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11619 SW PACIFIC HIGHWAY-1 4 "IU Alerf r I P C C A T 0 N S OWL 4 .' '•'SJO1 ONE - GENERAL REQUIREMENTS DIVISION FOUR - MASONRY (continued) � � DIVISION ,,EVEN -- THERMAL AND MOISTURE PROTECTION DIJ1510N SIXTEEN - ELECTRICAL A. General conditima E. All existing CMU/prick walls which are to remain shall be routed. C. Sheet metal work�. �. (continc�h�/) A. Scope Pressure grout existing 1"± cavity bbtween 4 brick and 4 rhe electrical contractor shall furnish all labor and material as 1. These notes are general in nature and are intended to set CMU with a highly fluid concrete/sand slurry growl: having a min-• 2. Nails shall be barred, hoi dipped galvanized steel. required to Provicib and install a complete electrical system as � minimum standards for construction. the drawings shall imum compressive strength of 2,000 psi. Grout shall be of a required for new and remodeled areae of the building and site. govern over the notes to the extent shown, consistency to flow into all voids in wall. Pump pressure shall 3. Provide all flashings as shovrn on drawings or as See Reflected Ceiling Plan, Sht. # 11 for schematic lighting layout be adequate uate to move grout to all voids in wall without causing required to make exterior perm(nantly weathertight. and fixture schedule ` damage to th,+ wall or building. _. The contractor shall verify all dimensions and co��ditlons Make proper allowance for expansion and controctlon, The electrical contractor shall coordinate with the H.V.A.C. on diffe•e-f -lrowings and in the field and notify the arch- and for shrinkage of wood construction. Cope or ccntrc:.ter to provide all required rntfollace and connections for --- itect of ani discrepancies before proceeding. DIVISION FIVE - METAL flange Intersections to fit accurately, and solder. H.V.A.C. equipment. -- The electrical contractor shal! ,)rov;de all required engineering 3. Contractor to provide all necessary support for walls and A. Steel D. Rubber Membrane Flashing design as required to provide a complete elec.trlc.al system based upon these schennat(c drawings and complying Frith all governing codes and floors prior to completion of the vertical and ho.Izontal 1. "Rubber " flashing shall be Gates "Contourflash" or regulations. The electrical contractor shall secure and pay for load systems. 1. Structural steel to be ASTM A36 welded per RISC i equal 60 ml neoprene sheet membrane applied with all required electrical Specifications q P PP q permits and li�_en„es required. The elec.- manufacturer's adhesive with no penetrations at rical contractor shall provide any and all required energy code 1-Z v 4. The contractor is responsible for safe job site conditions. horizontal s,4 races calculations and energy budgets pertaining to the electrical and 6W O 2, Provide all necessary anchor bolts, strop anchors and �Ci ti lighting systems as may be required by any governing outhority. :�. All bidders are responsible for verifyng any and all on- other items as shown on the drawings or as otherwise E. Stucco �Ulr- t required to complete the work. Muchins bolts to be In acr;epting the contract the electrical contractor agrees to W o site con., tions which effect their work. Report any lis- q P provide a complete, operating s,sterrn with all equipment in � f"Q crepanr;es between the drawings and actual site conditions ASTM 307 except wherb shown otherwise. 1• Portland Cement Plaster (Stucco)) shall be (3)- coat working under at the campietior, of the project. w 40 . to An ect. system installed in accordance with the recommend - DIVISION SIX - WOOD AND PLASTICS - -- �_ _ ations of the Northwest Lath and Plaster Bureau, Inc. B. Material J 8. Desigr Loads --- - (NWPB). Mix shall be in accordance with the American All material used ahcill be new (unless noted otherwise) and shni < National Standard Specifications for Portland Cement; bear the Underwriter's laboratories, Inc. label or equivalent. 810 61- 1. F"1. Roof live load -- ---- 25 psf with consideration for A. Framing umber and plywood A42.2-•1971 ora roved equal. r q PP q Electrical contractor shall provide ell materials and fixtures os 60 drifted snowUJ 1. Framimg lumber grades shall be as follows except whore 2, Lath shall be self-furring, paper backed wire mesh or i y complete system except thone items to be required for V lu co Wind ------- --- 80 mp;i j exposure "B" shown otherwise on drawings: approved equal system. supplied by others as shovn on thi! kitchen equipment drawings. W 3. Sois Bearing -------- 1,500 sf assumed _ C. Workmanship = 3 P (assumed) - joists, beams and stringers - - #2 & hetet Doug. Fir 3. Provide control joints, screeds, "J"- moldings. etc. as _ 1 9 All electrical work shell be in accordance with the National Eletct- QN 2 x 4 framing and studs ---- Stud grade Doug. Fir required for a complete ob. E" 4. Seisml,;. ---------- Zone III per U.B.C. - 2 x 6 and larger studs ------ #2 Douglas Fir q P j ric Code, shall be executed '+n a workmonlike manner, and shall present - bucks. blockingand bridging 3 Douglas Fir a neat and symr�e;rical appearance when complete. ADO 9 9 -- # 9 4, All stucco surfaces are to ece;ve a heavy trowelled � W..rt C. Construction type to be Type - - fJ per U.B.C. - posts ----- --------- ----- - #1 Douglas Fir texture (Spanish) except horizontal and sloped surfaces }" ( P ) P P D. Lighting fixtures - plates or sills on concrete --- #2 pressure treated to receive elastomeric coating are to be lightly textured. gThegelectrical contractor sr.711 furnish and install lum,nares as des- �a0 01V1SION TWO - SITE WORK _Y Douglas Fir 0400 I cribed in the fixture schedule. Luminaires shall be complete with IA4.