 GLAZING- SEE SPECS STM -.D x AND WINDOW SCHEDULE �: SLIDING WINDOW--SEECly"�(.� TYPICAL SPECS.14 FIN S/S ------- 1 X2 OAK TRIM WITH _ Y KEC & INSTALLED STOP-FURN � 'w �� KLAS ��~. EASED EDGES H.M. DOOR --SEE I r BY G. C. SPECS / ��Atcf oit poi+ ,� C. . --- 1/2"X2-3/4" ALI.!M. ( 1g) PROTO DATE: 2-15-99 ^--- ALUMINUM SILL TRIM _--------- CLEAR SILICONE 1'-0" SUBMBLDG. � APR 4 _ —_-}--- •Q+' SUBMITTAL _ / � ..� ' DATE: ---FIN, FLR. (D-__ 19 13%(4" ALUM. SILL -SET IN v - MASTIC l_._. SWEEP STRIP- BID DATE: SEALANT-TYP. - ;`---i -r._...... - ,-=:__.- -- L —4 SEE SPECS g 3/4 1 1/2" • - W CKE NO. 95171 _ 1/4 g' -- 2 LAYERS 5/8 EXT. -- -- INT.FIN. 0/5/8" GYPBD. MAX. -EXT. WALK O PLYWD rl<n No -�98-98 C STUCCO 0 LATH AND — PAPER -PLYWOOD WHERE ^,. i SCALE:AS NOTED OCCURS, SEE "S" DWGS (/A I f j) '`� ---EXT. FINISH -SEE DET.12 ��---- \.. J �.;� SHEET A10 -D08 _ A10 D04 —� SCALE, —� SCALES •�- � SCALE, A10 �.; ,-_p- 12"_ ; t -QM 8 sou. 3.="V_0. 4 . ,-.. � If this nt►licc ;rlrlrr�;rre cic;lrcr Ill;ur thr' � JUN a 2 2000 dOrumcnl, the docunrcnl is of nulri;ilr;Il gn;llity. � T111Ci'011llli�`(I ,. �, ,, I II j j I— I I . L t...I ,19... 'I 1,.. I.. 1�1. ., �� ...1.. ,..;Y II f.. ,.,�) .,,I,• : , t ,,., , I �, Illlijlll�Ilii,jllll!IIIIjIII jll(IlIIIIIIIIIIIIIIIIliIIIIIIIiiIIIlllililil Iilln;lllIIIIIiIIlIIIlI,'liil Ili„, I, I,n , null Zinn' III {nl f, li i ilii! itt11 111tH t 1 1111 I I I ,,III Itl Itt , „ , Iu t i , In Ihn I ill,1:..1111i11i;,• ,,,•. ,,.,,I,nilnn, ,II,��I�iI1111iI,111„ rlrrrrrrrlrl 24�C o Q 0 IZ cr Ll a� « cc LLj Z O o LL. cf) g go = � cr 0 O .- w oCL V a 0 cr- r = 0 1 cp O CL 0 Z DRAWING TITLE SCALE, 2 3'= 1'-0' "J" METAL ---SJS STOP TO EXTEND 2 ON EACH SIDE -- -- --- SEALANT -TYPICAL I --- - --- DRYWALL "L" MTL-TYP. -1/4- co D REVISIONS ^— - --- #4 FIN. S/S TOP-FURN A & INSTALL BY KIT. EQUIP L! CONT'R - -- A4 t, 7 of J"�.� �� SME:7 SCALE+ -77= 1 1 3 GLAZING- SEE SPECS STM -.D x AND WINDOW SCHEDULE �: SLIDING WINDOW--SEECly"�(.� TYPICAL SPECS.14 FIN S/S ------- 1 X2 OAK TRIM WITH _ Y KEC & INSTALLED STOP-FURN � 'w �� KLAS ��~. EASED EDGES H.M. DOOR --SEE I r BY G. C. SPECS / ��Atcf oit poi+ ,� C. . --- 1/2"X2-3/4" ALI.!M. ( 1g) PROTO DATE: 2-15-99 ^--- ALUMINUM SILL TRIM _--------- CLEAR SILICONE 1'-0" SUBMBLDG. � APR 4 _ —_-}--- •Q+' SUBMITTAL _ / � ..� ' DATE: ---FIN, FLR. (D-__ 19 13%(4" ALUM. SILL -SET IN v - MASTIC l_._. SWEEP STRIP- BID DATE: SEALANT-TYP. - ;`---i -r._...... - ,-=:__.- -- L —4 SEE SPECS g 3/4 1 1/2" • - W CKE NO. 95171 _ 1/4 g' -- 2 LAYERS 5/8 EXT. -- -- INT.FIN. 0/5/8" GYPBD. MAX. -EXT. WALK O PLYWD rl<n No -�98-98 C STUCCO 0 LATH AND — PAPER -PLYWOOD WHERE ^,. i SCALE:AS NOTED OCCURS, SEE "S" DWGS (/A I f j) '`� ---EXT. FINISH -SEE DET.12 ��---- \.. J �.;� SHEET A10 -D08 _ A10 D04 —� SCALE, —� SCALES •�- � SCALE, A10 �.; ,-_p- 12"_ ; t -QM 8 sou. 3.="V_0. 4 . ,-.. � If this nt►licc ;rlrlrr�;rre cic;lrcr Ill;ur thr' � JUN a 2 2000 dOrumcnl, the docunrcnl is of nulri;ilr;Il gn;llity. � T111Ci'011llli�`(I ,. �, ,, I II j j I— I I . L t...I ,19... 'I 1,.. I.. 1�1. ., �� ...1.. ,..;Y II f.. ,.,�) .,,I,• : , t ,,., , I �, Illlijlll�Ilii,jllll!IIIIjIII jll(IlIIIIIIIIIIIIIIIIliIIIIIIIiiIIIlllililil Iilln;lllIIIIIiIIlIIIlI,'liil Ili„, I, I,n , null Zinn' III {nl f, li i ilii! itt11 111tH t 1 1111 I I I ,,III Itl Itt , „ , Iu t i , In Ihn I ill,1:..1111i11i;,• ,,,•. ,,.,,I,nilnn, ,II,��I�iI1111iI,111„ rlrrrrrrrlrl 24�C 6 ca GRAPHICS (TYP.) 1 x 2 42a: V) SEE SHT. K7 DETAIL 3 TRIM GRAPHICS (TYP.) 04 SEE SHT. K-7 DETAIL 3 1 x 2 TRIM z Lai ---q22) 42) z :5 21) DOORS- :D 0 20 V) SEE SPECS In 00 r Z:3 W (14 10 W > r4 t= 4( Z CA r 22 m 0 1* X\ 10 A-10 12 A-10 C) A-1 uj I / \ r cr_ -1 Ai 24 0 I L F_ ------ f 0 OR ----------------------------- - lo- i +------------------ - - - - - - -- Ir LAJ F > ------------------------------- ------------------------- J z --------------------- I I ----- 1 1611 ------------------------------------------------ - - - - - - I EAR I �O — 0 - ---- -------- ::�FTI-T-j TTrr-rT-ri 1-T -r- FVT 1 :r 40 m CL _j -1-Irr -7 - I I u PANIC HARDWARE-] SETTEE SEE PANIC HARDWARE-_-] PER SPECS L:�24 SETTEE SEE- " K" DWC'S PER SPECS _1) "K" DWIS'S �24 205 Ell LOW LEVEL EXIT SIGNS- F-31 (-L.ILNT LOW LEVEL EXIT 21 - 302 U) SEE 'E' DWGS. INSTALL F AS CLOSE TO JAMB AS LIGHTING-SEE "E' DWGS 0 LJ AIIDIN[ POSSIBLE Lu cn D" P4=U OPM Cc CD 101-102 > C) .4, uj 00 GRAPHICS (TYP.) Z _j LL c\1 SEE SHT. K-7 DETAIL 3 G.C. TO INSTALL MAXIMUM Z) a) tT OCCUPANCY SIGN- 20 0 PROV. BY OWNER 00 O FOUNDERS L0 _A--I �O PORTRAIT 13'-3"± MENU BD. cp Lj MENU BOARD INSTALL SECURITY T I GRILL-SEE SPECS. SILICONE MURAL AT EACH D.T. _399 Lu z TO WALL WINDOW LINE OF MENU BRD. - PROVIDE-_ LLj < PLYWD. BACKING BEHIND 1ILE. Z CC 1 x 2 TRIM MENU BD. APPENDAGE0 05 0 -.LLL1-L L ------ i V-T SILICONE MURAL 7 I --- 1_ I — % PR(,)Ijf(-1 22 4 TO WALL LJ SEE DETAIL A- 12 FOR WALL X. ACCENT TILE 0 8i POLISHED AkUMN. 20 C) 00 0 POLISHED ALUMN. k'L u 9 J" TRIM 0 ALL EDGES a 4 �3 OPEN J" TRIM TOP L 1 .6) OPEN E: TO OPEN 0 ALL EDGES A- K-4-F ft cr KITCH. vi TO cp TO �_4 KITCH. 113 ----- z uj VEST 104 Q.25? I T 0 LU TT7— I_r 17-T-77 -r,T-T-T- T 30 _j I kTrr-m... CC pq YI-T-TT-r- Q 00 goo Lj rn -SEE SHT # A-12 COL.UMN S/S PASS OUT CL 3: - COUNTER �: 00 24 ORDER COUNTER ACCENT 1 -1 31 ........... 302 0 (j) CC -4L- 4 F 41 < �_ A. 10RDR Fj F1 F 0 q z - VERIFY LOCATION IF GREEN BURRITO MENU OCCURS M" P40wopm 101-102 SERM- - - - - DRAWING WING __ TITLE TO ACCESSIBILITY NOTES: THE STRUCTURAL STRVCTH OF OW SWS -MOUNT FLUSH VALVE ON SIDE' OF TOILET WITH SHALL MEET THE' FO(IDWM SPEOOFICATIONS: BMW STRESS IN A WO M OR SEAT STORAGE CLOSET- LARGEST CLEAR AREA AND NO HIGHER THAN INDUSM BY THE MAXIMUM IIIENDIING MOMENT �LEAT 4)3/4-SHELVES GRAPHICS (TYP.) 44' A.F.F. PAPER TOWEL DISPENSER FROM THE APPLICATIONS OF A 250 POUND TO WALL F SEE 31�. K-7 DETAIL 3 -FORCE TO ACTIVATE FLUSH VALVE SHALL BE TOILET ROOM PARTITIONS PW I= SHALL K LOS THAN TME z ALLOWABLE n MR THE MATERIAL OF TOILET PAPEP,-------- NO GREATER THAN 5 LBS OF FORCE. TYPICAL-SEE SPECS AND THE GRAIII W OR SEAT AND PAINT-BY GC- HOLDER -FAUCET CONTROLS ARE OF THE TYPE THAT DO 0 SEE FLOOR PLAN- C42,�--_ NOT REQUIRE TIGHT GRASPING,PINCHING, OR 'WA311 YOUR HANDS" TILE SIGN----- FLOOR PLAN-L/P FINC-25) SHEER STRESS INDUCED IN A COW 90 OR 0 1= SEAT BY THE APPUCA111ON OF A 250 POUND TWISTING OF THE WRIST OR HAVE AN OPENING PROVIDED BY OWNER SHALL K LESS THAN THE 7 1 x 2 FORCE OF NOT GREATER THAN 5 POUNDS. INSTALLED BY G. C. SHEEP m MR THE MhTERIAL < TRIM (SEE SPECS) OF rig OR#A Sk Olt SEAT AND ITS uj MOWYM W= OR &NkR SUPPORT IS TOILET SEAT COVER- SOAP DISP. 00111111110111MI TO WE r%UY RESTPAINW, THEN ONO= AND TORSIOIK SMEAR M03M — -- --- IIINALL NOT EXCM YK ALLOWABLE SHEAR &IEER FORCE INDUCED IN FASTENER OR MOUNT. w DEVICE FROM THE APPLICATION OF A 250 POUND OPEN 13 A POINT UMD SHALL K LOS Thk . THE ALLOWABLE.' TO 204- 3:-0" REAR) LATERAL 1.110 OF ETHER THE FAST04ER OR DINING 3 -6" RDE) MOUNTING DIME OR THE SUPPORTINIG STRUCT. 15* WHICHEVO IS THE SMALJJM ALLORAILE "AD. TENSILE FORCE Oft= IN A FASTENER BY A ROOM a• DOW TENSION r OF A 250 POUND PONT 200 _,I 4 20 K LES THAN THE ALLOWAME 00 40A� ic FASTENER I WALL WITH LOAD BETWUN THE GRAB AM SUPPOFMNC STRUCTURE. REVISIONS BAR 1 1/2- / GRAB EIARS SHALL NOT ROTATE WITHIN THEIR in F _J ni7VNGS. LV 72- ) I L Q LL LI 7- 1 1 - - 11.17 '321 Li I IN T-, T_T`T'TTT_rM7 _r_vTI ki 11 I-WITT I Ill I I ILI 1.11 1 1 1 32 32 1 1/4 To 1 1 2' NOMI 141 D TYP. D NOTES AND DIMENSIONS TOILET PAPER Fil 3] FOR HANDICAPPED REQ. F DISPENSER A� A11VESTr WOMENS RESTROOM OF LAVATORYS-SEE ❑ SECTION THRU GRAB BAR L4 A11MENr ELEV."I" AND "2". VESTRU 104 MEN Al',;RAS SCALE: 105 MB Bm GPM NONE MIRROR WITH SHELF-SEE SPECS STAmkl-� Ap "WASH YOUR HANDS" TILE SIGN PROVIDED BY OWNER TOILET PAPER INSTALLED BY G. C. DISPENSERS ELECTRICAL PANELS ��'` T R. KLAN SOAP DISP.7 SANITARY NAPKIN PAPER OR DISPOSAL 6#-2" 11 0�0 DISPE/ /NSER el % ,'VERT .0 EGON 0 __F POLE & 8 A-9 SHELF N/ PROTO DATE: 2-15-99 BLDG. aAPR 9 1999 SUBMITTAL 20 -20'j (.20.) DATE: 24* 36"MAX. It 11111011111% AMD \ 1 ( } HM WAITITI+I BID DATE: J. KNIM VIACF 11 1 IAL I I I I I I I I I T 41 114.w - d:� I I III I __ ][ill[ 1 1 m J A T-A ITA-T-L,r ------T T -T I T-11 T T 32'�- 95171 32 L2) CKE NO. 12* MAX.`J n TYP. ❑ 1� _EKA NO. 98-98 c V) F F31 �j �L_j SCALE: 1/4"= 1 '-0" Allwomr, SHEET ,j A11CREWr AI1[MPr 14111199 00)1(11 WOWN Amll RL'S.IR 106 crew Rwm 108 1-1144 SW S(.,j OLLS 109L 11 RRY RD Ili 44 of 52 If this notice appears cle.,11-er 1111,111 (lit, JUN 0 2 2000 docimiciii, (lie docimmit is of marginal (IualiO. 1111crollimed Jill i;ill 1 11 111T MADE IN CHINA 41' -71 Is —.1T 7 111 3 4 IIjliIII1!IIIh!! !!!.;Il III I lijim il ill;I11111 11'1111 1 111 L " ::1 �V 0 A 0-:-10 ,"7: All 01 1 1/12 (44 TRIM —�A- 1'2) , X24 WALL MOUNTED MLU RACY - --- - - 1 x6 D. F. PAINT TO M >TCFi ADJ. WALL FRP o/ 5/8" WATER RESISTANT -- (20.1 GYP BD 20 � \ A-4 OPEN 10 SCULLERY --ANSUL 110 \ PULLS A-10 8 ILI 3 A-3 MGP SINK r SLE "P" DWG'S 4 M -- SCRIBE AT CEILG & WALLS AS READ 3/4"HD PARTICLE BD.