•.. A. Excavation 2. Wall sheathing to D.F.P.A. 1/2" (15/32") C.D.X. Standard DIVISION EIGHT - DOORS AND 1MNDv'�S diffusers %vhere applicable and wi;h lamps as indicated or appropriate. sheathing --- Fluorescent ballast shall be Class ° and have a sound rating of A. 1. Excavate as necessary for work shown on drawings or spec- Each balla.-A is to be individually fr,sed according to the ballast 3. Roof sheathing to be D.F.P.A. 5 8" 19 32" Standard A. Doors manufactu -er. vim surfaces undisturbed, level, and true. sheathing Index 30/12, laid with face grain perpendicular 1. Hollow metal doors shall be 20 gauge steel. - to supports and with end joints staggered. R A W I 2. Excavate for exterior footings to firm, undisturbed soil 2. follow metal frames shall be 16 gauge steel, Y.D. - 11-T fur`� �. � or compacted fill to a minimum depth of 12" below existing 4. Boltheads bearing on wood (including foundation anchor ® �� ® °' grade and 18" below finish grade. Notify the architect of bolts) tc, ')e provided with standard cut washers 3. Wood flush doors shall be medium stain a rade birch veneer face. any unusual conditions encountered in the footing excavations except where shown otherwise on drawings. SHEET CONTENTS 4. Wood stile and rail doors shall be solid Douglas Fir, exterior grade _ _ _ 5. Glu-Laminated beams shall be Industrial appearance in the conflgurations shown or approved sim7lar. Provide tempered 3. Backfill and compact all trenches below paved areas grade, Douglas Fir complying with AITC 117-79 Design glass lite at one panel as shown. with granular fill. Standard. Fiber stress in bending shall be Fb = 2400 -- psi for beams 15" and deeper and Fb = 2000 psi for 5. See sheet # 3 for door hardware specifications and schecl-"--. SPEC SPECIFICATIONS B. Otructural Fill beams 13 1/2" deep and !,-,ss. Horizontal shear str- SP SITE PLAN waterength shall be . 165 psi. Glue shall be a C. Windows 4=3 LS LANDSCAPE PLAN __ 1. All fill at building pad to be laid in maximum 9 lease material waterproof type. Multiple and cantilever span beams thickness lifts with each lift thoroughly compacted to 95 percent shall have full stress capacity at top of beam where ,. Aluminum nail--on windows shall be as manufactured b E.P.I. _ of maximum dens*it; as determined by laboratory compaction y -�`- --/ top is stressed in tension, and shell be combination tvlil and, Mercer or roved equal. l v test AASHO T-180. 24F-V8 or 20F-V8 according to depth noted previously. g pp q 1 FOUNDA , ION .. LAN DETAILS _ �, 2. install complete floor framing and sheathing before backfilling Provide standard camber pf 2000' radius for beams not 2. Install Owners (7)- panes of insulated glass (5'-3"f X 4'-6"t) 2 FLOOR PLAN at basement wells. otherwise rioted. in new aluminum nail-on sash. ^-- ------ - t, IC. Paving 3. An windows Shall be glazed w/ ," nominal clear g(rss except where 3� DOOR SCHEDULE - F,1NISH SCHED.,/SPECS.B. Finish lumber noted otherwise on window schedule. 4 ROOF FRAMING PLAN � .. All paved are►rs 4.o receive 2 minimum compacted thickness of ..__ � - hot mixed a:ohalt(c concrete over 6" minimum compacted rock base. 1. Exterior trim boards to be clear cedar in dimensions as shown 4. Provide safety glazing as required per U.B.C. Se,.tion 54-06. Pro- 2. Interior wood trim to be clear oak. vide glass in thicknesses and strengths as required by U.B.C. for I SECTS .TIS o - '� C. {� 2. Asphaltic Concrete to meet Oregon State highway Division Spec- applicable sizes and locations. 6 SECTIONS DETAILS ification Class "C". C. Nailing schedule 7 DETAILS 5. All aluminum shall be dark bronz4 anodizeJ. - DIVISION THREE - CONCRETE WORK 8 DETAILS 1. Framing lumber to be nailed as follows except where shown othwerwise on drawings: DIVIS!�N NINE FINISHES - see Sheet # 3 for specifications A. Concrete 9 -._.__-___ 9 DETAILS 1. The A.C.I. Standard Specification for Structural Concrete - joists to sill or beam ------- 3) - 8d DIVISION TEN - SPECIALTY ITEMS for Buildings, ACI 301 shall be followed except for items - bridging to joists be blocking --- 2) - 8d ea. end - 10 ELEVATIONS i specifically stated otherwise. - sole plate to joists --- ---- 16d nt 16 o/c A. Toilet room accessories - - - top plate to stud ---------- - (2) - 16d end nail 11 REFLECTED CEILING jLl GH 17 N G PLAN g - stud to sole plate --------- (4 - 8d toe nail 1. Paper towel dispensers, toilet paper dispensers, sou dispensers, and 2. Minimum compressive strength of concrete at 2i3 days Shall " P P P P p P y 12 ROOF PLAN / ACOUSTICAL .,EILING NOTES _ - double stud --------------- 16d at 24 o/cr^ be 2,500 psi at footings and 3,000 psi at floor slabs and ---------_ gents tees tiact are to be supplied and installed b the - double top piste - 16d at 16" o/c general contractor. (� walls. Maximum slump shall be 4". - top pl., laps & intersections ---- 2 - 16d ea. end - cont. header to stud ------ -- 3 - 8d toe nail 2. Toilet stall grab bars shall be supplied and installed by the General 3. Clean all footing and slab excavations of loose material -- ceiling joist to plate --- --- -- 3 -- 8d toe nail Contractor. Bars to shall Bobrick plied#680x Sin & ed as shown.,General oma' before pouring concrete. - rafter to plate ------------- 131 - 8d toe nail - built-up corner studs ------- 16d at 24" o/c approved equal. 4. Backfill oil pipe trenches below footings with lean -� concrete. 