-L/P FIN. - - EXTERIOR AND EDGES, AND WHITE - MELAMINE ALL INTERIOR EXPOSED - SURFACES AND EDGES INCLUDING SHELVES J CLEAR 14" 1 [ INSIDE ?; � CABINEI WALL MOUNT CPU (NIC) t t) el- = '=PRINTER SHELF(NIC)- ..BULLETIN BOARDNSEE SPECS 0 1 ; oD , 20 -� 0 N I I r GC TO PROVIDE J --- FILE CABINETS BACKING IN WALL FOR ��— A rD10 WALL MOUNT CPU AND PRINTER SHELF (N.I.C.) OFFM TYP. ( 20 ANSUL PULL PAPER TOWEL SOAP DISP. HAND SINK PROVIDE PLYWD. BACKING ------- 11 1 legman ■Isommo� ■s■ DIMENSION SHOWN ARE FROM FACE OF STUD .-....-...__.....- 17' - 5" U � 3'-4" 10'--7" 3'-2" CLEAR 4'-0" 2'.-6"a w 3'--0" r� LINE OF STEEL TU E N I Cl EAR � - ---- UPPO SNAKE " _FINISH CNTFi' - MACHINE I Z � \ 8 TOP FRONT AND - - -- - BACk ON THIS5 N SIDE OF -DISPLAY S/S a. 1'-9" - -- (ABLE I x - -- — U W N N ` I ap I t- I Q O V U I I I r DC Y W v `v 0 1 O t0 yl yx Y1 -- - - FA KA A; 0 -- - _ 20 > z LOC. OF 2" dia. HOLE n W T THRU COUNTER FOR DISPLAY CASE �0 m a - COMPUTER CABLE --MAKE ON SITE ON CURB P 4I -FORM 0 DRINK BY G.C. 26 , n Z (--- STATION 2x4 BULKHEAD WALL -- -- �^J 12 2 112" CLR. - COL- BASE z a 15 F- at 16" o/c A- t TO SALAD CASE �� ,i -t 2 c t LENT f-- -.-.__-----_.----.____�____—_ DEPOSIT SAFE Z LINE. OF FASCIA BELOW I�I g z LINE OF COUNTER ui Al2--DOIr �_-- TOP J_� Lq SCALE, 113 ORMR WWTER �l°AN MEM 1/4 1'-0' SCALE+, r 107 ATM 1/4 = 1 -0 V G.C. TO PPOVIDE BACKING By Sc IN WALL FOR MOUNTING. c - SHELF OVER POT SINK _ i --- II + I I I TT TYP. (_28 2'-9* F-` -- - --I tA-3 ACCENT COLUMN— L _ __ - _J OCCUPANCY SIGN 1/8" REVEAL AT RANDOM PATTERN PAINT MATTE BLACK S/S APRON BY KEC L/P �2s -- II COVED 11LE BASE32 -' MURAL - G.C. TO PROVIDE AND INSTALL POLISH ALUM. EDGE TRIM - ALL SIDES Gl I iv Al2 DOUR ' SCALE, T 14 ORDER COUNTER SAFE NOTE: SAFE IS TO BE� -- INSTALLED W'TH FRONT FRP FINISH�O FACE IN LINE WITH FRONT FACE OF ORDER COUNTER PAIL AND SECURED TO FLOOR - - S/S COUNTER TOP FROM INSIDE SAFE WITH SEE e,")4 ANCHOR BOLTS LAY G.C. -ALL VOIDS TO SIDE AND AT BACK AND TOP 'f0 BE FILLED r--=== AND FINISHED WITH FRP AS NEEDED TO CREATE A BUILT IN APPEARANCE F.R.P.20j- , F.R.P. at20 ... WING WALL S/S FIXTURE -SEF "K"DWGS 2x4 BULKHEAL WALL at 16" O.C. I Ir I ILL (28 ) PLATF ORM CASH REGISTER - CPU'S BY OWNER CASE ITEM#65 LNDERCOUNTER SAFE SEE NOTE ABOVE COVED TILE BASE 26 -- -- --- - - -- ...._._. __ ._ ._ - SiN'r\S-SEE K -1I , , ' COVE' TILE BASE (•2I ---- -- TRIM COVE TILE BASE TO FIT -_ 1 ) , LJ -- 2x4 P.T.D.F. SILL_ UNDER LIP OF SAFE J _I plc' 1108 Al,' 11'i Al2-L'g3R SCALD _� ~SCALE, -I O�� ° 1/48= 1'-c- 11n S�C."T10N ,._ 1,-.0. 15 t DER OF -La. ) DRILL_ PILOT HOLES FOR 1--1/4" SELF TAPPING SCREWS AT 12" O.0 ALONG LENGTH 2' -2" --- - T -- COUNTERSINK SCREWS I, 4 r-- --- ------ _-^T - --- -- 2 - 4' HOLE' -SEE PLAN VIEW 121 C.T. OD/3� P �� » » \ \ -�AT ENDS KAND 24`OC TO BUCK �---- LINE OF DISPLAY CASE -----� / - 2x4 x 1 /4 STEEL 1 2` PLYWD. DRILL.. 2"dia. 25 --' TUBE TO CLEAR ` , I HOLES AT 12" O.C. EACH SPAN FULL LENGTH-- ; WAY — TYP. BY FRAMING CONTR. 2`x4" STEEL TUBE- 2'.- 5" UBE- 7'._5" FULL LENGTH-- SEE la - -6"x t /4" LAG BOLT I I .__.- - __ ._ DETAIL 16. �- TILE OVER 3/4"_2�) -_- AT BOTH ENDS OF . i PLYD. TOP. -- TUBE TO LAG TO + - -CASH DRAWER -NIC TOP PLATES AT -� Ci c� Lit,! N D Al2. D24 x FIATFOW MT/JL I i 1 F' 114 1111 1 6(I C K L S .1 It 1/ 144 SW S(It01,1,S FERRY 1211 Pg45 of 52 -- F_ND WALLS 2'-5" --- SAFE TO BE FLUSH 1x2 BACK, - I � =__ WITH RAIL- SEE SIDES &FRONT -- FRP 0/ 1 f 2" PLYWD "v NOTE ON DET.3 r` 'T " L/P COVERED 2x2---- N - SECUR D O STFEi_ ; - FRP O/ "O.C. I EDGE & DWR. FACE TUBE PLYWD 20 t- - 1/4" MASONITE BOT. -- - -- --- -- -" - NOTCH H OPPLATE - 2x4 BULKH WALL AT 16"O.C. A EACH EJ D TO -- - e 1 x3 STOP & SIDES SEAT STL TUBE ---—S-AINLESS EL TRIM MOUNT DWR. GLIDES TO 1 1 x3 SIDES. _ _ --___ ____- 2x4 BLOCKING AT - - - COVED TILE 13ASF C8� BOTH ENDS- FRONT 4 --- - 1x4 CLEAT -BACK & (2) TO BACK AND AT SIDES SECURE TO STUDS 24" U.C.---------- ---- COVED TILE BASE (,32 ) W/SCREWS AT 16"0/C. "�E, 1; 2" I'`L;'WOOD A1z�-D12 _ Alp DOB _ SCALE.: ^� �� _ SCALECOUNTER, 20 � SCALE, �^- �- SCALE, 1 �� TLE DU& 1 112 -1 -0' L N,T,S. L N.T.S, �j 1 - 1 -0 "� If Illk nolice ajgwars clearer th:ul the document, file document is of nlarl;iwil Iluafif�. • I111�'f(1Il�illl.'(I •' , ,, ,� r ., I , ii I lil li li,,i� i -till Iiii I,f ' r � 11...,, ) 1 i 'li, iii .I ; 1,11 II, 11r li i I i� Bill l I I I I I..i I ! i .I !.I 1 l,lr�l ,1111! MCN M I 'I I' i, 11'1 I I 1 1 1�I:i I II I I III I i 1 1 I III l AD I CHI Y' E N NA ----- -�- —T — s w , �, ii _ ' I � III ► I ILII ,t IS �-_ 1 ____.�-- I:. 111'111 11 Ill) IIIIIIi11111 Ir,;III i fill ,,illiiru i i i,r. iii, lii„I I, lu,I , ,n,rli i!„ .I r.. I I 1 1111�11,111„r„III..,lllll)„ ,,,,i ,111,,.,1„I,. ..,.l..,,..,El.....1........... ....1,11...1... I..+.,.l.I..,....li.. .IIlilll I!l,:lll hMillil!_... ...m III!i!'!!�I!!!IIIIlIi!ri,Nijli;l:,ill;,'!!Ill 1;11!!!'I'!!II!!S!I!11i!!ILI1111,!!IIIII11,1;11lII!!�!!1) II11„rlrl, + I 20 A-6 I./P WHERE ( 3S EXPOSED 2 1/2- CLR. - COL. BASE TO SALAD CASE 24\ SIM. F.R.P. PLYWD BACKING TO BE INSTALLED AFTER ELEC'L ROUGH --IN at BACK AREA OF COUNTER -- NOTE: IT IS IMPORTANT THAT THE ORDER COUNTER BE LAYEC OUT EXACTLY SCALE,_ _ Q d c00 C 1/2'= 1'-0' U CO 1 �Lu J N d0 M, L4L]m 4 >- Mw 0uZ •1 15 LLI d A-, 0 U) 0 � b a 0 CL w v, a: u� Li- 8LINE OF DRINK SNUG TIT 40”o t'lj LU v STATION BY SILICON I -J Ir --- K.E.C. SEAL 00 a, ALL JONTS a- 0 = Orj J a- O . 1- h - G C. 'TO C00 DINATE W1Th ® Q KEC TO INSTALL MTL CHANNEL CURB PRIOR TO TILE INSTALL SCALE: �M°� 2 DRAWING TITLE 1120= 1'-0' AS SHOWN TO ASSURE A!L CASH REGISTERS \ ITEMS NEEDED FIT ---- BY OWNER \ PROPERLY CASH DRAWERS 3 -POS OPTION 2 1 - BY OWNER �6 pYMAIf - S/S CUP DISP. I o 0 ��-----�--- �„ a„ CPU DET. -,- -- - DET.1 1 /K- 6 100 00 0° DROP -BOX -BY OWNER UNDERCOUNTER SHELVING BY KEC f-10, _ � + -. _ - �- T I---- I-- _ SEE K-1 SHT. - - ----� CUP DISPENSERS BY -- OWNER,G.C. TO INSTALL SCALE, N,T,S crZ Jw Q D REVISIONS - - -- 1A\ 1/2'= 1'-0' 3 (41 1 W S.C. - - - -- St,MP 1/2 PLYWOOD OVER FRAMING - - - -� p'C�i� -----� -- - - �' OT KLAS S/S APRON 2X8-- 0 O o - - APRON TO I WRAP BOTTOM 01 2X2 TILES EDGE OF - -- iv wo.-- AT RANDOM PLlW00D PATTEP,N L/p (251 1 0/ 1�2." PLYWD & 2x-4 S UDS AT 16" O/C', Al2--D04 PROTO DATE:2-15-99 BLDG. APR a 1999 SUBMITTAL DATE ------- - ��__—_ BID DATE CKE N0. 95171 EKA No. 98--98 C SCALE_ AS NOTED SHEET SCALE+ASM12 3'= 1'-0' - PAPER [ TOWEL -- — --- EOAP �- DISP. HAND SINK M -- SCRIBE AT CEILG & WALLS AS READ 3/4"HD PARTICLE BD.-L/P FIN. - - EXTERIOR AND EDGES, AND WHITE - MELAMINE ALL INTERIOR EXPOSED - SURFACES AND EDGES INCLUDING SHELVES J CLEAR 14" 1 [ INSIDE ?; � CABINEI WALL MOUNT CPU (NIC) t t) el- = '=PRINTER SHELF(NIC)- ..BULLETIN BOARDNSEE SPECS 0 1 ; oD , 20 -� 0 N I I r GC TO PROVIDE J --- FILE CABINETS BACKING IN WALL FOR ��— A rD10 WALL MOUNT CPU AND PRINTER SHELF (N.I.C.) OFFM TYP. ( 20 ANSUL PULL PAPER TOWEL SOAP DISP. HAND SINK PROVIDE PLYWD. BACKING ------- 11 1 legman ■Isommo� ■s■ DIMENSION SHOWN ARE FROM FACE OF STUD .-....-...__.....- 17' - 5" U � 3'-4" 10'--7" 3'-2" CLEAR 4'-0" 2'.-6"a w 3'--0" r� LINE OF STEEL TU E N I Cl EAR � - ---- UPPO SNAKE " _FINISH CNTFi' - MACHINE I Z � \ 8 TOP FRONT AND - - -- - BACk ON THIS5 N SIDE OF -DISPLAY S/S a. 1'-9" - -- (ABLE I x - -- — U W N N ` I ap I t- I Q O V U I I I r DC Y W v `v 0 1 O t0 yl yx Y1 -- - - FA KA A; 0 -- - _ 20 > z LOC. OF 2" dia. HOLE n W T THRU COUNTER FOR DISPLAY CASE �0 m a - COMPUTER CABLE --MAKE ON SITE ON CURB P 4I -FORM 0 DRINK BY G.C. 26 , n Z (--- STATION 2x4 BULKHEAD WALL -- -- �^J 12 2 112" CLR. - COL- BASE z a 15 F- at 16" o/c A- t TO SALAD CASE �� ,i -t 2 c t LENT f-- -.-.__-----_.----.____�____—_ DEPOSIT SAFE Z LINE. OF FASCIA BELOW I�I g z LINE OF COUNTER ui Al2--DOIr �_-- TOP J_� Lq SCALE, 113 ORMR WWTER �l°AN MEM 1/4 1'-0' SCALE+, r 107 ATM 1/4 = 1 -0 V G.C. TO PPOVIDE BACKING By Sc IN WALL FOR MOUNTING. c - SHELF OVER POT SINK _ i --- II + I I I TT TYP. (_28 2'-9* F-` -- - --I tA-3 ACCENT COLUMN— L _ __ - _J OCCUPANCY SIGN 1/8" REVEAL AT RANDOM PATTERN PAINT MATTE BLACK S/S APRON BY KEC L/P �2s -- II COVED 11LE BASE32 -' MURAL - G.C. TO PROVIDE AND INSTALL POLISH ALUM. EDGE TRIM - ALL SIDES Gl I iv Al2 DOUR ' SCALE, T 14 ORDER COUNTER SAFE NOTE: SAFE IS TO BE� -- INSTALLED W'TH FRONT FRP FINISH�O FACE IN LINE WITH FRONT FACE OF ORDER COUNTER PAIL AND SECURED TO FLOOR - - S/S COUNTER TOP FROM INSIDE SAFE WITH SEE e,")4 ANCHOR BOLTS LAY G.C. -ALL VOIDS TO SIDE AND AT BACK AND TOP 'f0 BE FILLED r--=== AND FINISHED WITH FRP AS NEEDED TO CREATE A BUILT IN APPEARANCE F.R.P.20j- , F.R.P. at20 ... WING WALL S/S FIXTURE -SEF "K"DWGS 2x4 BULKHEAL WALL at 16" O.C. I Ir I ILL (28 ) PLATF ORM CASH REGISTER - CPU'S BY OWNER CASE ITEM#65 LNDERCOUNTER SAFE SEE NOTE ABOVE COVED TILE BASE 26 -- -- --- - - -- ...._._. __ ._ ._ - SiN'r\S-SEE K -1I , , ' COVE' TILE BASE (•2I ---- -- TRIM COVE TILE BASE TO FIT -_ 1 ) , LJ -- 2x4 P.T.D.F. SILL_ UNDER LIP OF SAFE J _I plc' 1108 Al,' 11'i Al2-L'g3R SCALD _� ~SCALE, -I O�� ° 1/48= 1'-c- 11n S�C."T10N ,._ 1,-.0. 15 t DER OF -La. ) DRILL_ PILOT HOLES FOR 1--1/4" SELF TAPPING SCREWS AT 12" O.0 ALONG LENGTH 2' -2" --- - T -- COUNTERSINK SCREWS I, 4 r-- --- ------ _-^T - --- -- 2 - 4' HOLE' -SEE PLAN VIEW 121 C.T. OD/3� P �� » » \ \ -�AT ENDS KAND 24`OC TO BUCK �---- LINE OF DISPLAY CASE -----� / - 2x4 x 1 /4 STEEL 1 2` PLYWD. DRILL.. 