3. Toilet room mirrors shall be suplied and installed uy the General Corr- 00 p� 2. Plywood wall and roof sheathing to be nailed w/ 10d comm. nails tractor. Mirrors to be Bobrick # B-165 2430, or approved equal. - - (� at C" o/c at all panel edges and at 12" o/c at all inter- B. Reinforcing steel for concrete and reinforced hollow masonry mediate supports unless shown otherwise on drawings. B. Toilet room partitions shall be Accurate "C,-,ncord" baked enamel on steel, PROJECT INFORMATION. floor mounted - headrail --brace:? units in itandard colors. Provide lay- 1. All reinforcing steel to be ASTM A615 GRADE 40. 3. 5/8" gypsum will board to be nailed w/ 6d cooler nails at out following the floor plcn and complyin j with all building code and at #4 and less, GRACE 60 at #5 and greater 7" o/c at all supports. assessability requirements and codes. SITE DATA 2, Welded Wire Mest, shall conform to ASTM A-185. DIVISION ELEVEN - SPECIAL EQI;IPhrtNT (by others) LEGAL DESCRIPTION SE 1 /4 SECTION 36, TOWNSHIP IS, DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION -, - RANGE 1W, W.M., TAX LOT 500 3. Lap all continuous hors .,0 diameters minimum. ------- A. Roofing WASHINGTON COUNTY 4. Provide 24" x 24" k -her bars to match horizontal reinforcing. 9 DIVISION TWELVE -- FURNISHINGS (by others) 11619 PACIFIC HIGHWAY ® � 5. Place and secure all reinforcing per A.C.I. standards, and maintain 1. Built-up roofing shall be four--ply, fiberglass reinforced, fire ADDRESS- c spacing and clearance requirements. resistant DIVISION THIRTEEN - SPECIAL. CONSTRUCTION (not used) TIGARD, OREGON - Submit alternate proposals for a single ply EPDM roof +-- ----` -- t system to the general contractor DIVISION FOURTEEN - CONVEYING SYSTEMS (not used) ZONING C-G GENERAL COMMERCIAL A. St,uctural concrete masonry units shall be lightweight 2. Clay the shal! be one piece "S" Mission type as manufactured by _ --- -- - - --- 0, �p units conforming to ASTM Spec. C-90 Grade N-1 Maruhachi Ceramics of America, United States Rocflng tile Co., or DIVISION FIFTEEN - MECHANICAL LOT AREA 30,568 sq.ft. � �J r rm shall be 1350 psi at all walls and 1500 psi at equal including all required eave closures and other accessories - --- for a complete installation per manufacturer's recomendations. r all solid grouted structural elements ,,lintels, bond beams, P P A. Heating, \ent(Ilation, and Air Conditioning system design is _EXISTING DEVELOPMENT columns, jambsm etc.) be provided by the contractor In strict compliance with all �-� governirg codes and regulations for approval by Architect. EXISTING USE RESTAURANT B. Grout shall be highly fluid ^onsets made with 3/8" B. Insulation I. Exterior insulation at new wood framed walls to be Contractor is to secure all required permits and approvals. max. s;zed aggregate and having a minimum compres- BUILDING AREA 3 354 sq.ft. sive strength of 2,000psi. 5 / �� ) 9 Entire system is to be worranteed for a period of one q 1 2 R-19 lass-flber batts. year from date of acceptance by owner. H.V.A.C. con- PAVED AREA 23,552 sq.ft. C. Mortar shall conform to U.B.C. Type "S". 2. Provide new 9" (R-25) glass-flber butts above all tractor shall provide any and all required energy code new suspended "T"-bar ceiling areas. and heat loss calculations pertaining to the H.V.A.C. LANDSCAPED AREA ,,,662 sq.ft. = 12.0 ; D. Wall constru tion, grouting, and support of system and building envelope as may be required by any reinforcing within the wall snoll conform to chapter 3. Rigid Insulation to be polystyrene foam. goveming authority. c PROPOSED DEVELOPMENT 24 of the U.B.C. _ _. C. Sheet metal work B. Plumbing system design is to be provided by the Contractor PROPOSED USE RESTAURANT U.B.C. 0-NCUPANCY A-3 following the floor plan layout. Flumbing layout drawings are 1. Galvanized steel shall comply with ASTM-A-93, copper schematic only - Contractor is to provide all required approvals BUILDING AREA 4,819 sq.ft. (1 .465 sq.ft. ADDITION) bearing base metal, commercial weight zinc coating, and permits. PAVED AREA 18 860 sq.ft. \� 26 gauge minimum or as shown on drawings. C. See sheet # 3 for plumbing fixture schedule. LANDSCAPED AREA 6,889 sq.ft. = 22.5% ;VIM 7'Armw PACIFIC' ►fWY., 11f41g SUP 94-4305 I OF 21 !J(l'v' I iC FILMED iII �! IIi�I!III IIIIIIIIIIIIIi II1I�11`IIIII i IIIIIiI�IIII{ IIIIiIi�ilili {I{III!�I�!II I;!;{I!�III�! i {I!I{II �IIIII !I! �!I!�{�!I{ II!I!I!�!I!I!I i ii!I!�!I!�!I{ !I!I{II�(;�II -4 "N"M NNW 0 04ft _ it'll, inlllilil Inlilinlnnlillllluiiln! !lulnn !nllllii lIIIIIIII lIIIIlIII IIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIiII IIIIIIIIIIIIIIIi11111!.ill!11I1nIIluIIlnllln11n11111u!nnluli 1n11nn 1111IInllunillnlnulmllnlllun�nulun�ulihm ulllnn fnlliillllnilnnlitil 71 SIL M H a is GENERAL NOTES: IIt ACCESSIBLE ROUTE DRi VE WA Y DETAIL FRAME k :OVER ` 112- N0� 1. CONTRACTOR SHALL_ SUBMIT TO THE ENGINEER PAVEMEN T-7 f f� _ r �• MATERIAL'; AND SHOP DRAWINGS USE TO ORDER FINISH GRaf�E ; AND CONSTRUCT MANHOLES, BASINS AND DETENTION ` _-GR(AjT !y� K FACILITY. --- PRECAST UCa�C /D {•-�--�/ 2. IF FIELD CONDITIONS ARE DIFFERENT THAN THOSE ,,,,,--PRECAST . SIDEWALK SHOWN IN THIS DRAWING, CONTACT AND NOTIFY THE ENGINEER, —_ ~ --- PREFORMED PLASTIC ::,IRB UNE THROUGH CASKET �"""' H AN EXPANDED 3' DRI VEWA Y ZONE TO MATCH EXTG. OR/VEWA r 3' MIN. VAR. r, VAMP TE)(rs URf= DETAIL Q MAX` - 12% MAX. CHANGE FLAT TOP FOE? SHA(.