2"dia. 25 --' TUBE TO CLEAR ` , I HOLES AT 12" O.C. EACH SPAN FULL LENGTH-- ; WAY — TYP. BY FRAMING CONTR. 2`x4" STEEL TUBE- 2'.- 5" UBE- 7'._5" FULL LENGTH-- SEE la - -6"x t /4" LAG BOLT I I .__.- - __ ._ DETAIL 16. �- TILE OVER 3/4"_2�) -_- AT BOTH ENDS OF . i PLYD. TOP. -- TUBE TO LAG TO + - -CASH DRAWER -NIC TOP PLATES AT -� Ci c� Lit,! N D Al2. D24 x FIATFOW MT/JL I i 1 F' 114 1111 1 6(I C K L S .1 It 1/ 144 SW S(It01,1,S FERRY 1211 Pg45 of 52 -- F_ND WALLS 2'-5" --- SAFE TO BE FLUSH 1x2 BACK, - I � =__ WITH RAIL- SEE SIDES &FRONT -- FRP 0/ 1 f 2" PLYWD "v NOTE ON DET.3 r` 'T " L/P COVERED 2x2---- N - SECUR D O STFEi_ ; - FRP O/ "O.C. I EDGE & DWR. FACE TUBE PLYWD 20 t- - 1/4" MASONITE BOT. -- - -- --- -- -" - NOTCH H OPPLATE - 2x4 BULKH WALL AT 16"O.C. A EACH EJ D TO -- - e 1 x3 STOP & SIDES SEAT STL TUBE ---—S-AINLESS EL TRIM MOUNT DWR. GLIDES TO 1 1 x3 SIDES. _ _ --___ ____- 2x4 BLOCKING AT - - - COVED TILE 13ASF C8� BOTH ENDS- FRONT 4 --- - 1x4 CLEAT -BACK & (2) TO BACK AND AT SIDES SECURE TO STUDS 24" U.C.---------- ---- COVED TILE BASE (,32 ) W/SCREWS AT 16"0/C. "�E, 1; 2" I'`L;'WOOD A1z�-D12 _ Alp DOB _ SCALE.: ^� �� _ SCALECOUNTER, 20 � SCALE, �^- �- SCALE, 1 �� TLE DU& 1 112 -1 -0' L N,T,S. L N.T.S, �j 1 - 1 -0 "� If Illk nolice ajgwars clearer th:ul the document, file document is of nlarl;iwil Iluafif�. • I111�'f(1Il�illl.'(I •' , ,, ,� r ., I , ii I lil li li,,i� i -till Iiii I,f ' r � 11...,, ) 1 i 'li, iii .I ; 1,11 II, 11r li i I i� Bill l I I I I I..i I ! i .I !.I 1 l,lr�l ,1111! MCN M I 'I I' i, 11'1 I I 1 1 1�I:i I II I I III I i 1 1 I III l AD I CHI Y' E N NA ----- -�- —T — s w , �, ii _ ' I � III ► I ILII ,t IS �-_ 1 ____.�-- I:. 111'111 11 Ill) IIIIIIi11111 Ir,;III i fill ,,illiiru i i i,r. iii, lii„I I, lu,I , ,n,rli i!„ .I r.. I I 1 1111�11,111„r„III..,lllll)„ ,,,,i ,111,,.,1„I,. ..,.l..,,..,El.....1........... ....1,11...1... I..+.,.l.I..,....li.. .IIlilll I!l,:lll hMillil!_... ...m III!i!'!!�I!!!IIIIlIi!ri,Nijli;l:,ill;,'!!Ill 1;11!!!'I'!!II!!S!I!11i!!ILI1111,!!IIIII11,1;11lII!!�!!1) II11„rlrl, + I 20 A-6 I./P WHERE ( 3S EXPOSED 2 1/2- CLR. - COL. BASE TO SALAD CASE 24\ SIM. F.R.P. PLYWD BACKING TO BE INSTALLED AFTER ELEC'L ROUGH --IN at BACK AREA OF COUNTER -- NOTE: IT IS IMPORTANT THAT THE ORDER COUNTER BE LAYEC OUT EXACTLY SCALE,_ _ Q d c00 C 1/2'= 1'-0' U CO 1 �Lu J N d0 M, L4L]m 4 >- Mw 0uZ •1 15 LLI d A-, 0 U) 0 � b a 0 CL w v, a: u� Li- 8LINE OF DRINK SNUG TIT 40”o t'lj LU v STATION BY SILICON I -J Ir --- K.E.C. SEAL 00 a, ALL JONTS a- 0 = Orj J a- O . 1- h - G C. 'TO C00 DINATE W1Th ® Q KEC TO INSTALL MTL CHANNEL CURB PRIOR TO TILE INSTALL SCALE: �M°� 2 DRAWING TITLE 1120= 1'-0' AS SHOWN TO ASSURE A!L CASH REGISTERS \ ITEMS NEEDED FIT ---- BY OWNER \ PROPERLY CASH DRAWERS 3 -POS OPTION 2 1 - BY OWNER �6 pYMAIf - S/S CUP DISP. I o 0 ��-----�--- �„ a„ CPU DET. -,- -- - DET.1 1 /K- 6 100 00 0° DROP -BOX -BY OWNER UNDERCOUNTER SHELVING BY KEC f-10, _ � + -. _ - �- T I---- I-- _ SEE K-1 SHT. - - ----� CUP DISPENSERS BY -- OWNER,G.C. TO INSTALL SCALE, N,T,S crZ Jw Q D REVISIONS - - -- 1A\ 1/2'= 1'-0' 3 (41 1 W S.C. - - - -- St,MP 1/2 PLYWOOD OVER FRAMING - - - -� p'C�i� -----� -- - - �' OT KLAS S/S APRON 2X8-- 0 O o - - APRON TO I WRAP BOTTOM 01 2X2 TILES EDGE OF - -- iv wo.-- AT RANDOM PLlW00D PATTEP,N L/p (251 1 0/ 1�2." PLYWD & 2x-4 S UDS AT 16" O/C', Al2--D04 PROTO DATE:2-15-99 BLDG. APR a 1999 SUBMITTAL DATE ------- - ��__—_ BID DATE CKE N0. 95171 EKA No. 98--98 C SCALE_ AS NOTED SHEET SCALE+ASM12 3'= 1'-0' SIZE DETAILS WINDOWS LS MUST SHOW SUITABLE RATINGS FUR LOCAL CLIMATE ZONE WALLS CEILING Nc APPROX. APPROX. EXPOSURE 'C & 80 M.P.H WINDS. Ali LABELS MUST BE AFFIXED AT THE WINDOW REMARKS u TYPE GLASS FRAME MANUFACTURES' PLANT LABELS MUST BE VERIFIED DURING ROUGH FRAMING STAGES WIDTH HEIGHT HEAD JAMB JAMB SILL •USE YOISTOP PREFAB STRIPS AROUNU WINDOW &EXTERIOR DOORS. BITUTI{ANE Nc, ROOM FLOOR FINISH BASL ---' - --"- -` __ -Rogum AL .ea F- NE RIM 111 f FMFNTS_ T_ — !NSULATED 10 '11_ * 12 * 1_8 _' 14 21 11ATERIAIS FINISH R9ATERIaL HEIGHT Nl.h V) c� A 5'-10" U" FIXED V) _ � 1 /4" FLOAT ALUM. A -to �-�o --- _ - _ A -to �-lo A -lo �-s� -_..�. _._._.__- _... _ .-, • � � \ -- - - CN� CM SERVING, RESTROOMS, SCULLERY, CREW z INSULATED 10 1® 23~ 92 ROOM AND KITCHEN WALLS AND CEILINGS g N _ _ m I TO BE SMOOTH AND WASHABLE. 3'-4" 5' - i�" FIXED ALUM. - -- ___ _ -- 1 /4` TEMP A -to A-io �->!o A -to -- -- ---- - - _ x � 4> USE GREEN BOARD WHEEZE NECESSARY AROUND Ln a 0 INSULATED 10 t8 14 12 o v o - a ^ _ z 0 C 6' - 6" Go 5' -- 0" FIXED - - --- __-._ __ . " ALUM. - 1/4 FLOAT ALUM. A -1o; -to A -to `�� rn u) z ---.� _- tt vt v �, LAVATORIES, TOILETS, E(C. (NON -HEAVY USE > > �� "' � LOCATIONS ONLY.) > :v D 6' -Om 4 -4 FIXED 1 /4" TEMP ALUM. __ -_ - ` �+ c' o v ct w � a� c c> U x 0 'c " " 20 IOSM. 11OSwt. 20 OCCURS ONLY AT PROTOTYPE 1 h a > �.' a 0 0 00 A-10 A-10 A-10 A-10 ENTRY VESTIBULE D v o c, ' v c'' • Q z - w, o o u TILE MUST BE APPLIED OVER CEMENT PLASTER tJ I - r . ---- _ --- ---- -- - - -_ ; o v - v u - `,� ° v BACKING AT SURFACES SUBJECT TO WATER d SPLASH. (SHOWERS, TUBS, &COMMERCIAL REST E 5 -5 10 _ 11 * _ 12 * 18 14 21 i a, n� -. v v u, u c x x ` _ ) o ' 5'-0" FIXED 1 /4" FLOAT ALUM. — - _i __ - c a _ n � o o a n , ROOMS, ETC. A -t0 llh 10 A-10 A-10 A-10 A-5 r y V �` -` a, O► 0 � at E .. -- o a- CA 0 c� N 3 0 to - -- -- v -� _ : a c n =x F `v o o c L1 ao eT ap o a a ao w v a o o aT °a v v i. W Z > > 3 o v ,' = 0 0 - F Q, coi — CT or O U U cy M tt> M �a > O - w _ 4) 121L x o .4 m a Ci 4'-0" 2'-6" FIXED INSULATED ALUM. -10._ t� ��- ? i 1/4" TEMP. A-10 A-10 A-10 A-10 101 ORDER AREA • • ' • • I SEE INT RIO. EL. AT NS SEE A6 PRO INSULATED 2 VIDE MANUAL SLIDING WINDOW SEE SPECS - - - _ - - - - --�- It N, F•- H 4'-0" 1'-11" FIXED 3 3 4 102 DINING ROOM • • • 1 • SEE INT RIO EL NATIONS • +9'-0" & SLDR 1/4" TEMP. SUM' A-10 A --to A-io �-to REFER TO MECH. SHEETS FOR FLY FAN ABOVE ---- - - WDW_OPENING- 18"X24"=432 SQ.IN)�__ _ _ - ____-_ ------ - - - I - _ - -- - - ---�- M LU " " INSULATED UA -1t7 ,7 21 103 SERVING AREA • i • • • +� -� 3'-0 1 -2 FIXED " ALUM. -----�1/4 TEMP. A-10 M10 / A-10 � w Q - -- - t,J it -'--------- --- 104 RESTROOM VEST. • • • • • • +$'-s" • .--, � a Q � � +3'-0" • Q amt w l�J CO -� INSULATE. 21 17 17 21 - • -- _ 1'-2" FIXED ALUM. 105 MEAS RESTROOM • • • _ 0 g z 1 /4 TEMP. �.-10 A-10 A-10 A-10 " INSULATED 21 17 17 2, _ THIS WINDOW ONLY OCCURS WHEN DOOR #13 - i 8'-0" • � 31 -Ow l'-2* FIXED 1/4" TEMP ALUM. A�-10 A-10 A - Io A -lo IS USED FOR ACCESS TO PLAYGROUND 106 WOMENS RESTROOM • • • • • - I. M 107 OFFICE • • • • -- - • +8' s" - - M "ct 108 EMPLOYEE AREA • • • • • �_ - - w Z N 109 CREW ROOM • • • • • +8'-s" Z CC _ -- - _-- ------ 0650 0 1 10 SCULLERY • •• • • • +9'-0" F.R.P. ON ALL GYP. BD. WALLS UNLESS OTHERWISE NOTED I WINDOW 1 1 1 ELECTRIC ROOM • • • • • s +9'-6" • TAPE & SAND GYP.BD. FINSIH 11 PRCUECT o Al 1)1'7 SCHEDULE 17 - - 9 0 Q o +7'-3" • TAPE & SAND GYP.BD. FINSIH 11 � -- 112 WATER HEATER ROOM • • • • • C� �"� SIZE MATERIALS OETAILS- REMARKS F.R.P. 1 1 3 KITCHEN • • • • • • • +9'-0" OF: ALL GYP. BD. WALLS LAJw -UNLESS OTHER WISE NOTED vi m a PANIC HARDWARE ON ALL PUBLIC - — — - -- �^ Cr Z No DOOR r EXIT DOORS INCLUDING TO PLAY 1 14 COOLER • • • by AND OUT a of cturer TILE FLR. AFTER INSTALL OF COOLER. LLJ eb ,�� WIDTH HEIGHT THIK. HEAD JAMB l/1M13 NO LOCK OR LATCH ON PLAY ROOM — - - - _ C) U •t g FACE CORE GLASS FIN. FRAME. � -1 115 FREEZER - y , _ fly 1 0 Q EXIT GATE EXCEPT PANIC Q U f c L u re r 0 � J�� -� • PANIC HDWR PER SPEC. SELF-CLOSING — 0 0 " FULL 1/4" �S� 2t 2/23 119 22 18 SEE SIGN ABOVE DOOR TO R£AD "THIS DOOR 3'-0- 7'-0" 13/4" A GLASS Al UM ALUM. ---- - SPEC. REMAINS UNLOCKED WHENEVER THE EMP. A -to A-10 A -to A -t0 19 PUL3LiC IS PRESENT" - I ON/A .� O Z - -- INTERIOR FINISH SCHEDULE 2 N/A _ -.--- - - A13 -D02 - f i »" I FLUSH 7 7 7 86 SEE SEL C No MATERIAL MFG./COLOR LUSTER/TYPE No MATERIAL MFG./"COLOR LUSTER/TYPE I,-Awi"'' I uj 4 -0 7' -Ow 13/4 B H.M -- a HM Q -- - LOSER, PEEP - - METAL A-10 A -to A -to A -to SPEC. I H0:_E, F 'A'NT INTERIOR t 1 - ------ ----A-10REFER TO INT. ELEVS FOR PAINT SEE SPECIFICATION co FLUSH 7 22 H.M HM CS METAL A-4 PRC IDE :!4"x12" LOUVERS �� STAIN (INTERIOR) COLOR TO MATCH #25 SEAL W/ 2 C4.�TS SEMI -GLOSS URETHANE 21 �5/8" GYPSUM WALLBOARD LIGHT FOG SPRAY co- r. A -t0 � 2'-4" 7'-0" 13/4" B -- 8 22 8A SEE SPEC. 6 , RC}' TOP & BOTTOM - - - -- - -. -_ - --- _ A-4 F `'' ` A-4 _ - - - ---- -- -- - ' ' " - " - - SHERWIN WILLIAMS, SW 1004, GEN CORP. CONTACT PERFECTION PAINTING /- PAIR FLUSH 7 22 7 8A SEF 1 t...,.tvE 24 x12 PAINT (EXTERIOR) PURE WHITE SEE SPECIFICATIONS 22 VINYL WALL OVERING # V-10470 PHONE{ (714) 961-0898 „„T� _ � 3'-0" 8'-0" 13/4" B METAL H'M -- 8 HM O=-, A O A-4 A-10 A -to LOUVERS TOP & BOTTOM If SPEC. SEE ELEV. A-4 _-- _.____.____�_________--_--------_- -_ __.. _-�-------_-- MEDIUM LACE TEXTURE __ _ ..__-__.__.______.________..