-LOW RAMP TExTtIRN� �S TO 13E DONE w1T +14% __ 2 IN SLOPE ® 10' STD. CAST IRON--- VAR INTERVALS (SAG) COVER AND FRAME MA TCHED M A;I H O L E OP Ti ON VE74L GRATE `LACED AND REMOVED FROM WET CCaNCRETE a - -�'' -- - 1'O f,,,EA VE A CV ANL)ND PA TTERr. AS SH0 W THE L ON G FIN. GRADE AVS t T1�rE �AA/OND PATTEn'V MAY BE PERPENDICULAR 27� / OF STREET OR OARALLEL 'rO THE CURB. GROOVES SHALL BE 1/2' DEEP 8% MAX. CHANCE ANLL ',''4� WIDE. Z% /--- IN SLOPE 0 10' R• VAR _ INTERVALS (CREST) MAX. 27" FROM -- - --SET FRAME IN �A 69 MAX. TOP OF FIRST STEP NON-SHRINK TU TOP OF CASTING GROUT SHOULDER GRADE AS REQUIRED7 -- CURBSTANDARD 48"---- ECCENTRIC M H 7 (SEE GENERAL NOTE 3) SEC TION A-A M.H. RISER TOP b or 48" FOR PIPE fSEE GEN X TABLE A ��l - PREFORMED - 01E _-_-_--_`-- - - --- -^— _ Uj 24 OR LESS Iown PLASTIC / N 2 '�`'' Z b - c M 60" FOR PIPE \ '-�__ -- - GASKET � ` -rz w - X q - --h - ----- ., o 7" OR LARGER _— -- b or X — 7% - 5 --- 5 t NOrE 5 890 5' 5" , c •�'�� '1' 990 4 1/2' 4 1/2 o r SET IN FRESH- - �� r0% 4 i/2' 4 1/2" CONCRETE & COMPACTED 4 1 i -- 4 112" GROUT 314 0" I tl 6 99. 4 1/2' 4 1/2" 12" MAX. FDR ROCKCRUSo < c i CONC. PIPE +w , y. 312 312 r, G 107. 3 1/2' 3 1/2" - -._— :'-UNDISTURBED ^ ; / 0 �i ��' 7/' --- - — " 6'-U" MIN, EARTH � 3. `- 4- I 9% 2.0' 2.0" %2" LAYER ° CO T 10% 2.v' 2.0 - _ MPA C I ED BA.SI: MATErIIAL 7% 2.0' 2.0" SECTION A —A =i4 0") - W7 ~ L/P MAX � — /�_� 10 800 1.01 _— 1.v" _ _ A 9% 0 0 STANDARD O D 0 NOTES: ALL PRECAST SECT70NS SHALL �� 8' CONFORM TO REOUIREM - 10% -U - 0 STORM DRAIN F.N r S OF ASTM C-478. ALL POURED IN TABLE A IS BASED ON 1" MAX. DRIVEWAY MANHOLE 2 PLACE RENC. SHALL HAVE A 28 nL - DRI VEWA I'S WITH (,URB LINE WALK _ _—_— _ DAY' STRENGTH of 300o PSI & � LIP. IF 0 LIP I�' USED INCREASE � 2"-4" SLUMP. NOTES: "b" BY 1' AND "c" BY 1 ". SCALE: NTS C� (SEE DRG. 20778 FOR DETAILS AND DIMENSIONS NOT SHOWN) 1, 3' M+N. SIDEWALK WIDTH WITH SLOPE OF 0.0� '/ft. IS REQUIRED THROUGH DRIVFI'.A, ,'�;. 2, USE "b" FROM THIS DETAIL SHEET OR "x" i FROM STD. DRG. NO. 20778, WHICHEVER IS GREA TER. B YZ) 3, Z% SHOULDER GRADE = 12% MAX- IN SAG _- 0 D 0 T STANDARD AND 8% MAX. IN- CREST- \./ 4. USE GR!VEWAY DETAILS SHOWN ON STD. DRG. WASHINGTON COUNTY OVERSIZED---,_ DRI VEWA I NO. 20778 IF DRIVEWAY DOES NOT HAVE WROUGHT IRON OR WELDED STEEL d " FRAME AND GRATES coma D ILSIDEWALK RUNNING THROUGH IT. - r� , Cal SCALE: NTS C1 N 0 TES_ --� WASHINGTON COUNTY OVERSIZED 1. CONCRETE TO .4E 3000 P.SA. WROUGHT IRON 0 WELDED STEEL i FRAME AND GRATES _ 2. EXTERIOR WALLS MAY BE POURED _- _0 ANEAT AGAINST THE EXCAVATED SLOPE. cc FINISHED GRADE l 3, ALL BACKFILL AREAS SHALL BE 1 ' RIMS EL _ — IN THE MINIMUM DIMENSION AND 40.50 - KEY NOTES PROJECT INFORMAIjQN AQE� El'1ST1*r� NEW `"• PERFERAILD I(k)IING DRAIN IN GRAVEL-/ROLX A+ iMTF% PAVMiG j A "FRENCH DRAIN" CONN. w.' SOLID PIPE TO STORM DRAIN 51T1 . AIA WW1 2'" AVP"ALRC CONCHE'Tt RA�4NG AT LOCATION tW IEGAL DESCRIPTION SE 1/4 SECTION 38, 10WN5HIF 1>' Iif?OIPOSEU� USE. RESTAURANT EXISTING PAVING + ROOF AREA 28,906 sq.ft n! EXISTING FIRE. HYDRAN, RANGE IW, W.M., TAY LOT 50U E�1St1NG t�Y('!1 t5 110 tlfR. Rk4�VET! D004 TD BA9E PROPOSED PAVING + ROOF 24,589 sq.tt \ ROM - BASE TO K RMANEWASHINGTON COUNIti V AW COMPACTED AS BUILDING AREA 4,819 aq.ft. (1,485 sq.ft. PP,OPOSED ADUITION) r") RFIXAOMD TO DRAWAQ C0Nf1(XAAT)0N C4 G•ARV N WA.A 4'--A" HIGH WITH WOOD TREWS STRUCTURE NEW ADDRESS 11619 PACIFIC HIGHWAY ERQP-SEQ.PAEK,►& (/ � "� iTGARQ, OREGON PAVED AREA 19,770 sq•n LARKING REQUIRED i SPACE PER 50 AV'+t�ia 'h. C>JNl`alETt PAVING EY1511�1G TO Ni. ►�tM01ED LLE) L.O1 LIGHT ON POLk. EXIS'ING TO REMALN IN PLACE sq.ft. DINING AREA x 1 A�iE'SS16L.£ PARKING A LANDSCAPED ARI EXISIIN6 NEW _ LOT AREA 5U,56B sq.ft. i e 19.68 (2,556r s C`L�55 AIS-F - 6'• 1si / / OR REMODELED SEE LAND- 5 . l_A1 USCAPEU AREA 5,97 sq-ft. 5P CE PER TWOEMPLOYEES (8) 00 LS) DEVELOPMENT NOTES TOTAL REQUIRED - 52 12 ��' � `-.r "✓✓ - A.1a'S11�tE P+JMINt; STAB - >)'► 19' WI TN STANDARD Syi�l �� PUN ZONING �--G GENERAL COMMERCIAL MAREl VtSATH TO A PERSON PARkL IR IN F SPA( AND Dso LANDSCAPING KHIND %;ARDEN WALL -- TO BE COMPLETED BY OWNER ��"�"�i W 1- ALL UTILITIES ARE EXISTING IN PLACE AND NUT REQUIREC TO BE PARKING PROPOSED - REGULAR SPACES (MIN. 8' B"x 18') 50 �',� n o if KARrrETJ MA TN TWf INTERNATIONAL SN11ttltk OF ACCESSIBILITY CHANGED OR RELOCATED WITH THIS PRCI'OSAL r \ ' A1Dk%ATfNG 'FAT THE SPACES ARE RESERVED FOR PERSONS � EXISTING USE RESTAURANT WFIEEL.CHAIR 1 .CESSABLE MIN 9'x 19') 5 '- P~' EXISTING PkXF SIGN TO REMAIN IN PLACE COMPACT (MIN. 8'-0" x 1s'-0"') ---- - 21 (39'C) , ON DISAeLfll PERSON PARKING PERMITS; .AND LIE. DESIGNED � 3,354 sq.ft. 2_ ONLY EXISTING OFF.-SITE NOISE SOURCE IS PACIFIC HIGHWAY TRAFFIC y. _ BUILDING AREA TOTAL PROPOS'En ------------ 54 �i TO STANDARDS Ai�()f'Ti1� BY THE OREGON TRANSPORTATION SLOPE. NEW A.C. pA'ANG TO DRAIN - NOTE: SLOPE A.C. FROM TOP Or i - I L.50A"A - ti3OWIS5i0N �AN Ac't S�BIE STAR SHALL BE DESI17dAlED SAC51DEWALA CURB .it 1 /2» AT ACCESSABLE PARKING SPACES AND AISLES PAVED AREA 23,552 sq.ft3-- THERE ARE NO TREES EXISTING ON THE SITE WITH MORE i �c_111 n AS SUCH AT A MAXIMUM SLOPE OF 1:50 THAN 10" TRUNK DIAMETER AT A POINT 48" ABOVE THE\AN PARKING AmSS AISY,E - B'x 19' r- LANDSCAPED AREA 3,662 s4l.ft. 12.0% SEE LANDSCAPE PLAN FUR OTHER EXISTING TREES �/ ci7�, ST� 1'994 EXISTING STORM SEWER LINE IN STREET 4� \AK f VS11NG &L.90ARD SIGN SSL'5TRu014�1 F.BQSI.Qtl.._Q�Ifis?1 NEW STORM DRAIN UNE 10 STORM SEWEI: SIZL. SLOPE. LOCATION AND CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT EROSION OF SOIL FROM Bx:l"QU RAC1h NEW - MIN. CAPACITY (4)- FAKES �� POINT OF TAP-!N SHAL_' ,F DETERMINED BY THE PLUMBING CONTRACTOR ^11- SITE DURING AN'f EXCAVATION INCLUDING BUT NOT LIMITED TO THE __. `-J FOR THE MOST ECOMOMi,:AL. INSTALLATION TO MEET REQUIREMENTS OF INS'-ALLATION OF STRAW BALES AT THE BOTTOM OF THE SLOPE AT THE / C CATCH BASIN - EXIST*G AT STREET THE CITY OF TIGARD SO(h:1 PROPERTY UNE DURRING CONSTRUCTION OF BUILDING ADDITIONS r - If __ SEE FROSION CONTROL PLAN ON SHEET "LS" STN PARKING LOT STRIPING - NEW �F1 *CHAIN-LINK* I_VN E AND GATT. LXISTING - INSTALL NEW \ \ s� SK>HT OBSCLIRWNG