___ _ __ -- - - -- - --- LA HABRA STUCCO #73 7 7 SEE -SPACE- SELF CLOSER KICK PLATE EXTERIOR STUCCO "EGGSHELL » (MATCH TEXTURE OF SHOPPING CENTER IF APPLICABLE) 23 7 - � 3'-0" 6'-8" 13/4" C L/P SOL. --- 25 HM 42 - _ SPEC. BOTH SIDES FIJSH/PULL REFER TO EXTERIOR ELEVATIONS FOR PAINT COLOR. - A -10 A-10PLATE, UNDERCUT 1 ' --- - --- MICARTA (NEVAMAR) "SUNFLOWER -- � PITTSBURG PAINT 24 PLASTIC LAMINATE " 7 7 7 - SEE 4� PAINT (INTERIOR) #7303 MOUNTAIN MARIGOLD YELLOW #91M34 VELVET �w 3'-0" 6'-8" 13/4" C L/P SOL. -- 25 HMA -10 _ A-io -- _- SPEC. UNDERCUT 1 SELF-CLOSING - -- --_EXTURED FINISH i•-- - PAINT (EXTERIOR) SHERWIN WILLIAMS,WILIAM$SW1005 2 COATS, SEMI -GLOSS ENAMEL OVER 23 LAMINATE NEVAMAR, W-8-�342T AMBER INSTAL W/ VERTICAL PATTERN ad 9� 3'-0" 6'-8" 13/4" C L/P SOL. -- 2� JHM 42 7-- -- SEE "SILVERADO" 1 COAT PRIMER PEARWOOU A -w Apo A-10 - SPEC. UNDERCUT 1" -- - '- - - - -- -- -- - -- -SHERWIN WILLIAMS, #118 PURPLE QUARRY TILE (KITCHEN) 6"x6"x1/2" RED FLASH -SEE SPECS WITH HYDROMENT GROUT "FLASH WALNUT"1!327 ad 8 PAINT (INTERIOR) 2a) 7 7 7 _ - sEE LOCKING HARDWARE- GRANDER, SW -1826 - 6.. COVED BASE-- 3/8 RAD. USE ABRASIVE ON ALL TRAFFIC AREAS 2'-6" 6'-8" 13/4" C L/P SOL. -- 42 HM A -lo A -to A -o - -'PEC. SEE SPECS --- -- --- - _-' PITTSBURGH PAINTS 27 PLASTIC LAMINATE FORMICA, 688 ANTIQUE WHITE MATTE FINISH REVISIONS 7 PAINT (EXTERIOR) SEE SPECIFICATIONS GRANITE �\ N/A 409 7 , "MUNET BLUE" -- - - - - - ---- --- ----- ---- - - WALL TILE DAL - TILE, BRIGHT GLAZE, GROUT-- "LATICRETE 90, LIGHT PEWTER 2 N/A PAINT (EXTERIOR) MATCH ADJACENT SURFACE SEMI -GLOSS ENAMEL - SEE SPECIFICATIONS 28 K -1 1 1 "SLACK", 4"x4" - -�-- ___ _ MONI R ROOF TILE "SLATE" PROFILE ll » ROOF TILE (GABLE) 16- 1/2" X 13" SANDALEWOOD BLEND) 29D -SPACE- 3'-U" 7'-O" 13/4" FULL 1/4- 19 21 23 19 22 18 SEE PANIC HDWR.,PER SPEC �_� 0 // D 3 THIS DW ONLY URS A TO PLAY - GLASS ALUM / ALUM. - # 524 4 EMP. 19 A -lo A -to A -to A -to SPEC. ^- .. _ - - - - -- - -- - - -_ _ -- - - - --- - ----- --- -- -- . __.. - - - -- - - -- -- _ __-_ ---- -- _- AS R_wmL_1 "KNO-COY SHERWIN WILLIAMS, SW1354 ( WALL TILE DAL -TILE, BRIGHT GLAZE, GROUT- "LATICRETE 90, LIGHT PEWTER FULL / " 19 21 23 19/22 18 SEE PUSH/PULL HARDWARE AND 10 PAINT WHITE WOOL SEMI -GLOSS D-190 "ARCTIC WHITE", 4"x4" � 4 3'-0" 7'-0" 13/4" A GLASS ALUM �Mp 19 ALUM. A_to 7A -TO A-10 A -to SPEC. KICK PLATES ONLY. -- - --- - DUNK- EDWARD$ 31 DINING ROOM CHAIRS M.T.S. LABELLA #701- WET UPHOLSTER SEAT 38l) 1 5� N/A 11 INTERIOR PAINT "TOGA" Q6 -17T SEMI -GLOSS ENAMEL �� BY OWNER BLACK W/ CHROME SPOKES - DINING ROOM TILE ENVIRO W/ 0.6 COEFFICIENT OF FRICTION #E70 8"x8" , INSTALL IN DIAGONAL CHECKER 12 ACCENT TILE 2' x --- - - --- - -- DAL -TILE # DK -98 2 MOSAIC UNGLAZED TILE 32 W' 6 C OVED BASE AND "STONE" & #E706 -CHARCOAL"; SPEC C, 'RAMICS BOARD PATTERN 45* TO ORDER COUNTER 1 6\ "SAFFRON" 4TILE BASE 0_BULKHEAD F-01 TRAD. SERIES, NON ABR. AT COME BASE. MEDIUM GREY_GROIVT� CON?ACT (714)680 - DOOR SCHEDULE 4l Fill? - - }/- PEEP HOLE DOOR /' AT DOORS +r ----WHERE OCCUR-- � OP & BOT. CLASS ' SEE SPECS. i T -- PANIC BAR - SEE SPECS. R " `- 10 '-EF ACCESSIBILITY , PAINT EDGE OF DOORS '-- j - TO MATCH FACE. i� L.j it PROVIDE/INSTAI_I- 0 BRAILLE SIGN tO PER CODE AT DOORS W/ L_ _ SYMBOLS & SIGNS - KICK PLATE WHERE OCCURS. 13 ACCENT TILE - - DAOLI # DK -368 2" x 2", MOSAIC UNGLAZED TILE 33 -SPACE- " 191 ��14 PLASTIC LAMINATE "WILSON ART" "GRANITE" GLOSS FINISH 34) FIBERGLASS BOOTH COLOR TO MATCH SHERWIN # 4550-01 �- (GELCOAT) WILLIAMS SW -1031, MODERN GRAY 0PLASTIC LAMINATE WILSONART, D412, FORTUNEBERRY MATTE 35 AWNING --- - JOHN BOYLE do CO., INC., SIGN _ 60" WIDTH SIGN MSTR SUPREME, 627 SCARLET SUPREME 4-9-99 STAMPS L fir ROS T . K�-A�� A �- V FAVS ZTON.OREGON �. PROTO DATE: 2-15-99 BLDG. APR 9 1999 SUBMITTAL O DATE: V) NOTES ON SHEET - _ FASCIA BOTTOM RAIL TO BE MATERIAL TO BE PHIFER SHEARWEAVE " -- HANDICAPPED WINDOW ROLLER SHADES / " BID DATE. "c -1 J SYMBOLS & SIGN. 19 ALUMINUM FINISH CLEAR ANODIZED ALUMINUM 39 (WHERE OCCURS) COLOR PURPLE" 4100 P07 ALABASTER WHERE OCCURS. _------iY-^--T- - - -^ -� cKE No. 95171 � ALUMINUM DOOR FLUSH HOLLOW 1 3/4" SOLID 40 PLAYGROUND FENCE PAINT SEE SRT. A-2.1 FENCE DcTAIS WHERE EXTERIOR PLAYGROUND OCCURS 20 FRP PANELING WHITE COLOR- PEBBLE FINISH SEE SPECS.(KITC,HEN) - -- IF APPLICABLE AND PAINT FINISHES W/ 1 /4' CLEAR METAL DOOR- CORE WOOD -. - _-_ ___. _--__..--.-__ - _ - ---- -. -- - -_- - _ _ EKA NO. 98-98 C TEMP. GLASS SEE SPECS. DOOR W/ L/P ___-_------------_-------- _____-- _-___._-----_-------------__.____ _._.__.___.__.____-_- _-- �' � SEE SPECS. EACH SIDE' -SPACE- 41D SOLID SURFACE MATER%41 NEVAMAR, FOUNTAINHEAD FMGI BY S.C. SEATING CONTRACTOR) ) SCALE: NONE /� ( BLACK MATRIX- --- - --_ _- ---- -_-�.�-------- --- ------------------ _ ----- --- A.. - - --- ------ - IN 1/4" CLEAR TEMPERED RIBBED 42 SHERWIN WILLIAMS �1SW1344 SHEET 20b DECORATIVE GLASS GLASS (POLISHED EDGES) WA`/E EFFECT �� PAINT FORTUNE COOKIE SEMI -GLOSS - A 11 %Qj x ee DOOR TYPE -S N.T.S. 20 4 A13 -D20 I+I- i . 1144 SW SCROLLS 111' IZY RD Pg 46 of 52 II' this nofiee appears clearer than the ,SUN 0.2 2(id0 d0cunlent, the document is of marginal clualih. 1111CF0i11111ed (I I I 1 III IIf yll�llji'IIIiilll(� I II I;i illll ;i; I i IIIiIIIi'I f�l„I; III'I .�..ti Ii I II I A i I I'�i1i ., I I � I I I I'I'I'I 'I'i I I�I'I ,i� jl;i ! IIIj:IIItIij ►i ilt,ilijll:;t II iIjljl�l,lj ji,l;t,tj! tl(II, INCH ' MADEIN CN INA Pl_. t 1 lU! {� I I it I f I III 1 I Iliillll iii! I liilflllliiiiii ilfili{ liii'liii iiii li'liii i iiflii ii i'I 1 " ii' I" ''i ,Til lite.ttl , ttn lett Itttt ttt) n t ut t 1 n t �. l , l,:l t+ l.,, ., III I II III .I I►IllifRttl.11. t ( I •I..,..!Ii! ..IlliLi li IIIl..Inllu, ,ll, ,!.1111,!,. IIlI..II.lj!li�u,lj I„�tlfl,,:.„Ell, ..,tt .,t 18 PLASTIC LAMINATE FORMICA, 7016-58, AUTUMN MATTE 3d -SPACE- FOLIAGE 17 ARMSTRONG MINATONE FISS.#705A 24"x24" SUSPENDED T -BAR 3) A-1 FOAM AMERICAN BEAUTY" CEILING TILE (DINING ROOM) UPHOLSTERY ICBO #1349 SEE SPEC FOR ALT. GRID SYSTEM- SEE SPECS 21,000, 360 RED �J - - --- _ - CEILING TILE (KITCHEN) _ RD {870 ARMSTRONG VL RH90 FIREGUARD NON -PERFORATED 24"x48" SUSPENDED T -BAR UPHOLSTERY � MOMENTUM IEX1.LES-INDEPENDENCE IND -576 DEEP PHOENICIAN 38 ICBO 45177 SEE SPECS FOR ALT GRID SYSTEM- SEE SPECS 4-9-99 STAMPS L fir ROS T . K�-A�� A �- V FAVS ZTON.OREGON �. PROTO DATE: 2-15-99 BLDG. APR 9 1999 SUBMITTAL O DATE: V) NOTES ON SHEET - _ FASCIA BOTTOM RAIL TO BE MATERIAL TO BE PHIFER SHEARWEAVE " -- HANDICAPPED WINDOW ROLLER SHADES / " BID DATE. "c -1 J SYMBOLS & SIGN. 19 ALUMINUM FINISH CLEAR ANODIZED ALUMINUM 39 (WHERE OCCURS) COLOR PURPLE" 4100 P07 ALABASTER WHERE OCCURS. _------iY-^--T- - - -^ -� cKE No. 95171 � ALUMINUM DOOR FLUSH HOLLOW 1 3/4" SOLID 40 PLAYGROUND FENCE PAINT SEE SRT. A-2.1 FENCE DcTAIS WHERE EXTERIOR PLAYGROUND OCCURS 20 FRP PANELING WHITE COLOR- PEBBLE FINISH SEE SPECS.(KITC,HEN) - -- IF APPLICABLE AND PAINT FINISHES W/ 1 /4' CLEAR METAL DOOR- CORE WOOD -. - _-_ ___. _--__..--.-__ - _ - ---- -. -- - -_- - _ _ EKA NO. 98-98 C TEMP. GLASS SEE SPECS. DOOR W/ L/P ___-_------------_-------- _____-- _-___._-----_-------------__.____ _._.__.___.__.____-_- _-- �' � SEE SPECS. EACH SIDE' -SPACE- 41D SOLID SURFACE MATER%41 NEVAMAR, FOUNTAINHEAD FMGI BY S.C. SEATING CONTRACTOR) ) SCALE: NONE /� ( BLACK MATRIX- --- - --_ _- ---- -_-�.�-------- --- ------------------ _ ----- --- A.. - - --- ------ - IN 1/4" CLEAR TEMPERED RIBBED 42 SHERWIN WILLIAMS �1SW1344 SHEET 20b DECORATIVE GLASS GLASS (POLISHED EDGES) WA`/E EFFECT �� PAINT FORTUNE COOKIE SEMI -GLOSS - A 11 %Qj x ee DOOR TYPE -S N.T.S. 20 4 A13 -D20 I+I- i . 1144 SW SCROLLS 111' IZY RD Pg 46 of 52 II' this nofiee appears clearer than the ,SUN 0.2 2(id0 d0cunlent, the document is of marginal clualih. 1111CF0i11111ed (I I I 1 III IIf yll�llji'IIIiilll(� I II I;i illll ;i; I i IIIiIIIi'I f�l„I; III'I .�..ti Ii I II I A i I I'�i1i ., I I � I I I I'I'I'I 'I'i I I�I'I ,i� jl;i ! IIIj:IIItIij ►i ilt,ilijll:;t II iIjljl�l,lj ji,l;t,tj! tl(II, INCH ' MADEIN CN INA Pl_. t 1 lU! {� I I it I f I III 1 I Iliillll iii! I liilflllliiiiii ilfili{ liii'liii iiii li'liii i iiflii ii i'I 1 " ii' I" ''i ,Til lite.ttl , ttn lett Itttt ttt) n t ut t 1 n t �. l , l,:l t+ l.,, ., III I II III .I I►IllifRttl.11. t ( I •I..,..!Ii! ..IlliLi li IIIl..Inllu, ,ll, ,!.1111,!,. IIlI..II.lj!li�u,lj I„�tlfl,,:.„Ell, ..,tt .,t C 2 4'- 3 1/.' _ u 33'-II" �j c1j 1 �j I -4x4 POST w/ SIMPSON HDBA Q HOLD DOWN - SEE I2� p g_4 O �� ` Q O - --- I t u_ , I 4x4 P05T 4x4 POST lA 4x4 F�y� 5T 4x4 1� � � ..P.Qe_ f I I I f _J ---- Til 44 � P5 NLW----- --- -- --_ r --------,II- ---------"+OLDDOON-5EE '12I 04 TOP AND 753 I I I I BOTTOM -�� 5-4 TYP T1+ 5 LItvE ,,NO r- ANCHOR BOLTS I �I � I _ (2) 2x4- I �•- ii) 5, 12' A.1 I I I I I I I, I � I I T531/2 x 3 1/1 x 31'lo THIS LINE UNO ; C.J. -4x-4 POST w/ 5!MP50N HDBA TYP I L-71 HOLD DOWN - 5EE 12 I I I 5EE 'A DRAWINGS FOR WALK5, CURBS ETC I I I I � I ALL FOCT'NG5 MALL HAVE l'10 "4 BAR TGXF� : 50TT I G J. SEE 5+4EET K-2 FOR LOCATION of FLOOR DRAINS 4f FLOOR &INKS. SEE ARCHITECTURAL FOR SLAB I 12 TTP AT DEPRE5510N5 IF ANY I I I I j'-0' _ HOEDOWNS : NON-BEARING WALL ANCHORAGE 2x P.T. PLATE 4,,4 POST w/ Sir"!P50N I-IO2A - �- w/ 1/32" dia. x 1/2'x '' SHOT PINS at 48" o/c, UN0. HOLDDOUJN; - 5EE 12 I 15 p Jx4 T I w/ 14 GA. WASHERS. FIRST TWO PIN5 PLACED -� t I' g-4 6" t Im" FROM PLATE ENDS. II.CE-0.'1290: LAA -R. 5-4---_-- 4x� T ttli HDC TYFICAL MINIMUM SLAB ON GRAD[= UN.O P06 �_ r "23aa _ -* _ HOLDDOWN ANCHORS MUST BE TIED IN PLACE PRIOR 4" THICK CCNC. w/ 6x6 W2.9 x W2.9 W.WF G.J. I I rxl2" 045-S-` to FOOTING INSPECTION, at CENTER of SLAB OVER 2" 54NO OVER I I I r d.___l3)_5/8" � 6 MIL. ViSOUEEN OVER 2'' GRAVEL OVER BETuEEN HLDLlNS. SET ALL BOTTOM PLATES IN MASTIC PROPERLY CCMPACTED EARTH • VERIFY - i + II _ 4 P T : TYEPICAL ANCHOR BOLTS 5/8" CO. x 12" at 48" o/c, UN.O. WITH PROJECT SOILS REPORT. - - - t -- F,o.s. r t tI 12' A.B.S. / 4x4 P057 FOUNDATION PLAN Fnr, ALL CpNSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITICNS AND SITE CONDITIONS BEFORE STARTING WORK. CARL KARCHER ENTERPRISES, INC. SHALL BE NOTIFIED IMMEDIATELY OF .ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR ,0 THE DETAILS FOR 'THE RESPECTIVE MATERIALS. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRHCT11Rr ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIDILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE ARCHITECTJENGINEER DO NOT INCLUDE INS[ ECTION OF CONSTRUCTION PROCEDUURES. THE CONTRACTOR IS SOLEL`:' RESPONSIBLE FOR ALL CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORK SITE. THESE Vl`'.ITS SHALL NOT AF CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. DESIGN MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATI`D ON THE DRAWINGS MAY BE CONSIDERED FOR JSE PROVIDED PRIOR APPROVAL IS OBTAINED r RUM THE ARCH!TEC`T/ENGINEER AND THE APPLICABLE GOVERNING COnE AUTHORITY. FOR COMPLETE ,SPECIFICATIONS AND GENERAL NOTES, SEE PROJECT'S WRITTEN BOOK SPECIFICATIONS. I GENERAL NOTES ` 1 1. SOIL PRESSURE USED OFR DESIGN WAS 1500 PSF AND IS TO BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AFTER FOOTINGS HAVE BEEN EXCAVATED BUT BEFORE PLACEMENT OF CONCRETE. 2. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 12" INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. 3. DESIGN BEARING PRESSURE IS 1500 PSF WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 4 R" ;L; L'I NON -EXPANSIVE FILL SHOULD BE USED IN BACKFILLING BEHIND v''ALLS. ALL RETAINING V'ALLS SHS' LL BE ADEQUATELY SHORED BACKFILL OPERATION, FOUNDATIONS (/21 5 g_4 -4x4 POST w/ SIMPSON H02A , t I II HOLD DOWN I - - -- -- 1 I 1 TRENCH EXCAVATON 4 �- BACKFILL per 501L,5REPORT or 50% DEN51T` rOdeg. NOOK M IN� 1 L4 00<5 1 5END5 ,4R4LL,EL TO FTC35/, 2 r NO TRENCHES BELOW THESE LINES ---- -PIPE 5LEEVE-2" LA%ER - THAN PIPE PA'"aINe-THRL --- �. REINFORCING STEEL SHALL CdNFORM TO ASTM A615, GRADE 40 FOR �7 r T5 3 1/2 x 3 1/2 x 3/16 I I I JILL,) IfId AND rk GRADE 60 rOR SIZES ff J AND LARGER. IrYP THIS LINE UN.O, I 2. WE; DED FABRIC (MESH) SHALL CONFORM TO EHE LATEST REVISED ASTM A185. SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A85. YIELC 4x4 �'Q�T STRENGTH 60 KSI. 3. WELDING OF REIN'*ORCING STEEL SHALL CONFORM TO AWS D12-1 USIN( CURB, 5EE A-3 I PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL l2) 2x4 : r•i I CONFORM TO ASTM A706. L_-----__--.---- - --_ --._ __._-_---��_- 4. ALL BARS IN MASONRY SHALL. BE IAPPEC A MINIMUM OF 48 BAR F:.c,9• DIAMETERS -0 2'" MINIMUM. AT ALL SPLICES UNLES NOTED OTHERWISI 6'-8" 24'-@" 4 2 1/ 2 I1 min. 181adeS, NOOK d=BAR DIAMETER R:3d FOR 02 TO I?, INCLUSIVE R = 4d FOR 09 4 LARGER 1- FOOT NG STEMJ e d at PIPE to P465 THRU 48d at MA-125t-6"min.% MIN 6 T45 PORTION of FTG. MIN 6" __ _.- -- COMPACTED FILL PERFENDfGULQR TO FTr-35. SPLicES TRF-NrH DETAIL_ I NO SCALE (24) REBAR DETAIL Hl W94 011160 CARL'S JK 12144 SW SCI101,LS FERRY RD Pg 47 of 52 CORNE R5 c EXTENT OF RAISEr.: CURB '131-01 -- - VERTICAL REBAR TYr-ICAL 2 vERTICALS, EXTENID HORIZ. REBAR AROUND CORNER or PRO\: .� c!I`1P50N ST22 STRAP AT ALL CORNER PLATE :+iFILICES 3' SCREWS�- ;:ROM 2 x 10'5 To I \ 4F TRUSS _S _ 4,12 5-3 SIMP50N ST22 5TRAP, TYP 19 THIS LINE. MANSARD JACK -- TRUSSES • 24" O.G. t `r 21 par' --- t _ 'C S-4 5-3 - ' 4x72 _ - - •'x - 51MP5ON LT14JR/L HANGER �n 5IMP60N 5T'22 -39 STRAP T1 PICAL THIS LINE. 0 I - S-5 4) -------------- FL4T TRUSSES o 24"- S-5 .tixa ABOVE \ FLAT TRUSSES 24" O.0 EQU;7 TENT. ROOF FRAMINIG PLAN lit it, yy 11111601'/{tr. 12144 SW SCH�ri,t.5 Fr�.rzu v Kra r� 4R of 52 1� v �r- 5-3 �II I I 4,,4 ly 4, 1 ie c6t 11 5-4 1 4x4 POST _ROOF 4x4 I I ILA _ 4x8_ I r Td --.- .1 w IM LINE 01 2x6 - TRU66 IMPACT 44 BRACING BI W 91 f ± JL `a ) TRUISS MANUF.- - - BLOCKING 0 c 8 FOR HIGH ROOF FRAMING w j AT TOWER SEE DETAIL F -- �= o 24!_^TH15 SHEET IAj ' - S-5 4) -------------- FL4T TRUSSES o 24"- S-5 .tixa ABOVE \ FLAT TRUSSES 24" O.0 EQU;7 TENT. ROOF FRAMINIG PLAN lit it, yy 11111601'/{tr. 12144 SW SCH�ri,t.5 Fr�.rzu v Kra r� 4R of 52 1� v �r- 5-3 �II I I 4,,4 ly 4, 1 ie c6t 11 5-4 z� 4x4 ABCvE u� (� I NOTE: -- ...._ CETAIL I. TRU55 LAYOUT a5 5NOWN ON THI5 SHEET 15 FOR AT TOWER SEE ETAI FOR NIGH ROOF TNG TRU55 MANUFACTJRER'S AID IN DESIGNING TRU55E5 I/ 20 24/- THIS 5HEEt - _- ______-�._...__ _ AND PREPARING TRUSS DRAWINGS. ACTUA TRUSS LAYOUT MAY DIFFER SLIGHTLI'. THIS 15 AGG PTABLE - -- - ��- NOTE: A5 LONG 45 ARCHITECTURAL ROOF AND CEILING PROFILES ARE MAINTAINED 4 MECH. DUCTING / 12 i1 TRU% MANUFACTURER TO PRO,/DE CALCJLATION" 15 NOT AFFECTED -SIZE OR LOCATION 4 SHOP DRAWINGS PRIOR TO FA51RICA*iON PER F S-`' I 4/- THi5 SHEET 'WOOD TRUSS NOTES ). X Q x �I J 2. GIRDER TRUSSES, END TRU55E5 AND OTHER 5PECiA TRUSSES SHOULD NOT BE PART OF TYPICAL TRUSS -'-- - 10 SPACINGS TO MAINTAIN PLYWOOD SHEATHING LENGT All,- --- �" UNLESS THEY FALL. EXACTLY ON A 24" a/c, SPACING 4, 1. FLUSH I1 S-3 MODULE. v i x `n ENTIRE WALL /� i 13 20, 1 I 33 3, APPROVED FINAL TRJ55 DRAWINGS SHALL BECOME 5_4 PART OF CONSTRUCTION DOCUMENTS. 4xI n "ONT . _ __ _---- -- - -- - _ r r � - r ----- r r --RAISED TOP PLATE - 3X- _ 5-3 13? 6516 DRAG STRUT STRAPS 4 PANELS _ f I - - - - , I P:Ij 14 I I II I 1 5-4 r ' e5 -4 U 1 II I I I ' I i 4x.4 - 1 P05T 5IMF50N LTH.IR L -i HANGER I 5-4C. + 16 e� !� Pts ; S.2 I 1 S-2 S-2 -- - - I ' �$ I 23 i I - � 5-3 I q ly � I -. _._ - vi � ROOF � i ;- - - � I l ---• :: I p a F I -__ k 5 B 4_1 --,iii _rNA/TG\ r-a� I�-1 I1 1 J � II CS ! v J --- - - L -. _j I to / J -I--- -- 1 I - RIDGE LINE 7 - - Ir✓ -O - - ----- - I S-3 �- `Irl----I-L I - _ _ ENTIRE 1 I i i I - I WALL d) Lill 61 44 [� U i i --POST . © 11 I I i - a ~ I I LI I I I I I I I J)_ FLAT JACK N • .n u I O 1 4x4 POST _ROOF 4x4 I I ILA _ 4x8_ I r Td O w m G 44 W 91 f ± JL `a z� 4x4 ABCvE u� (� I NOTE: -- ...._ CETAIL I. TRU55 LAYOUT a5 5NOWN ON THI5 SHEET 15 FOR AT TOWER SEE ETAI FOR NIGH ROOF TNG TRU55 MANUFACTJRER'S AID IN DESIGNING TRU55E5 I/ 20 24/- THIS 5HEEt - _- ______-�._...__ _ AND PREPARING TRUSS DRAWINGS. ACTUA TRUSS LAYOUT MAY DIFFER SLIGHTLI'. THIS 15 AGG PTABLE - -- - ��- NOTE: A5 LONG 45 ARCHITECTURAL ROOF AND CEILING PROFILES ARE MAINTAINED 4 MECH. DUCTING / 12 i1 TRU% MANUFACTURER TO PRO,/DE CALCJLATION" 15 NOT AFFECTED -SIZE OR LOCATION 4 SHOP DRAWINGS PRIOR TO FA51RICA*iON PER F S-`' I 4/- THi5 SHEET 'WOOD TRUSS NOTES ). X Q x �I J 2. GIRDER TRUSSES, END TRU55E5 AND OTHER 5PECiA TRUSSES SHOULD NOT BE PART OF TYPICAL TRUSS -'-- - 10 SPACINGS TO MAINTAIN PLYWOOD SHEATHING LENGT All,- --- �" UNLESS THEY FALL. EXACTLY ON A 24" a/c, SPACING 4, 1. FLUSH I1 S-3 MODULE. v i x `n ENTIRE WALL /� i 13 20, 1 I 33 3, APPROVED FINAL TRJ55 DRAWINGS SHALL BECOME 5_4 PART OF CONSTRUCTION DOCUMENTS. 4xI n "ONT . _ __ _---- -- - -- - _ r r � - r ----- r r --RAISED TOP PLATE - 3X- _ 5-3 13? 6516 DRAG STRUT STRAPS 4 PANELS _ f I - - - - , I P:Ij 14 I I II I 1 5-4 r ' e5 -4 U 1 II I I I ' I i 4x.4 - 1 P05T 5IMF50N LTH.IR L -i HANGER I 5-4C. + 16 e� !� Pts ; S.2 I 1 S-2 S-2 -- - - I ' �$ I 23 i I - � 5-3 I q ly � I -. _._ - vi � ROOF � i ;- - - � I l ---• :: I p a F I -__ k 5 B 4_1 --,iii _rNA/TG\ r-a� I�-1 I1 1 J � II CS ! v J --- - - L -. _j I to / J -I--- -- 1 I - RIDGE LINE 7 - - Ir✓ -O - - ----- - I S-3 �- `Irl----I-L I - _ _ ENTIRE 1 I i i I - I WALL d) Lill 61 44 [� U i i --POST . © 11 I I i - a ~ I I LI I I I I I I I J)_ FLAT JACK N • .n u I O - _ROOF 4x4 I I ILA _ 4x8_ I r Td O w m G 44 W 91 f ± JL `a _ - - BLOCKING PANEL z� 4x4 ABCvE u� (� I NOTE: -- ...._ CETAIL I. TRU55 LAYOUT a5 5NOWN ON THI5 SHEET 15 FOR AT TOWER SEE ETAI FOR NIGH ROOF TNG TRU55 MANUFACTJRER'S AID IN DESIGNING TRU55E5 I/ 20 24/- THIS 5HEEt - _- ______-�._...__ _ AND PREPARING TRUSS DRAWINGS. ACTUA TRUSS LAYOUT MAY DIFFER SLIGHTLI'. THIS 15 AGG PTABLE - -- - ��- NOTE: A5 LONG 45 ARCHITECTURAL ROOF AND CEILING PROFILES ARE MAINTAINED 4 MECH. DUCTING / 12 i1 TRU% MANUFACTURER TO PRO,/DE CALCJLATION" 15 NOT AFFECTED -SIZE OR LOCATION 4 SHOP DRAWINGS PRIOR TO FA51RICA*iON PER F S-`' I 4/- THi5 SHEET 'WOOD TRUSS NOTES ). X Q x �I J 2. GIRDER TRUSSES, END TRU55E5 AND OTHER 5PECiA TRUSSES SHOULD NOT BE PART OF TYPICAL TRUSS -'-- - 10 SPACINGS TO MAINTAIN PLYWOOD SHEATHING LENGT All,- --- �" UNLESS THEY FALL. EXACTLY ON A 24" a/c, SPACING 4, 1. FLUSH I1 S-3 MODULE. v i x `n ENTIRE WALL /� i 13 20, 1 I 33 3, APPROVED FINAL TRJ55 DRAWINGS SHALL BECOME 5_4 PART OF CONSTRUCTION DOCUMENTS. 4xI n "ONT . _ __ _---- -- - -- - _ r r � - r ----- r r --RAISED TOP PLATE - 3X- _ 5-3 13? 