SCAT'S SWE> SIDEWALK EXISTING CONCRLTE TO REMAIN 9UILDING ON ADJACENT O W W(:) O RAS (>UMrJSTER i1EUVERY AREA (EXIST. CONT SLAB) �yq,J) SID4:WAL�( - NEW 4" CONCRETE PROPERTY2 �- \ nn 130– STREET �� ORIIfWAI APPROACH NEW - TO BE CONSTRUCTED IN r- - SIDEWALK NEW 5' NIDE CONFORMING TO SPECIFICATIONS OF \ h JJ O EW3 AC(MRDANCE MATH THE SPECIFICATIONS AND REQUIREMENTS (SW5 T-HE CITY O F Tl:_ARD AND/OR INE STATE HIGHWAY DIVISION I -- _ W OF THE. OTY OF TIGARD AND/OR THE STATE HIGHWAY DIS'. I � ECE EXTRUDED CONCRETE CURB - EXISTING �� SIDEWALK - FXISTING CONCRE.E TO BE REMOVED FIRE SYSTEM AT \ � EXTRUDED CONCRETE CURB - NEW EXISTING WATER METER - ADJUST HEIGHT TO NEW SIDEWALK AS REQ. l ADJACENT PROP.: r < POST INDICATOR �VALVE \ ECX EXTRULIfD CONCRETE CURB - EXISTING TO BE REMOVED i I - SIAMESE PUMPER s� EXISTING PAVED DRIVES/PARKING ON ADJACENT PROPERTY AC CONN:--- \ h 07: FHE i LU '10 ° _ .14 Ecx `" --- ECX —� -�� w S 00' 16' 01" W 225.93' EXISTING PLANTING ON ADJACENT PROPERTY'�-' GAS VALVE ,� f-- r- I s -Jed \'\ j 0400 ECX \ \ SSE cati V)IL ECN s, -� -- \ I 7/ Otto ix) ECN — 1 \ I / k COMPACT COMPA� PACT COMPACT COMPACT i r COMPACT COMPACT COMM�TC`T COMPACT / COMPACT COMPACT COMPAPT COMPACT ` \ ` 1 \ WA 45 / / I\ � (�N I NEW nom. '� i0 (5)- AT 8' = 40' / ._ .. � / .. .. / � .. .. .. _ .. / / \ M.H. (4)- AT �! 8 = 34'-a" - 32-0 (5)- AT 8-8 = 43-4 (4)- AT 8 32-0 3-4 r SAC / �' // / RI (MIN.�40.5' TTL / v STN \ / n• ACE j3 I V / I cJ SE OTHERS 70 /\/ / /. I \� / 47 r C 15' CLav 24 18 7'-8"f 1 24' / / ,. / L04ADD.* -.�._—L _._ 70 -0 EXIST_ -- ---- ;_ _ —_- —7 EXISTING TRAFr' 3 15' / ECN f-----6" CURB FACE — / \ \ ISLAND BR o (Ls cc ECN / �' � �c+ - ��`� --� �--•_,�-- \ PSE � \ 1 * / APA I — -- — \ ` EXISTING FRONTAGE �A %1 oo ACX / -- .. ao FDN FDN \ /I gg _ _ Je LLE m I / '� -\ N I 1 1,c�.� / -- -- Z - LSI (2�'� \ �; / 1 / APS APS 'D'4 _ A (VAN) a \ q� SIGN \ 44 Nom` _ A I � SW5 °D S \ FDN \ \ /� / i f / I / ADD ON \ u► � 0 o v / / oll SIS'-2" 10 LSO Cc C'4 7 1 1 a ( o � c � � / � - \ � - cI3E I ACE �� / EXISTING RESTAURANT BUILDING I / 0 Is =r CX 1 1. �,o s NAC I \ �. 4Xo I / � � y ,c ECX \ \ � ca V v �' I I y I — \ \x \4TEND SIDEWAL, TO \ ,* N DRIVEWAY t,T � \ \\ ADJA NT PROPERTY \ STN � BIBE (L CDDDA - -Opp- DESIGNATED ! _ r DESIGNATED RECYCLING 242 _ .__ r AREAAL 215 44-_ /� 5 00' 16' 01' W 283.54x— -- - - 241 — — /AO2�A 7c APPROXIMATE EXISTING - 44' 34'-8" - 16'-8'_._,.� C3f?ADES AT EXISTING -�_-- -_ __-- - _ PAVING - FROM TOPO-_ CLF EXIST ---- EXIST ADDITION L I GRAPHIC :>URVEY BY �� Si TE_. PLAN I STANDARD CENTERLINE CONCEPST, INC. DATED 2/'1' 94 » ACCESSIBLE / SP SCALE: 1' 10' - 0" 19'-0" AT A( SS../�15�1E•_•-y Pr IN G 1/2" MAX. STEP 'I r s �'"�NORTH TN AT FLUSH CURB ! BUILDING ON NOTE: EXISTING GAS, WATER, SEWER s, ` %swADJACENT AND ELECTRICAL U11LI1Y HOOK-UPS 80-__ WALK _-A-C. PAV1N0 1 r' � �� I PROPERTY � ARE TO REMAIN IN PLACE AT EXIS•f1NG LOCATIONS ON SITE AND AT BUILDING - UTILITIES ARE CONNECTED AT PACIFIC R.VISED 7.; O� 0BER 9 �.� I�gAX. SLOPE I HIGHWAY RIGHT--OF---NAI' c � � �g a A,T ACCESS A,IsI.� - I I A A�CFSS Ai LE_ SECTI N pAcIFIC; wf)( 116V, � 'J+' 94.03iJ°, 21 OV 1 4 mic MED �I�IElMI�I II I ijlj�jl�illji i IjIjljl�ijij� ij�jij��i�i�� {�ii�t� ij�j� �j�i�j�(►I�II I � jlj��i��!�j� � iiiiii��j� �j�j�j��i��i� � �j�j��l��j�j� �i�ii��i�ji Iiln�i�in�liiil imliuilunii�nlliii niilml unlml InIIuII nliiuli IUIIIiu�imllni�niilil��niilini uiiinn�iniliiu�iiiilinii��,li�iliin�ii��iini�ii�ilini nnlnii iii�lini�iniluulniilnn�Inu�nnl�il�►��Ilnii�nsiliin�nilliii��nlln�l�ui� PROTECT EXIST. CATCH Y LANDSCAPE SPECIFICATIONS ��( YID AR01 ON TR BASINS WIT1,1 STRAW T -EMPQRAELEOSION -a HALES DURRING CONS 1. Scope: Provide all labor, materials n4uiprnent and 1`6104d serAces F,er�essarj 1-01 icated — the I to furnish and install oil landscaping ind' dr0wingil .or spe(.:fled -;rWing anj ),ainage SuDcontructor's) ore responsible to obtain herein. Landscape %ritroctor is r for fln,,o finish grading /0100 SuDding Departri-iont approval and maintain fQcilities as directed. evocsible 1 4. preparation for trees, shrubs and seeding and plontk% of tree-, st,rrjr)-, x(i popnmp, cot Temporaf ) o(osion sedimentation control facilities shall be con-- seeding. titers around swales (not Ir t),, piocing siltation control f F IPA Rough Grading: Find rough orad" including ll�,e construct;on of befrrF w1h be oy ural or monmode' and shall be maintained in a satisfactory can NEW C.B. NEW C.B. y�/ clition until such time that land clearing and "or construction of established by the General ,ontroctor (1.3 inches finish grode) pairminoet drainog* facilities are completed, operational and then Finish ;fades' finish grc,du will be established by the Londur ape (�o tror-tof returned to original ground conditions. r 6 Of-ovide ono maintain temporary sedimentation collection facilities Site Mairtainence- During all landscape *or*; kW povwnent3, planters and k, to insure sediment laden *oter does not enter the natural drainage buildings clear,, and unstained. Keep work areas in an orderly rwdition. Remove system. Tt-.