6516 DRAG STRUT STRAPS 4 PANELS _ f I - - - - , I P:Ij 14 I I II I 1 5-4 r ' e5 -4 U 1 II I I I ' I i 4x.4 - 1 P05T 5IMF50N LTH.IR L -i HANGER I 5-4C. + 16 e� !� Pts ; S.2 I 1 S-2 S-2 -- - - I ' �$ I 23 i I - � 5-3 I q ly � I -. _._ - vi � ROOF � i ;- - - � I l ---• :: I p a F I -__ k 5 B 4_1 --,iii _rNA/TG\ r-a� I�-1 I1 1 J � II CS ! v J --- - - L -. _j I to / J -I--- -- 1 I - RIDGE LINE 7 - - Ir✓ -O - - ----- - I S-3 �- `Irl----I-L I - _ _ ENTIRE 1 I i i I - I WALL d) Lill 61 44 [� U i i --POST . © 11 I I i - a ~ I I LI I I I I I I I J)_ FLAT JACK N • .n u I O - _ROOF 4x4 I - I _ 4x8_ z 4x 10 O G W W 91 f ± JL `a i JD5 _ IL5-4 8 5-5 F II 3b �= o u__- IAj ' z� 4x4 ABCvE u� (� I NOTE: -- ...._ CETAIL I. TRU55 LAYOUT a5 5NOWN ON THI5 SHEET 15 FOR AT TOWER SEE ETAI FOR NIGH ROOF TNG TRU55 MANUFACTJRER'S AID IN DESIGNING TRU55E5 I/ 20 24/- THIS 5HEEt - _- ______-�._...__ _ AND PREPARING TRUSS DRAWINGS. ACTUA TRUSS LAYOUT MAY DIFFER SLIGHTLI'. THIS 15 AGG PTABLE - -- - ��- NOTE: A5 LONG 45 ARCHITECTURAL ROOF AND CEILING PROFILES ARE MAINTAINED 4 MECH. DUCTING / 12 i1 TRU% MANUFACTURER TO PRO,/DE CALCJLATION" 15 NOT AFFECTED -SIZE OR LOCATION 4 SHOP DRAWINGS PRIOR TO FA51RICA*iON PER F S-`' I 4/- THi5 SHEET 'WOOD TRUSS NOTES ). X Q x �I J 2. GIRDER TRUSSES, END TRU55E5 AND OTHER 5PECiA TRUSSES SHOULD NOT BE PART OF TYPICAL TRUSS -'-- - 10 SPACINGS TO MAINTAIN PLYWOOD SHEATHING LENGT All,- --- �" UNLESS THEY FALL. EXACTLY ON A 24" a/c, SPACING 4, 1. FLUSH I1 S-3 MODULE. v i x `n ENTIRE WALL /� i 13 20, 1 I 33 3, APPROVED FINAL TRJ55 DRAWINGS SHALL BECOME 5_4 PART OF CONSTRUCTION DOCUMENTS. 4xI n "ONT . _ __ _---- -- - -- - _ r r � - r ----- r r --RAISED TOP PLATE - 3X- _ 5-3 13? 6516 DRAG STRUT STRAPS 4 PANELS _ f I - - - - , I P:Ij 14 I I II I 1 5-4 r ' e5 -4 U 1 II I I I ' I i 4x.4 - 1 P05T 5IMF50N LTH.IR L -i HANGER I 5-4C. + 16 e� !� Pts ; S.2 I 1 S-2 S-2 -- - - I ' �$ I 23 i I - � 5-3 I q ly � I -. _._ - vi � ROOF � i ;- - - � I l ---• :: I p a F I -__ k 5 B 4_1 --,iii _rNA/TG\ r-a� I�-1 I1 1 J � II CS ! v J --- - - L -. _j I to / J -I--- -- 1 I - RIDGE LINE 7 - - Ir✓ -O - - ----- - I S-3 �- `Irl----I-L I - _ _ ENTIRE 1 I i i I - I WALL d) Lill 61 44 [� U i i --POST . © 11 I I i - a ~ I I LI I I I I I I I J)_ FLAT JACK N • .n u I O I 1 T (L - _ ..-- 5MPHaNr�ERJON R,L TRu5E8 I 11t 24 a/c I I L-!JLJ ' I I .1 I6 - - � i 2e I I `nom \X) IILJ / � lL q 131 0516 DRAG 5TRUT PliRAP5 4 PANELS r 16'-0" LONG _ _ _ ^3 lit x 11 1/4 __"-_ - - - _ I L; 1 i �� JAL S i 4x4 TIMBERSTRAND 1 r- - I rl1-n I+ 5TUD5 LSL HDR I ' 4xI✓ - -- - ----- -- - - - - _� �.---^-- -- ------ -- -- --- ----- - ---- -- ---- ---- ---- -- 1 _ J I � 19 SIMP, 5T6236 12 12 j -� sTRaP T1;� _ _ --- _ J SIM. L JJ L _ l BLK'G TiE SIMPSON 0510 2`t 12 STRAP. 5-3 5- !2> A35F 9 EA. SIDE ---- EA. 4x BLOCKING CONT. FLU5H EM.---� SIMPSON 435' EACH 51DE - _ROOF 4x4 I - I _ 4x8_ I 1 T (L - _ ..-- 5MPHaNr�ERJON R,L TRu5E8 I 11t 24 a/c I I L-!JLJ ' I I .1 I6 - - � i 2e I I `nom \X) IILJ / � lL q 131 0516 DRAG 5TRUT PliRAP5 4 PANELS r 16'-0" LONG _ _ _ ^3 lit x 11 1/4 __"-_ - - - _ I L; 1 i �� JAL S i 4x4 TIMBERSTRAND 1 r- - I rl1-n I+ 5TUD5 LSL HDR I ' 4xI✓ - -- - ----- -- - - - - _� �.---^-- -- ------ -- -- --- ----- - ---- -- ---- ---- ---- -- 1 _ J I � 19 SIMP, 5T6236 12 12 j -� sTRaP T1;� _ _ --- _ J SIM. L JJ L _ l BLK'G TiE SIMPSON 0510 2`t 12 STRAP. 5-3 5- !2> A35F 9 EA. SIDE ---- EA. 4x BLOCKING CONT. FLU5H EM.---� SIMPSON 435' EACH 51DE .:.•..,M'ti V..�rM..eu�...x.mn ..-c. �.::.....,. r.. _�.�. �,:: :.v .... �.......... ...+--,.._4,r -. �.. r,r.i+,� _.. �.... ..» r....:. .....w., ww....r:'-.x'..._.. .._-.•.wr.� 10d NAIL6 6" O.C. 3 20 ENTIRE WALL - (3) 010 x 3" SCREWS 32" 16" 32" 24" 48" 24" ;4" 32 FROM 2 x 10'S TO ---- - -- HIP-'IRI,ISS HOLD THESE TRUSS DIMENSIONS IYQUT START PQINT._ VERIFY' w! SHOP DIUGS. ENTIRE WALL OF WALL ROWS B.N ( 2) 16d NAIL 2x4 EACH SIDE ' OF TRUS& 3 f TRU55 / TOP AND BOTTOM DRAG TIE TO TRUSSES document, the document k of mat-Limil gn;ilit . 12? CS16- NAIL W/ (I) C- 516 112" PL WD. PANEL W! 6d NAILS S 4" O.C. 0•Y'PICAL' N 0 RTH 5HEARWALL5 ON TH15 PLAN ARE THE MIN. _ REQUIRED PER STRUCTURAL CALCULATIONS, ALL EXTERIOR WALL5, BOX COLUMNS, IF, OCCUR. PARAPETS, ETC. MAY BE SHEATHED WITH 3/S" CDX PLYWCCD. 5HEARWALL WITH MINIMUM NAILING FOR CONTINUITY. ALL FRAMING WILL BE CHECKED t CR STRAIGHT AND PLUMB PRIOR TO NEXT PHASE OF CONSTRUCTION. SEE SHEET M-1 FOR Cf ERATING WEIGHT OF MECHANICAL EQUIPMENT. _ SEE SHEETS S-1 & S-3 FOR GENERAL NOTES AND TYPICAL DETAILS TYPICAL ROOF SHEATHING, U.N.Q 5/8" CDX PLYWD, P.I.I. 40:20 BOUNDARY NAILING (B.N.; 10d 0 6" O.C. 3 SOLID EDGE EDGE NAILING (E.N.) 1Od ® 6'" O.C. �� BLOCKING FIELD NAILING (F.N.) 10d Co) 12" 0-C. NOT REQUIRED * INDICATES LOCATION OF ROOF DRAIN. SEE ARCHITECTURAL FOR DETAILS. E ALL INDICATE- SHEAR E NAILING I[SFULLH HS ULLLENGH OF WALL, J.N.O. -3&Fp DESIGN LOADS FOR TRUSSES FLAT ROOF: D.L. 17.0 L.L.25.0____ T.L. 42.0 P.S.F. SLOPING MANSARD: D.L. 15.0 5.0___ _ T.L. 43.0 P.S.F. TOWER FRAMING, SNOW DRIFTING AND MECHANICAL LOADING SHALL BE CONSIDERED IN TRUSS DESIGN.SHOULD MECHANICAL EO UIPMF_NT AND WEIGHTS DIFFER FROM THOSE SHOWN ON THIS SHEET OR MECHANICAL DRAWINGS, CONTACT ENGINEER PRIOR TO FABRICATION. NON-BEARING HEADER SCHEDULE, U.N.O. ON PLANS CPG. SIZE & CEILING 4'-0 _ROOF 4x4 6 -0 4x6 8- _ 4x8_ z 4x 10 W W W� JD5 JJjJ 0 F II .:.•..,M'ti V..�rM..eu�...x.mn ..-c. �.::.....,. r.. _�.�. �,:: :.v .... �.......... ...+--,.._4,r -. �.. r,r.i+,� _.. �.... ..» r....:. .....w., ww....r:'-.x'..._.. .._-.•.wr.� 10d NAIL6 6" O.C. 3 20 ENTIRE WALL - (3) 010 x 3" SCREWS 32" 16" 32" 24" 48" 24" ;4" 32 FROM 2 x 10'S TO ---- - -- HIP-'IRI,ISS HOLD THESE TRUSS DIMENSIONS IYQUT START PQINT._ VERIFY' w! SHOP DIUGS. ENTIRE WALL OF WALL ROWS B.N ( 2) 16d NAIL 2x4 EACH SIDE ' OF TRUS& 3 f TRU55 / TOP AND BOTTOM DRAG TIE TO TRUSSES document, the document k of mat-Limil gn;ilit . 12? CS16- NAIL W/ (I) C- 516 112" PL WD. PANEL W! 6d NAILS S 4" O.C. 0•Y'PICAL' N 0 RTH 5HEARWALL5 ON TH15 PLAN ARE THE MIN. _ REQUIRED PER STRUCTURAL CALCULATIONS, ALL EXTERIOR WALL5, BOX COLUMNS, IF, OCCUR. PARAPETS, ETC. MAY BE SHEATHED WITH 3/S" CDX PLYWCCD. 5HEARWALL WITH MINIMUM NAILING FOR CONTINUITY. ALL FRAMING WILL BE CHECKED t CR STRAIGHT AND PLUMB PRIOR TO NEXT PHASE OF CONSTRUCTION. SEE SHEET M-1 FOR Cf ERATING WEIGHT OF MECHANICAL EQUIPMENT. _ SEE SHEETS S-1 & S-3 FOR GENERAL NOTES AND TYPICAL DETAILS TYPICAL ROOF SHEATHING, U.N.Q 5/8" CDX PLYWD, P.I.I. 40:20 BOUNDARY NAILING (B.N.; 10d 0 6" O.C. 3 SOLID EDGE EDGE NAILING (E.N.) 1Od ® 6'" O.C. �� BLOCKING FIELD NAILING (F.N.) 10d Co) 12" 0-C. NOT REQUIRED * INDICATES LOCATION OF ROOF DRAIN. SEE ARCHITECTURAL FOR DETAILS. E ALL INDICATE- SHEAR E NAILING I[SFULLH HS ULLLENGH OF WALL, J.N.O. -3&Fp DESIGN LOADS FOR TRUSSES FLAT ROOF: D.L. 17.0 L.L.25.0____ T.L. 42.0 P.S.F. SLOPING MANSARD: D.L. 15.0 5.0___ _ T.L. 43.0 P.S.F. TOWER FRAMING, SNOW DRIFTING AND MECHANICAL LOADING SHALL BE CONSIDERED IN TRUSS DESIGN.SHOULD MECHANICAL EO UIPMF_NT AND WEIGHTS DIFFER FROM THOSE SHOWN ON THIS SHEET OR MECHANICAL DRAWINGS, CONTACT ENGINEER PRIOR TO FABRICATION. NON-BEARING HEADER SCHEDULE, U.N.O. ON PLANS CPG. SIZE & CEILING 4'-0 _ROOF 4x4 6 -0 4x6 8- _ 4x8_ z 4x 10 7. FRAME ALL OPENINGS AND ECUIPMENT PLATFORMS AS DETAILED ON SHEET A-7 AND MECHANICAL DRAWINGS. 8. USE PLYCLIPS AT MIDSPAN OF UNSUPPORTED EDGES OF ROOF SHEATHING, ROOF- FRAMING NOTES j 1. ALL STRUCTURAL LUMBER SHALL BE OF THE FOLLOWING GRADES AND DESIGN VALUES CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, No. 17, UNLESS NOTED OTHERWISE (SEF SPECIFICATIONS FOR COMPLETE WOOD FRAMING SPEC.): RAFTERS, JOISTS, HEA tERS(4x OR SMALLER). . . . . . . NO. 2 BEAMS & STRINGERS,(6x OR LARGER). . . . .. . . . . . NO. 1 POSTS & TIMBERS. . . . . . . . . . . . . . NO. 1 2x4 JOISTS & RAFTERS. . . . . . . . . . . . . . . . NO. 2 BEARING & EXT. S1UDS . . . . . . . . . . . . . NO. 2 * EXPOSED POSTS AND/OR FRAMING SHALL BE SELECTED FOR APPERANCE AS WELL. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. 3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAM' OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION. 4. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX (tiPLY). USE EXTERIOR TYPE, MIN. C -C GRADE WHERI: PLYWOOD IS EXPOSED TO W,:ATHER. ALL PLYWOOD SHALL BE GLUED WITH EXT 'OR TYPE GLUE ALL PLYWOOD SHALL CONFORM TO U.S. PRCCUCT `. TiNDARD PS 1-77. 5. NAILS SHALL BE COMMON. NAILiNG SHALL BE PER TABLE 23-1-0 OF TH UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS AND DETAILS. 6. ALL METAL CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTORS. THE NAILS FOR THEE CONNECTORS SHALL BE JOIST HANGER NAILS AS MANUFACTURED BY THE SIMPSON COMPANY. 7. PROVIDE 1x6 DIAGONAL LET -IN BRACING AT APPROX, 45de EVERY '5'-0 ' MAXIMUM IN STUD WALLS NOT S ATHED. BRACING'S ALL RUN CONTINUOUS FROM SILL PLATE TO TOP PLATE, NAIL WITH 2-8d PER STUD AND 3-8d EACH FND T') PI 8. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND RO(:. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACL FIRE STOPS AT A MAXIMUM SPACING OF 10'-.C" IN THE VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN A( L FURRED SPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10 -0' IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. 9. TOP PLATES OF ALL STUD WAIL SHALL BE 2 PIECES THE SAME SIZE A`., STUDS. SPLICES TO LAP 4'-0 MINIMUM AND BE NAILED PER DETAIL 5/S3 10. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS 'SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NOT UNLESS NOTED OTHERWISE. 11, ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHE,'I,THING, PLASTER, ETC, 12. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. 1.3. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER 14. CROSS BRIDGING OR SOLID BLOCKING SHALL BE PRCVID�D AT 8'-0" o., . MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 100 EEP. WDY - 99042 z W W W� JJjJ 0 0o •> 3b �= o IAj ' c < iz n r m x. a 6 w �[ W 41 rFjf > O Z y < c, � � G LLJ r n r� Lc Q c.D CD > 00 d J m Q H- L x < LTi <C CJ � P.tGJECT C, L1_J Q o $ z af LLJ cy_ t.J vi Z LJ z w / Q O L.L_ 0 U(_ c) I-- (J-,) w I", cr t5�a_ x 0 0, a z V) -j 13 O V --I !!rr`r�� H 1 (/V Q V CD to F--- DRAWING TITLE z J n LLl z ry L� V) 0 0 ry z REVISIONS ROOF REVISIONS 04/09/99 L� A A 1/4"= 1'-o" 7 WOOD FRAME 3 1. TRUSS MANUFACTURER SHALL SUPPLY TO THE OWNER AND THE BUILDING ,TAMP DEPARTMENT CALCULATIONS AND SHOP DRAWINGS. ALL CALCULATIONS AND AND SHOP DRAWINGS SHALL BE SIGNED BY A STATE REGISTERED O4N��•rr 3 PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE 12219 MANUFACTURER TO OBTAIN BUILDING APPROVAL OF CALCULATIONS AND �T 24" a/c, WHERE SHOP DRAWINGS PRIOR -FO FABRICATION IF REQUIRED BY BUILDING 3� :E BETWEEN TRUSSES DEPARTMENT. :EDS 32" a; c. I 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED. INCLUDING LATERAL LOADS AND MECHANICAL EQUIPMENT LOADS. , 3. ALL CONNECTORS SHALL BE I.C.B.O. APPROVED AND OF ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE LOADING INVOLVED. - 4. DEAD LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. FROTO DATE: BLDGAPP 5ON F-24 HANGER 5. CROSS BRIDGING AND/OR BRACING SHALL, BE PROVIDED AND DETAILED SUBMITTAL � END AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. DATE: 2 TRUSS TYPICAL 6. TRUSSES ARE TO BE DESIGNED FOR n _.-E TRUSS At LOADING OF MECHANICAL , g,q EQUIPMENT AND 'FALSE -TOWER' FRAMING. BID DATE: i. SNOW DRIFTING AT PARAPETS AND 'FALSE TOWERS' ARE SHOWN ON CKE N0. 95171 ROOF FRAMING PLAN W/ DIAGRAM BELOW MAXIMUM DRIFT (PSF) EKA NO. 98-98 C SCALE: Y LENGTH ----k' SHEET OF DRIFT r 3/4- -o" g� WOOD TRUSS 4 S2 16) [DRAG TIE. TO SHEAR WALL- 1(12)1 TRUSS DETAIL J U N 0 2 zuuu 11111crot'lIlil cl !II II I!;,jl ;, I'; I ,;I !III ,II.!jil,rl !Ili jl�!jijl !Jilllili�ll ;� I Ijlillilljillj! I Ililljlllj!I! IiI� � IIII•I '` IT IF 17 fi � It t >l A 2 tlj•Ii!I tijillil'I�iillil�'.Ilijlll!�i;�} lillll lil.lilll!!II111!IIlII IIlli;lt►�hlllrlrt Il1r!tlllj�i.� „ ,I,I,�1 i ;..2x BLOCKING AT 24" o/c W/ (4) lOd per BLOCKING ��''-SIMPSUN 5T22 STRAP AT 24" o1c ,-2x BLOCKING W/ (3) 161 E&./'H BLOCK ` :�� 3/13" rI� �� +✓ ENTW, LENT GT"CiA x f'.':. WC= .L-DGE:.E W.1 WI')Ttl SIMPSON A35 .JACK TO '' B`;L t' I' JACK TRUSS W/ SIMPSON Q1V'23 '1i1i' f -A �I }QUAL TO Fkm 91T• GIRDER TRU55 LUS2G HANGER X 1 �./ " II CONT. Eff.45. r.-IRFAGE Ir:OVMNG R'.t'wf I I aVtwR P.1, l)�'t�GD LEL G k rHAT Hi., AT 1 Q I- 't �GIRDEP I RU55 t 1' RfPPEA , O IMT? v i�" E1.F'.5. 16L LATON TIV., * a�. GA -4K 111 x 5 � " TATE "'0 --- - - ATTAH A WA177 , 1G,1.� 3C NTY;0N 21 FLAT JACK TRUSS TO GIRDER ,Cl F'�T 'A'-.•.-._ /n ,/ /M..�} ♦rye 1'� `"� y' (� �/q `�� XTEND T�bb" FOR F E,\" .._. !PARAPET WAU AT _ 2," RfSW Fl�L:L"t 8d E -'i. AT b ' o/c -td �':L. 1'" 41/0. �xAw. USr 1lZ" C 2X B .K'1a M < 1 G:t'if"' ''LYS+' i;)) r,10` :, PONT •A' `d P� .yg rPu. E+L.�'G � ,,•''`; ,� `, .�-- EIV. , ' ',,ATE .� �~yam �. AT 1G" o: y. STAG(;. RESa!N-faGEir' Itl�r"at✓r 8c F.N. ATS �p12("� ol,,- .. y�Ep,�7i * T) Cq '0 Ot" OF �M.i IPIET Yf RE i1M.NI zy_. 2x 1,LXKING w/ Gd AT G." o/c TCS SLOCKAG -DEL TRJ55 �31'�i l` -'�. t' 1` �� TRU55 RU55 AT 2x N.CCKING AT 4b" c/c PARAPET AT VARIOUS TRUSS LEVELSC22)1 FLAT TO MANSARD 1w,15L. TRUSS 5EE PLAN NOTEt PLYWOOD NOT SHOWN ON OUTSIDE FACE OF TRUSSES FOP CLARITY. 2x CONT. BLOCKING T'tF EDGE NAILING MFG. TRU55 SEE PLAN 2x BLKG. EA SIDE OF UJALL 48" O.G. `i`EDGE NAILING SHEATH- SEE PLAN 2x STUDS 0 1& O.G. 2x CONT. BLKG + 12 DRAG 5TPUT E.N., TYP.--1 I I 4x HEADER. TYP.-U.N.O. STRAP- SEE PLAN I •-51MPSON GG044 (FILL ALL NAIL 1*10LE5) � r -2x4 3116V \-51MP50N A35 I i FASTEN F'.EQ'D WOOD R 5 —Z I I W/ 1/5"1 POWDER ACTUATED FA5T NEP.5 s 1G" O.G. T53 1/2 x 3 1/2 23)T HEADERS TO POST n� If u F-51MP50N DTC CLIP AT 48" o/c 98 SELF TAP SCREW / AT TOP TPACK I n� `-TRU55 TYPICAL itl r 1 5/8" HOLD TO FACE OF TRUSS \ MTL.. STUDS AT KITCHEN FRYER WALT URDEP KITCHEN TRUSSES AT 24" o/c SIDE SIDE SEE PLAN 51MP50N G51G STRAP TOP PLATE TO BLK"G 13"' 3 BAYS Ad EVERY 3rd HOU IN A ROW 13-8d BRAG STRU-1- I'() 'WAS_ I..X24) TRUSS TO NON—BRC WALL_ III 11 PI 110100 CAKL-S .I 1'143 s SCROLLS I FRRY RD Pg 49 of 52 18 -� SEE 5-3 BLKG. PANEL '2" PLYWOOD w/ --- PE I E.N. AT G" o/c. TER: BLKG PANEL BY 'U55 MANUF. BLKG w/ lGd AT G" o/c -- rAGGERED TO DONT. BLK'G 4-1Gd per BLK \, PLATE '1P50N 12.5 AT----- GH T--- —GH TRU55 _ 6 STUDS AT IG'" o/c E.N. TYPICAL BEAM WHERE OCCURS A,WALL BELOW AT I II I II 5HEAR PANEL WHERE OCCURS. 5EE PLANS MANSARD TO WALL D13 BEAM TO WALL '>IMP50N 57 G23G STRAP. U.N.O. in PLANS. IF TOP PLATES RUN ONTNUGIJ5 OMIT STRAP + IA.II PLAT; TO BEAM w/ 1Gd Go/c '-1Gd SEAM-- 5EE PLAN r 7-"195 A' j d 1G" ;s./+c Al' p (,� '" ONNL' I { .r_- •• ST;Zr�'' AT \4J Ir vTNi.ia7 Of 1 --' -- 2x FL ON L. EIY TRU55 AT 48" o/c . e- c ' { i ! FLATIRT5 A7 1G,'" 0/- I ,r� rFTWUN D!AGO�Xr.- 'i`UDI-r AT ?6" o/t ' �.ShtiA% WALL FULL HT. INTIM EXTEND TRUSS VEPTS A5 REQUIRED FOR PARAPET B.N. 2x BLOCKING E.N. 2x SHAPED BLOCKING w/ 1Gd AT G" o/c TO BLKG TRU55 14 - 2x KING STUD -1Gd AT 12" c/c, TYPICAL - P05T IF OCCURS-5EE PLANS PROVIDE SIMPSON BG P0; T GAP FROM POST TO BEAM 5" DEP IXAM AM 1-i Gc1 E FAR EA rl. AD47TI10NA! 2 ' 9 ZFTF' (6-16<' MAX.) / SPll')E TOP F'..ATEE A,5 -.11 PLAN i ` I FOR k�'I7 �- Gila BEAMS .,;. 1 ZJ J LtAGI° R 2% Sr.:,'? EAGI 117E aw/ 'kd AT 12" a/cT0 IXL. STXiF, . Pr�ST (IBL 5TL05 w/ 'rod "-I a�': or 't35T. SL'F PLAN;. DF.IFI.50N E)0 EPCI P.D5T GAP' FROM Pols I• TO BEAM G,T 61 --_ NOTE: PROVIDE 2x HOIRZONTAL BLKG BETWEEN STUDS AT 10'-0" o/c. MAX + 45 FIRE BLOCKING AT GEILING LINE. 10)1 IT`YP. FR�AG. AT S i UD WAI I noNC.-66 9), TYPICAI PI ATF SPI ICF U5E 2-2x KING 5TUD5-�\ FOR OPENINGS LARGER. THAN 8'-0" CU5E P05T AT HOLDDOWNS) 2-1Gd FOR G" DEEP HDR. ADD--", 1-lGd FOR EA. ADD'L 2' IN DEPTH II lGd AT 12" o/c -- _ 2-2x TRIMMERS WHERE - HDR. 15 410 OR LARGER 11 SIMPSON HDA HOLDDOWN- OR SEE PLAN 2-2x TOP PLATES SPLICE/ � 5 1 TRUS 1 —_SHEAR WALL SCHEDULE MK. MATERIAL NAILING _ 1 1/2"' GDX PLYWOOD Sd at 4" o/c E.N. 8d at 12" o/c F.N. 2 1/2"' GDX PLYWOOD at 3"" o/c E.N. 8d at 12' o/c F.N. l 3/8" GDX PLYWOOD 8d at 4" o/c E.N. BLOCK ALL EDGES 8d at 12" o/c F.N. 4 1/2" GDX PLYWOOD 8d at C' o/c E.N. EACH 51DE 8d at 12" o/c F.N. 1/2'" GDX PLYWOOD 8d at G" o/c E.N. J (1 51DE 8d at 12" o/c F.N. NOTES I. NAILS FOR PLYWOOD TO BE COMMON. NAILING AND STAPLING APPLIES AT ALL STUDS, PLATES & BLOCKING. 3. WHERE WEEP SCREEDS OCCUR 6d GALV. BOX NAILS MAY BE SUBSTITUTED FOR 16 GA. STAPLES. 4. PROVIDE E.N. TO STUDS OR POSTS AT HOLDDOWN LOCATIONS. 5. USE 2x STUDS AT 16" o/c AT ALL SHEAR WALLS 6. BLOCK ALL PLYWOOD EDGES. 7. SEE PLANS & DETAILS FOR SPECIAL k,ICHOR BOLTING. 5 )I SHEAR WALL SCHEDULE HEADER -SEE PLANS -I FOR SIZE. -2x WINDOW SILL w/ 2-lGd TOE NAILS EACH END 2-2x PLATES --- �,,--SEE ARCH'L FOR 1/2" RE51N Fi�C D PL)WD— FASCIA TREATMENTS 8d E.N. & G" o/c. 8d F.N. e 12'" o/c. U.N.O. --- VERTICAL 2xG 2x BLK'G w/ !Gd STUDS 5"AGGERED� a, 2x BLOCKING A5 SHOWN FOR ROOF \� 01 SHEATHING E.N. __. ,--E.N. TYP. 2--1Gd 2x4 FLAT AT 48" o/c BOTTOM CHORD OF TRU55 2-1Gd EA. END 2x GWB NAII.ER PARALLEL 1-0 INTERIOR BOTTOM CHORD _ OF TRU'-:,5 51MP50N 570 AT 48" 0/, NORMAL TO INTERIOR DIAPHRAGM PERIMETER (BOUNDARY) oI. 1 vi •� EDGES ' 0" ' MIN. FIELD (INTERMEDIATE WIDT1- BEARING) KAFTER5 OR JOISTS. 3x4 FLAT or 2x4 VERT BLOGKI"G AT EDGE JOINTS OF PLYWD. 5HTG. (ONLY WHERE GALLED FOR ON PLANS) SEE DETAIL nBELOW NOTES: 1. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) JOISTS AND RAFTERS. 2. SWAGGER END JOINTS 4'-0" AS SHOWN, (2'-0" MIN.) 3. BOUNDARY NAILING APPLIES 10 PERIMETER PLATE LINES, CHORDS, DRAG TII,-S, AND AS CALLED FOR ON THE DRAWINGS. 4. SEE PLANS FOR NAILING. 5. NAILS SHALL HAVE MIN. 3/8" EDGE DISTANCE. 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO COINCIDE w/ PLYWOOD PATTERN. `' - `---- 3x4 FLAT or 2x4 VERT. BLOCKING RAFTER OR J015T D ETA I L_ A 19 BLKG AT MANSARD AND PARAPET 15 ' ' NON---BRG. WALL_ DETAIL 7 PLYWOOD DETAIL 2xG VERT. AT-----_---E.N. TYPICAL Et GH TRUSS BLKG. PANE !