@" facilities must be in operation prior to clearing all litter and waste material from site. and building construction, and satisfactorily maintained until the TREE GUYS (PAUL BROS. OR EQ.) INSTALI-ED PER potential for furtheron -site erosion has passed. I / /- \ M, MFGR'S SPECS. Warranty. Warrant all plant material after final acceptance for duration of one CROWN AT TOP OF full year. Reploce plant material of same size, condition and kind as spocifled Any straw bale barriers used shall be inspected immediately otter 10 , / / /� L ROOTBALL \PROTECT EXIST. CATCH 2 x 2 x 8' min. STAKES in the plant schedule except replacement-, shall match caliper and/or height so& rolintalfl and at least daily durring prolonged rainfai!. Close 25 BASINS WTH STRAW FINISH GRADE attained by other plants of the original planting. attention shall be paid to the repair of damaged bates, end runs Q BALES DURKING CONST. MULCH -TREE WRAP TO FIRST ona undercutting beneath bales. Necessary repairs to barriers or 00,/ BRANCH 4:� i,-Z v I Z Topsoil: Provide topsoil which is clean, fertial, natural loom obloined from a local rWlacef-rient of toles shall be accomplished promptly. Sediment S well drained source free from debris, roots, ttones, weed seeds, U.- other roots or Ui deposits should be removed after each rainfall. They must be re- grosses, or other foreign matter. id lit 0 move-i when the level of the deposit reaches approximatly -- one-holt the height of the barrier. INSTALL STD. SILT LAA FENCING DURINGC4 Mulching: Mulch shrub and groundcover planting beds with 2 inch layer (minimum) SITE AND BUILDING 6 'r of medium bark mulch within two days after planting. Apply mulch evenly with a: EROSION CONTROL PLAN EXCAVATION WORK V_ F_II clean and consistent ed es. 644- LS SCALE: 1* -30* -0 g Maintainence: Provide complete and appropriate maint3inence of all planting areas I COMPA( TED SOIL MIX for a period of sixty (60) days after planting or until final acceptance by General CC f It 1- 0 ID Contractor whichever is !onger. W % 2xROOTBALL DIAMETER T TREE PLANTING D TL. Z SP SCALE: 1/2" 1 0' _j lAi :5 C-400 to 3 - EXIST.) AGER PALMATUM NEW) E)aST.) 1 EXIST.) / ��\ SiNSURST LOCUST SUNBURST LOCUST 2, SUNBURST LOCUST 8' SUCKER GROW7H) 'RED LEAF' (4") (1 1/2" CAL) 3 EXIST.) l''.-IODUCIENDRON \ �\ \ '�"� k21 N, EXISTING SMALL SHRUBBERY TO REMAI NEW) \ _ NORWAY MAPLE EXISTING SMALL (1 1/2" CAL) --------- SHRUBBERY TO REMAIN NEW) _ (v�0 LUKEN LAUREL C ( I - NEI AUSTRIA INE ADD TO EXISTING PLANT-- ING AT NEW) AREAS LARGER OPEN SUNBURST LOCUST (1 1/2" CAL) GROUND COVER ( 16 -- NEW) BAR HARBOR JUNIPER (48" o/c E.W.) GROUND COVER (30 - NEW) BAR HARBOR JUNIPER 2 NEW (48" o/c E.W.) 'A ,GROUND VINCA MINOR QOVER AUSTRIAN PINE AN EXISTING BICYCLE PARKING (24" o/c E.W ) (5- 6,) SIG . . N 14 NEW) -7 �LEX CRENAT% -GAL) REMOVE (2 1IW_ EXIS'r.) MUGO PINE SUNBURST LOCUS' (5'.._6') (4") NEW) CRENA f (2--GAL) 2 EXIST.) 1XI ly, RHODODENDRON LOT (4- ' LOT UGHT GROUND COVER ON POLEN E LAVA ROCK A0 UK K% LAUREL ADDITIiON GROUND COVER (15" 18") LAVA ROCK 2 NEW) �ORWAY MAPLE (1 1/2" CAL) 1 - EXIST.) IN 1 EXIST.) MUGHO PINE GROUND COVER MU(4.GO 15P.) E 0 (4' 5'1 \e1NCA MINOR 2 NEW) (24" o/c E.W.) GROUND COVER '.ONBURST LOCUST VINCA MINOR (1 1/2" CAL) ca (24" o,'c E.W.) _ T TRANSPLANT (3)--- EXIST. RHODODENDRONS FROM ADDITION AREA ADDITION (24" - 40") EX!971NG RESTAURANT BUILDINGI - EXIST.) TRELLISED GARDEN MUCO PINE AREA TO BE PLANTED By (7± NEW) OWNER ARBROVITAE (5') AS NEET)ED TO F1LL-1!. ' "RE EXISTING ARBORBVITAE MISSING AND FORM HEDGE - 12' - 18' HIGH SIGHT OBSCURING TO REMAIN - PRUNE AND CONTINUOUS HEDGE CULTIVATE - ADD TYP. BARK MULCH 7 EXISTING CHAIN-IJNK FENCE. AND GATE NF 6" NORWAY MA SIGHT OBSCURING SLATS TO BE INSTALLED ( 13 W ARBROVITA[ IST) CLEAN-UP EXISTING PLANT! cP ANDSCAPE PLAN NG AREAEDWEEDS, ETC.NORTH %LSCALE: 1' 10' 0" -PROVIDE NEW BARK MULM "ST. W-21" POPLAR PACIFIC "V,.V. • IN R.O.W. BUP 94-0,30.5 4 OF 21 tCAdF"'ILPAED 11111 1111iijill III I IM11111111V IIIIIIIIIII I I IIIIIII�IIII!IIIIIIIIII�IIIIIIIII IIIII�IIIIIII lllllll�lllll 11- it 14 1 17 A V �.. 7 s.. EXIST Lp BG 19'-• ADDITION M-115" s .. pfp y e: 32" SQ. PIER w/ (4)- -�F- 2 T6 05 VERTS 1 ON ? 9!"ti /'► _ < �J WV FOOTING CENTERED ON ILy - • x PIER w/ #4 AT 12" O/c to 11 t7 n I tEA. WAY 3" CLR BOTT. TYP. L ,_f -- SIMPSON (SS IB2O) ANCHOR - _ BOLT (DETAIL G/1) r� U. I Z •• _g 5' -8' 26' S'-11' 26• 522..d ,�._2 �2.. LL 6 I 5 I !- — 1 1 I m 1 A 0 A _ I I I I I + - o = Imo O t = I I RECESS FOUNDATION I I NI m �®W I ATV L - -- _ - -- -- - - - _ - _ _ _ - oD�c-= _ d C.J. �� - - - -- �� - 36" WIDE x 8" DEEP I Q 1-W _ - t - ----__ -- - - _ -.- - I FOOTING w/ #4 BAR __ 0 I •--- � _ ._ _ _ - I - - - ___ ' �- -- - - - _ - - _ - -- -- -- - - ' - - - - - �_ - - _ - � - - ' -- TYP. 4' CONC. SLAB w/ - -i -- - -- -- - - - - --. .- - - - - -- - - -- - --- AT 12" o/c EA. WAY 12 6x6'- wl.4 x wl.4 W. F. ti I s= 8'-3" U c� t� c� 4 3" CLR. BOTTOM r AT 1 1/2 CLR. OF TOP 9" TYP. \ OVER 6" MIN COMPACTED I 26" t S1MP'SON 'FIPAHD22"-�- _ - TYP• (s)- � \ GRANULAR FILL - PLACE �____ A� 'I SiM. F' HOLDOWN ANCHPLACES V CONTROL JOINTS AT 25 FEET UNE OF EXIST. CONCRETE -- OR I _ / —� I (DETAIL F/1) B ( -_ E r -( -! I OTHERWISE MAX. F NOT SHOWN r E I L_ : - I I C.J. I . - -. - / / i �-f ' - ' /' - f-T , -l--j -r�r / / H = •a I I /' ~/ "/ / / 'i " / 9'-10 1 2" / i 1^'-10 3 4"/ / 13'-3 1 2 i ) { G Z 1 16-9 3/4 12-10 3 4 / 12-1L 3 4 / L - -� - 1 � O I 2)-5 8"0 x 12" I SIMPSON "SSTB 8' I AL ;� C I oma ( I I ANCHOR BOLT (DETAIL H/1) I 1 i I 6 e� a O / ,DRILLED ANCHOR r ' EXISTING 4 CONC. FLOOR / / 111 9/16" I I "� ` i ! / SLA QN GRADEl / / / / /4T MIN. BE M NT .. 7'-10V8"- - h I { b F- oxv) TYPICAL EXTERIOR WALL __ / / Q I I I - —�_ .. // // /,� - 5/8 0 A.B. AT 16 o/c io �D A STUCCO ON SELF FURRING LATH ON 1/2 , / / / / // / / NTO EXIST• �C10�N�. SIMPSON 'HPAkg22' < / �I T .. / i / BET1NfEN HOEDOWNS I PWD. SHEATHING ON 2x6 STUDS A 16 o/c / / / r6 Be I I / / / / / HOLDOWN ANCHOR / BATT. INSUL. 5/8" GWB / - - `° UNE OF EXIST. _ Y / / / / // I (DETAIL F/1) 5 I I -DIM. POINT I 2x4 P.T. PLATE w 5/8'0 x ,Q I - / / � I CONCRETE �-__--_ � / , {/x EXIST. FOUNTAION A.B.'a AT 48 o/c / I3'-0" x 24" x 12" _..--- A IYP. 4' CONC. SLAB w/ 6x6/W1.4xW1.4 4 1/4" I UNREINFORCED FOOTING I ( _ i 1 j FACE EXIST. I ( / I i /J WWF PLACED 1 1/2' CLR. OF TOP _ --_ - -•-_-- 24' � x 18" WIDE / r 1 � • ' -- - N L- - - - - - -- -� I I -� •' 2" SAND AW CUT EXIST. SLAB/ OR 'O = 1 11 , ol -- 2'-0" x 2'-0" x 12" \` - - - -- C•J'_ A /'UNAEAFOOCtO �0611NGp 24 9U m �� \ D • , ' D . I I = I / /WCUT AND gEMO i I- - I ---;I --- n I I o XI''TiNG SLAB / -I I L=I II 00 • I I t 7 1 1 �� I---' Q P CU -4 Ii 4 D 4 L• cr -- -4 - — 'I 8 11-=, ,L=. , .5 I I r 11 I� o / -- I I I I `� Y _ I 0 o EXIST. BRICK / CMU WALL I Z L cJ .908 o " - VA{'OR BARRIER � \ \ L a 0o J ( I I I � 3 _ 1 1 RIGGD FOAM INSUL. \ `� 000 000 / °D 1 _ I - 4' MIN. COMPACTED GRAN- I I I- _ Q , p �. ------- - — - _... _. -_ 4• p ' . �.-r f]� III- ULAR FILL -rI I (? � �, I cD t7 `+rte �\. o ---(3) #'4 REBAR CONT. HORIZ. :I ` I� \ - �_ - LI• PREFORMED KEY r-III; ��\1 \ \ 04 REBAR x o 24' o/c \\ / Z� J I I I I 6 it 8.0 N�o 6 --- - \ - —. 1(0 AT SIM1 l ( I i _ _ I I---- 24-0 0 I .. k 2'-0" x 2'-0" x 12" I I •�� UNREINFORCED FOOTING I I I PERIMETER r UNDA ON rA"'\ TYP. I ERIMETER FOUNDATIONTYF. PERIMETER 0 TI 0 r- • 1 SCALE: 1 1 2= V - 0' - 1 SCALE: 1 1/2'- 1 - 0 / C.J. iv. CONT. 14 BAR I EXIST. CONC. FOOTING A f � - -- SIMPSON ABU44�HANGER EXIST CONC. SLAB -- UNREINFORCED x RC x 12" w/ 5/8"0 x 10' A.B. / ' UNREINFORCED FOOT1IdG SEE FRAMING DETAILS - -- --- P.T. 2x6 - -- ---- --_ — \\\ �� P.T. 2xs J i I STUCCO a G 116x, I II I _STUCCO T / 1 °a 3-0 L 4#-SI °Q - SINGLE LAYER R OF REBAR -- - -- -r - cip - AT CENTER OF WALL - 1 #4 AT 32" o/c 16 x 16" CIU PIER I GROUT FULL �. / SIMPSON 'HP/:iG22' VERT AND HORIZ. I \ �� _ / HO'_DO. ANCHOR - w 1 u SIMPSOM HDSA HOEDOWN ANCHOR-- II I i I � ' D0W1 x 24'• 1 HOOP )''i ll - II= w/ (2)-3/4"0 M.B.'s THRU MIN. SIMPSON HDSA HOLCOWN ANCHOR I 8" 'o ID �, c 0 r Ci1LtL MILL �2' b •• '�' .v - % w/ (3) 7/8 M.B.'s THRU MIN. +I AT 12' o/c w/ - I�rU TWO 2x STUDS / 1 ATC✓S O)�DAT17N (3)- AT TOP 3 1 _ to MATCH VERT. REJNF o DowF1 x 24" T rE %� FOOTING - __ TWO 2x(OR 6x6)STUDS r - - N.PFRNATE EVERY OTHER _ N �j LEG AT FOOTING (4} �i VERT -.-- �.� �~ 1 TO MATCH VERT. FENF N a (� BARS OBIT. � 2 BARS CONT. SCALE: 1' 1' - 0' - - - - -- - --F.=�--- � _ --- --� ._1 _ ---- -------- ,� ( � ,� AT r CIA OF 9oTT.. AT 3' CLR. c)F BOTi�\ '1 _1�,,- - < L _ 77:7 T --- _0'-_ 1 z" _ - • 1_ 4.. 22.. SIMPSON HPAHG22 HOLDOWN •___ _. I 1 I I� �� I___ - I I- __I d TO a r .- _ DOUBLE w2x(STUDS 6 I v ° d - -- - _---- t6'-6" ADDITION +' � I ��_.-� � 1- ' I � � � � � � •- OI� � `• 2 1 18 �� 2 1/1S _ I— a =— I KFP �.. I �r _ a a 4 _ (� m, FOUNDATION PLAN NORTH f ` � SEE NOTES DETAIL A/1 o i v � _ Q• SCALE: /4" f-- - �, • � -�- � I` ~� 1 ~ I� �' I I-- -� I r ._yam__ ..O �� _ , ° -- -- b �� s SIMPSON SSTB20 < r Gt p R BOLT OR �p a J ANCHOR , v I < SIMPSON SST928 ANCHOR r II EQUAL FOOTING AT I _ -- F d _ BOLT OR EQUAL PILASTER v !__._ (THICKEN FOOTING TO s 3 . ,�„ . ,..-- � 26" AT ANCHOR BOLTS) _--_- -- --- - - -- ^--�.-_ fes., ..._- v TYP_ FOOTING UNE -` 6~ _ _ PIR DNC, F HD22" HOLDOWN G " 5A" HOLDO rH "HDSA" HOLD SCAM 1' m 1' - a. SCALE: 1" • 1' -- O" 1 SCALE. 1" - 1' - 0' 1 SCALE: 1" = 1' - 0' 1 SCALE: 1" - 1' - 0" PACIFIC HVlr 11619 oup 94-ow., 5Of21 Ar N V 3 I jLMED � Fl I;IIIjI� Ijlllll IIIjIjIlljijl I II►IIIIIIIIII � IIIIIII�IIIII ijljllllljlll I lllIIIII!jl�l Ijljljilljlll I IIIIijllljljl I ijl !i!IIIIIII�IIIIIjIlljljlll I IIIIIIIIIjIIi IIIjIjllljlll INC" MAO[III CHINA Illllllin;llllll IIIIIIIIIIIIIIIIIII!III!111111 IIIIIiIII (llllnll IIIIIIIII t11111111I11tiIIn1IIIIIIIInIIIIIIlI11111IIIIIII Illlllllllllli!IIIIIIIIIIIIII�lllllllllllllllllllllil!IIIIIIIIIIIIII In1�IIlII�1nII11��1�u111+—�Iillilllullln�lIIIII11I11lIlIIInIInIII1nIl�n111111►�I�I .., $e ,,r..:.�f.'. ,` ..,. .;.t. , `.•: r:.':'yRor,�. C,�h'b`�4�'r... . , F' �;.'� T... ..;M"' _.�u: M... �, i.'.t`.. - a Y,:. , - - ina.-• _, «�. q . ••^ _� n. � :. �� '.�, h n y. �,,' ••P,, 1 :. '' � :' r• / •'i� 1�. . '.`�� + .,l,yf .. .r�y♦: .'DMf wn,@M. . -M /' ..- .. ♦ ti z.ai' ?' Y k';...�+'Lf� -�. ' . - . .,. +,�..�,r '�Mrfk ;b' ��; � ,:1 �' ': � �`� II; `�!.. •.� b_ vt ! a i�'-e• v U fit/ , s �e' a" ExlsT . t _ BLDG. I 24 _ 9 6Av y � � �p 3 a 1k - ,a- T, - t:T s'-e" ADDITION Y•-a" ?. '-T -- - -__----?'- _ :_ _..._ __. �• 5" ----___ —_ - - ---- 21 _�� _-. _ '� - y - 10" _ a•• - - _ - 4•-0" ------ I I T I Y4 - V STN �law4- _ __ - --- s'-3111 __4 4.. 4'k �-9113 4'4 i�. •4'XI .. 4k1• - - - 4- - 1311 _ �._a� -4 1 OrILI I 1� K N 1Q" H I . G I 5: H - .. . _ D> 04- f _ D - 11 0 _ � I 1, _ _____. -- - -1 - - - ---- - - - -- - , 7C2 - - _- -- -- - -- -- --- -._.-----�- - ------- _--_ _ _ 4 �z v o ` = I e I -I s i I O� B N A FI D I l e I I w (iy r sTucco ' I n II ^-� - O I I O [ �v►. /` ►-I 1br1 i uw o HEAD I SILL I I I I _ I I I I I = I I I I I I .>I�"._- _418 Lu 0�L I b I i I I I 1 �� - I I I I I I I I 1 1 I i I i w 0 �, K 4" I Q 1 FA r a l Ex' I I L _ .- J- - II I I 1 k I I _ -I_ L I I I I N N < �T ► -- -- -- —I— n_x�' = - Y ='r-- - - l-- -- _ ! _ I K r~ _ iTqE b - - _ -_ -- - - - - - - - -- - - - �- - - -- - - - -- -- -- - - - - - - - - �D - +E _ xd 4x8 I 64 - - 6x6 L ~ - -- MT I ,'POST 6x6 _ _._ 4x8 _- SHEAR WALL ! Al POST LL' POST BOOTHS , POST \ EXIST. POST w 10 I I! I,� - I I [i WRAP STUCCO /�ARCHFV _ = BY OTHERS -`` - _ _ \ STONE - ._� I i C K �� W 10 • t C ) >* r I ! i )- HEAD I I VENEER t I _ 10 rl -• -- ` I '1 BACK iT � REMOVE EXISTING WALL ._---=' t fj r I II 1 I Ii r j ABOVE I POSTS, AND HEADERS 11,14 N , .. I PAI Cu-�Kr I 4 � 4 .f-•0N I II I I i I I r 3'-10" — �Q'-t0' --- --- - -- -T -10�3- -- - --.-_ - 6'-4"- - TO BOTTOM OF TRIJSSE; ��T t;M,r. I I 'I^ I ' � Z 4 BOOTHS I I I /- �« ' i -- - - -- _ n O J I I LJ _ BY OTHERS S _>~-.___- I I I I I--- - __--._----_. -- --- 1 ---- ---.