_ -- 5TLID5 AT 1G" o/c FCR PARAPET -1/2" RESIN -FACED PLYWOOD AT �-�. I I 2x CONT. BLKG WALLS w/ 8d E.N AT G" o/c + / 14 �� -`' 2x PROGRESSIVE BLOCKING w/ 4-1Gd per BLK. ,r- Sd F.N. A'; 12" o/c. EXTEND TO 5-4 _ ! TO PLATE �/ FOR GEILING J015T SPANS TOP OF PARAPET WHERE OCCURS -- --= ; ,= OVER 14'-0" --2x GEILING J015T w/ E.N. TYPICAL - 1/2" GDX PLYWOOD 3-1G1 per STUD w. 8d E.N. at G" o/c. -----_2x FIRE BLOCKING 8d F.N. at 12" o/c. TRLJ55 OR JACK 1RUS5 U.N.O. SEE A5 OCCURS RUN FULL HT. `✓--`'—E.N. TYPICAL RU*, PLYI�;OUD THRU _x BLOCKING w/ lGd AT , , �T HOLDDOWN G o/c, 5TA;AG. TO TRUSS CEILING J O I )TS @ 16 O/c 2x4 VERT. AT 2x STUDS A'- 1G" o/c - EACH TRUSS — FOR PARAPET --2x STUDS AT lG" o/c / WAILS I SEE I ,-2x LEDGER w/ 3-1Gd / STUD TAGG. TYPICAL-/ /- (4) 1Gd NAILS / USE 11GdAT G" o/c AT TO TPU55 17 -----2x GEILING J015T HANGER 4A (TYPICAL) 5-3 �'''�- FROM LEDGER w/ 51MP30N — C,IpPEF TPU55 E.N.--- — _ 'U' JOIST HANGER FOR SPANS — TYPICAL OVER 14'-0" -- I --2x FIRE BLOCKING HEADER MANSARD .JACK TRU55 w/ >> SEE PLAN J015T HANGER TO GIRDER CEILING JOISTS @ 16 0 C TRUSS 20)I MNSRD JACK TO GIRDER TRUSS FLAT JACK. TRUSS w/ PARAPET 12 CLC. JSTS. TO BALLOON FRAME WALL I(8 STUD WALL CONNECTIONS If 111k notice appears clearer Ih:u>I the ducnmew. the docnn►enl is of marginal (ilwllifr. Old— ......... .. ........... J U N 0 2 2000 1111cro 11111(0 i I, ,� I I. I. Illi I I ill;; I III I j .il I lI'lli� I I I ii .I I !iIi!!j!II!1 III! I!!!IIiI!ii!li.11liii��i II I!iHllli!ilili!liiilii!!!! !!!!E!!!! 111!1!!!!IIl1!! I!'I'1'iiili I•... """f � 'r��a �� I , ,�► n „� ,,, �� „ ,� , �� ! 3) WDY-- 990 42 W uj N Z r - m J e, W N , 2 ` i N = 13 �/ � n � A x 5 LL w � m 0 0 0, CLIENT d- I Q( (00 -C) o w a � aJ O d Q Y f— W Z 7- `i W < Ii O O L.iJ Q o Z Of zU> — l.L N W Li C) U CD �- i/) LD lr-- tiJ w w J ct- (� Q Q 0) u :1 Z W � a� U RAWING TITLE REVISIONS ROOF REVISIONS A n Z-\ A STAMP # WA �i� 41�01 pr k ?218 7—_ orwiNwa�� PROTO DATE: BLDG. it A1PR 9 19go SUBMITTAL DATE: BID DATE: CKE NO. 95171 _'— EKA NO. 98-98 c� SCALE. SHEET S-3 fit 11'99uUIhn( AK1. S.IR 12144 SW S('IIuLL.S FFRRv RD Pg 5O of 52 0 If this nolic•e a1)Iiear.r• clearer (11,111 file 110 document. the docuncectl is of 111,11.011a1 gnalif)'- J U N 0 2 2000 1111cl-ofl1Fl c II►jl ;ill ''IjII ,Ilijil;'jijij:jl�ll,ijljilililijilil�;; tiilljiiilijijljl 1l11110i; ! i1111ilml;Iililllljilohil!j111I!!!!11111m;...!LIN!!!1!Iliil6tllInd, ""I11'II""t'IIll w."'11'11) llllllllljlji _ iiijiiiijllli�ii�j _ 4- TY >� 9- !!!!IfII11111I11�1;!!I11I1`!111I111i�11Nl1! WDY--99042 EN. FOR FRAMING ABOVE SEE DIET, le/5-4. BEVEL RIP 4,<4 BLKG, a a - ` - _ -- .x BLOCKING __..-------------- v2' G►�X PLYI .u� TO TO MATGti ROOF 106 's 4'' o/c �- 00 I -5 DEUJALK WHERE OCCURS -- -- 8d EN. AT &'' t 8d FN. AT 12" , l6 "'LIN. 3 BAY5 SIMPSON ST623o STRAP w __.------" r- P ._.__-------_x STUDS AT !�6" o/� - WHERE OCCUR5 _ 1/ /` w -GRADE JJ 16d AT 8" O; G STAG=GERED 2 ROWS 6N. �[?LK'Cs I - _ — M 5UB-E34SE -SEE PLANS -- ° _ -_-----= 2x BLK'G w/ 16d AT (o' o/c7,4-- n U LL•1 Z = Q S AGGERED TO TRU55 v:" cDx PL`rU.!D w/ Sa EN D4-�. 2xrb t3LK'G w/ 3-16d m L L Z J N !" AT a" o/G, aLT. BLOCKING N. J r. Oi 64 LL =E PANE Y T L B RU55 MFR. BLk'.'G w/ 16d AT 4" o/c N L" A TRU��5E5 5EEPLdNNUG BEAM W/ SIMPSON2x HANC3ER To F'o5T--_--6'MP5ON (3) «4 BAR TOP t 50TTGM c = , ILII P4x LU526 t m on TYPICAL. cn .. _ Q ' I 5/8'P�ATEJAB 048UI�5c. Y in J E.N., Tl P. 2-2x1@ DRAG TIE. - Y+ - ---- = -- --- - ---------- 4x4 POST, TYP.,HIGH LOW. •4 � 12'' O.C. w/ ? - UN.O. FIIR.ST BOLT 14" 1"'IAX FROP'! �4PLATE ENDS. c2 -PER PLATE CLR v!3nc� MIN.i POSITION lL1/ 51MP50N MKP Ln r Ccs, G -J W C] W SEE PLAI'45 d r� � O Qi '^--""�-----SF�+EARUAI.L OR BEAM Ab BLOCKING __.-_-TRUSS 5EYOND --� -IN 0 I@d a 4" o/c. 2i +4 .. OCCURS-5EE PLANS NANCsERSiI) SIMP60N CS16 x(2,> a- +4 TRU65 15LUJ TOWERS 1G�'-@" W/ lad N.aILSDE5L �' roO•C PLT WD PANEL - - --- TOP t BOTTOM «4 DOWELS AT 32'O/C PARALLEL TO TRU55 PERPENDICULAR TO TRUSSFGic_21I—�"INSULATION 17 EXTERIOR FOOTING 1 SE �EAR TRA�JSF=ER 21 DRAG STRUT 13 D E�TAI L (5 --�_ ------- g/8"m A.E..c 18" MIN STUDS a 't 5%. COL. I/ � - 1/2 CDX PLTWD Wi 8d - -ROOF 5+4T'G HOLC'OWN- 5EE E.N. AT 6'O/C t 8d FN. AT 12'O/C _._-_ (1 ) 04 CONT. 0 CURE! I I I ----}( t EN. / / FLAN I EN. TYPICAL---___-- 2x SHAPED-;CNT.-,w\�>_ 1 J �� `'��- SEE1014-'). RB w i.vRi'✓E TI -+RL! I I 1Q 1/2" x 3 1/2" x 11'' I I I W/ (2) 5/8"* A.B.'S • EN. -._ ..:_ V_ /--P.T. 2x.4 PLATE BLK'G. `� - -_E P. 4 I I Fq- - j'/ -- 55TB ANCHOR BOLT / � OC ,`. BN ( TYP ) W _ -- P.T. Ix2 x 6" a 24" O.G - I i/2 -- V , 3/16 TYP _ / 4 --j U (2) 0516- NAIL W/ TFd,!5S - ----�r==-�--�-- - - - - -- ---- _ 8d NA!L5 0 3' O.C. Ih __- -- v 2x4 NAILER.5 / BLKG. BALL (4) 51DE5 cTYPJ I CSIs ° / I� d �� BLK'G PANEL U1/ - - or I�cd, NAILS AT h'O/G TO 2X-IIIjIIIIjI -- -q:v-- --U GIRDER TRUSS_ / BLK'G `�%$ F'L� WD Wi , - -- - _ _ IIIII _ x , Y SEE P'6.AN_ yt,79 `9 v) «4 �, , I I I \ I : ' I(od NAILS I I E.N. AT h'O/G. \ 5EE DET. ALTER: BLK'G PANEL bu =I � - - - ` _ - v v IIIII=iI a !r ` I T^P t ( I TRUSn MANUF. IIILII I;i j�IIT II! SIMPSON A35 FLAT- SEE- BOTTOM 3 \ 2' ;_EAR ,!,ALL : 5 PULL HT _ S -c ` 4 -_ • a - - I I ! I ( I � - I - - - I- - - � -- 2r CONT, BLK'G W/ - - _R BLK. TO PLATE _, ------ - GLre � - -«4 VERTS. +' !8„ O.C. • CURB - CLR FOR INFO NOT NOTED + SEE 1 " 5EE -� , , - �EAC'ER BEL OW FRAME PER.- `� in U _ — 171/2, ° -l2) •4 TOP r BOTTOM + v 17 � 5_3 � PLWD. PANEL ___..__. r '_ter, _....._.._ _ __- -_-- W/ 8d NAILS m 4" O.(,. �' "'j _ 2r STUDS AT I6'O/G - I FOR INFO NOT NOTED `� SEE ."/ i TYPICAL) I OR BEAT' - ---___ ,, L_ 1 INTERIOR SHEAR WALL FOOTING i'';"18 _ ,4ERE OCCURS. EXTERIOR FOOTING [06 �2 j22 14 C TRU SS BLKG. PANEL DETAIL 10 •`:,a:�i' '\,\ F.A. `"SIDE UNL')ER S t" 1'r-501 , CC044 __--- 4x4 P05T w/ 2x ., ' T�ID E G -I .� =-HOEDOWN POST SIDE, WHERE OCCURS X` -CANT. 4 Z �/ "� -% 5EE PLAN I _ _._. __ 21_ml, _ 51MPg+ON 2 - , r A I(c" O/C 1-1:1.5 AT i-IOLDOWN- 5EE PLAN M y,' EACH RAFTER 2r BLOCKING FULL HT, BLOCKING6IMPSON RIP TO FIT AS REQ'C' " " 4 MIN. 4 MIN. i,1ENa "Z Ai COUNTERSINK 45 � REQUIRED :"-- .• w.p.. - T t? • c>>c• . x x.--�---- -a` i i �� { �. �` I � E.N. -- _ _ _ _ _ _----- 2 r RAFTER __ - -_ _ r, --JAMB STUD - - - - .. a� --- -----_--- `1 '` - SiMPSON A35 E.ACFI - ---------- - E.N. � SIDE OF P05T _ i I AT GDX PL1`WD T / 6 c Sd A "O E N + 4 .: ' a ° ' :> I _'�- _- - - _ = -' _ FOR INFO NOT x NOTED SEE I ° -- -T_II ° --P.T. PLATE a %x(o TENSION TIE ad ATIVO/G FN a a - _ AT 32' O!G Wi I 4-16d and �? r -TYPICAL A.B'e, - SEE PLAN aIMP30N 'A35" EA. ENG' TO RFS'. .- -u --- --2x STUDS Ido"O C FOUNDATION (2) w4 x 2-@ I ' • .. •' •'•. .. NOTE: VENEER NOT S1-aOWN FOR CLARITY j ,' F- PFRPINDIGULAR TO WALL '-ARALLEL TO WALL. fir- c i ;e- — ------ .—.-- -- -- p 7 - 23 _ 19 _ 15 STEPPED FOOTING ! '1 EX-DERIOR FOOTING 7 POST TO SILL PLATE 3� r- THi5 DETAIL 15 FOR DRAG INFO ONLY, ACTUAL ROOF SLOPE MAT I __l-- POST -SEE FLAN:: . DIFFER-5EE DETAIL REFERENCED !y _ � SIMPSON 6T22 5TRAP5 AT CORNERS, Tl"P - N ROOF 5HT'G EN. ON PLANS FOR MORE INFO - _ _� --��- ; --51MP50N HOLDOII�I J 2, BLK'G 8d a 6" o/c. STAGE. .,.,-53TB ANCHOR BOLT ; - -_ 2x. CONT BLOCKING - -- p�R NP- 5EE w/ -- r 16d per BLK. �' �`� - NOTE: EN. ,4LL PLZ-UJOOD TO POST - -- /--1/2" CDX PLYWOOD w! 8d E.N. AT 6" c/c Sd F.N. AT 1'1" o,'c FOR EXTENT STRAP '12x4 a' -0''t CC ---`— -_ ,2x CONT. BLOCKING - __ -- 5!? PSON H2.5 -- 11 --SIMP50N A3'7 tY'P? \, \ I/2 CDX PLS WOOD w.' � `�° OC' �/� �` �\ -IIIII`I - - FOR INFO NOT -IIIII NOTED 5EE HEADER w/ 51MF'SON / _ 8d E.N. AT 6" o/c 3d FN, AT 12" c/c FOR EXTENT OF STRAP NUC HANGER TO P05T (ALTERNATE: ' ALTERNATE: 2x TRIMMERS 2x10 CONT -- , x CONT BLOCKING Rpm RAFTER, T1 F=1 - AF t N gRIDGE- �4_ uu 4-16d BE 4P1 cL w/ SIMP15ON 435 DEADER TO POSTS _.__...__ - k EN. TYP. SIMP5�.,N 43., EA. - SIDE HANGER EN TYP. FULL HEIGHT POST SIMP. 0516 STRAP PER 24/5-3 I 0 HEADER AT CORNER 2 DRAG STRUT DETAIL 12> 8 HOLDDOWN DETAIL 20 16 fit 11'99uUIhn( AK1. S.IR 12144 SW S('IIuLL.S FFRRv RD Pg 5O of 52 0 If this nolic•e a1)Iiear.r• clearer (11,111 file 110 document. the docuncectl is of 111,11.011a1 gnalif)'- J U N 0 2 2000 1111cl-ofl1Fl c II►jl ;ill ''IjII ,Ilijil;'jijij:jl�ll,ijljilililijilil�;; tiilljiiilijijljl 1l11110i; ! i1111ilml;Iililllljilohil!j111I!!!!11111m;...!LIN!!!1!Iliil6tllInd, ""I11'II""t'IIll w."'11'11) llllllllljlji _ iiijiiiijllli�ii�j _ 4- TY >� 9- !!!!IfII11111I11�1;!!I11I1`!111I111i�11Nl1! WDY--99042 (n Li O � a -'0 Z �- 00 I (_0 Q uj > w LJ 1/ Z � w JJ n M (D n U LL•1 Z = Q w m L L Z J N !" OcnO J r. Oi 64 LL ry w C) � r LL �-- (D 09 W � t m on Y in J w X Z W Z o Li O P) f N m � G -Lr' (n Li O �- 00 I (_0 Q > 00 Nt LJ c\ O') b � o� r-. d- M (D n U LL•1 Z = Q w - Q a L L Z <Y OcnO PROJECT ry w C) �-- (D 09 z (Y w X Z W Z o Li O W U F- U7 L.L.1 Ln r Ccs, G -J W C] W J [� UUS d r� � O Qi � 0 LLJ .. O LLLJ < a- 0toF-5 DRAWING TITLE un U Q F�Evi ;�OtiS ROOF REVISIONS 04/09/99 — w PROTON DATE:: BLDG. SUBMITTAL 1 APR 9 1! 141 DATE: 3 BID DATE CKE NO. 95171 EKA NO. 98-98 C SCALE: SHEET S-4 .aaae.a�aaae• I lil!I" N 00160 PAI('S JR 1144 SW ScHOLLS FFRRY 1t1) 1'e 5I (if 52 2x4, ISLOCKING �' 16d NAILS CONT (2' 1 1/4 x 14 L5L _T_ TOP PLATES- RIPPED - 51MP50N H3 AT E 45 REQ'D � NO 5PL ICES ) Lid SIMPSON ST22 5TRAF5 AT r'(')RNER EA. EN -1' , -2x(o -s ia' D.C. 1/2" CDX PLWD, I 1 SHEATH. TYP.� NAIL W/ 8d V (2 ! 51MP50N A35F s ro" O.0 AT EA. STUD 2x8 BLOCK TO ALIGN W1 5TUD5 1611 C.G. '-') 16d NAIL. 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