----- 102 3 ,.� ___ — 0 � .� , f-_ r• �- - -- -- -� -- - — -- - -_ - - - - I DI _ 1 o c'' III I ' -- • .I' cQ a I { I I �• ( \1 I I -I I I I I I I I I I 4 a ^� A ZAD I�.i I ( i- -- -T- - -T r- - y- - -r- - -� r- - -N- _ I o 1 I �4 ' I C40 0 N I N fH ♦ �� F I II BAR ! L _ _J 11 I L _ J q 1 I I ' ► 0 I I BY DINERS '^ I L _ _- J L _ � _ .L _ J l_ -- -.�-- A�y C / I i ETd'S'T. � / ! I II I I I - HOSTESS 1 (w- m!/ I I>►I I I I 1(3)- 2x6 - - _ t D U L_ E �• i'klLlNG WALL. 11 (EAST) WALL #2 (SOUP}; WALL 03 (WEST) WALL h (NORTH) � � � _._ ) _) D 0 R H r ) �k �- F RAM ARDWAk _ . __. .,._..,_ GROUP REMARK .- -� - SIZE TYPE MATERIAL FINISH MATERIAL FINISH N AME 1 6'-0"x 6'-8"x 1 3/4"(P.VR) A WOOD PANEL STAIN 8c VARNISH ( Hf3110W ME CAL PAINT SGE f1 0 �• . . i REMARKS Fi'-0"x 6'-8"x 1 3 4" PAIR A _� 1 / ( ) WOOO PANEL STAIN h VARNISH HOLLOW METAL PAINT SGE #2 1p 3 3'-0"x 8'-8"x 1 3/4" , R WOOD PANEL STAIN dr VARNISH HOLLOW METAL PAINT SGE #3 CD Q (3) 10'-0" - -- 4 3'-0"x 6'-8"x 1 3/4" C HOLLOW METAL PAINT SGE HOLLOW METAL PAINT SGE 3 1 0 ,3Q 3/4-- HOUR RATED �l y�5T�E3�LE MAT R 4" ACT -`--- PAINT STUC PAINT STUC PAINT STUC FF 8.-3" STUC PAINT - _ 5 3'-0 x 6-8 x 1 3/4 p SOLID CORE BIRCH IP ISTAIN 8t LACQUER HOU.OW METAL. PAINT SGE___ � (2J � � c _ _ __ _. .----__-- _ _____ _- -- --- -__ _ f A �4 01 ' HOSTESS/CASHIER CASHIER �Rp"� R 4" ACT FF e._ STUC PAINT STUC PAINT STUC PAINT STUC PAINT 6 3'-0"x 6'-8"x 1 3/4" p SOUD CORE BIRCH STAIN dC LACQUER HOLLOW METAL. PAINT SGE - '- __._ __ _-- _ --_-•_-- _ _ X14 p.^0" _____ STONE E UNFIN -�---_ STUC NORTH 4 142 DINING CARP R 4" ACT FF _ Gwe PAINT --- _� ___-__ GWB PAINT - PAINT iilZn SOUTH C7) 3'-0"x 4'-0"x 1 3/8"(PAIR) E HARDWOOD CAFE' STAIN & LACQUER HOLLOW METAL PAINT SGE #6 8-3 GING PAINT _GWB _ --__ 103 DINING CARP R 4" ` ACT FF 9'-0" -�- STONE 1� UNFIN - - - _ STUC___ PAINT 3y $ 3'-O"x 4'-0"x r 3/8"(PAIR) E HARDWOOD CAFE' STArN & LACQUER HOLLOW METAL PAINT SGE - GWB PAINT GNB PAINT GWB PAINT GVYe -- ---------------- —_- _----.- -_ ----- __.---- - -______.-. _ __� _ .-. _____ --- 2'-8"x 6'-8"x 1 3/4" EXIST SOUD CORE PAINT SGE HOLLOW METAL PAINT SGE EXIST t04 DiNING CARP R 4" ACT FIF 9�-0" STUC PAINT STUC PAINT STUC WEST •. „ 1 PAINT BRICK (E) PAINT WALL DESIGNATION KEY / WOOD PAINT SGE EXIST VARIES 10 2 -a x 6'-8 x 1 3 8 EXIST HOLLOW CORE PAINT SGE 1051 DINING CARP —_ _ ._. R 4" ACT FIF 8--3;, GWB PAINT GWB PAINT GWB PAINT STUC PAINT 11 3'-0"x 6'-d"x 1 3/4" EXIST HOLLOW METAL PAINT SGE HOLLOW METAL PAINT SGE - EXiST` t` Z Q t- _- _ -- ----- _ --- - - - - - ----- _ __---- - ----______ ----- - -- -- - ---- -- - ---- _ ----- - - -_ _ 106 i DINING CARP '• •• GWB PAINT GWB PAINT GWB PAINT 12 3'-6''x 6'-8"x 1 3/4" EXIST HOLLOW METAL _I PAINT SCE HOLLOW METAL PAINT SGE EXIST m W C!P- R 4 ACT FF 9 -0 STUI. PAINT ,• W C► Q 13 3-6 x W-01% 1 3/4 �Xl HOLLOW METAL PAINT SGE HOLLOW METAL PAINT :;(3E EXIST ac r- r 1�7 LOW aE CARP R `" ACT VARIES STUC I PAINT GWH PAINT STUC PAINT GWB PAINT - - _-_ __- __ z �O 108 HAU CARP 6A CL _ _ _ R 4 CT FF 90-091GWB PAINT GWB PAINT GWB PAINT GWB PAINT SIX PANEL WOOD �r---- HOLLOW METAL �- FLUSH WOOD ZIr- ----- -- co 109 iuiEN'S RESTROOiNI SV R 6" ACT - FF Ir--0' - GWB PAINT GWB PAINT GWB (E)y PAINT GWB PAINT I EPDXY PAINT _ z i TEMPE ED GLASS HUU_OW METAL VENEER w/ LOUVERED JB REDAHARDwOOG w I WITH ONE a FRAME HOU. W METAL LL CFE j LITE PER DOOR 1 FRAME - DOORS p � 110 WOMEN'S RESTRM. R 6" ACT FF g'-0"-- -�yyB PAINT GWB PAINT GWB (E) PAINT I-� PAINT EPDXY PAINT __ I _ AT STRIKE SIDE _ I W ' GWB E -=—A - I { WB PREP CT (E) + QT (E) �- GW8 E PAINT 9'-5" �`WB PAINT GWB PAINT GWB PAINT GWB PAINT r i ~ =Oa I �� 11 A 0<N 11 Z KITCHEN I QT (E) QT (E) ! GWB (E) PAINT 9'-5" GWB- - PAINT GWB (E)- PAINT GWB (E) PAINT GWB (E) PAINT � I .0 SZ n . ---�---- awe (E� ---- - -- - -- — ---- ---- --- ----------- -- A B G D E W �Qv� 113 STr.�RAGE 4T (E) QT (E) ' GWB (E) PAINT 9'-5" GWB (E) PAINT- GWB (E) PAINT GWB (E) PAINT --- --- --- _ _-- - DOOR TYhE;� Y 3 NCO ati r�IL 1 ,4 TOILET QT (E) QT (E) G N (E) PAINT 9'-5" GWB (E) PAINT GWB (E) PAINT GWB (E) PAINT GWB (E) PAINT EPDXY PAINT DOOR NOTES: 115 ' UTILITY QT (E) QT (E) Gwe (E) PAINT 9'-5" CMU (E) PAINT CMU (E) PAINT CMU (E) I PAINT CMU (E) PAINT -"- p1 EXIT DOORS SHALL BE UPENABLE �� PROVIDE SELF CLOSING DEVICE FROM THE INSIDE WITi-IOUT ANY - SEE HARDWARE SCHEDULE L ' SPECIAL KNOWLEDCE OR EFFORT DOOR H A Fv, D IJV A R E SCHEDULE a. 114 WALK—IN COOLER QT (E) QT (E) W FF W FF W FF - W v-- -FF-- - W - FFPROVIDE IN COMPLIANCE w/ U.B.C. SECT. WEATHERSTRIPPING AND FULL _ _- --- -- 3304. PROVIDE "1HIS DOOR 1'0 SEE HARDWARE SCHEDULE �- - - DIVSION EIGHT - DOORS AND WINDOWS S)ecifica;lons continued from sheet 1) 15 TRASH ROOM CONC (E) j PWD (E) PAINT VARIES CMU (E) I PAiNT CMU (E) PAINT CMU (E) PAINT CMU (E) PAINT (, REMAIN UNLOCKED DUR"NG BUSINESS 1 . ___-- rt -----1--- - --� ------ �F!>c�•,- , I l ' 1 D ) HOURS" SIGN AT DOORS 1 S 4 e = G art I �"i los s i A►'��.�.. -- ------ --- �--- -- -- -- �`' D. Door hardware Valls within Z feet of the front and miles of urinals and water closets shall have a smooth, hard nonabsorbent surface of portland All hardware shall be factr�ry guaranteed, free from defects in cement, concrete, ceramic tile or other smooth, hard nombsorbent �_. surface to a height of 4 feet, AU except for structural elements, workmanship and material for a period of one year after acceptance of the building. The types listed are to be used as a FI P,I ' SH ABBREVIATIONS LE 'V E N D � guide for quality and operation, and not as a complete list. W I N E� C W C H E D �._.J L_ E The detailing of the hardware requirements shall be the re- sponsiblity of the sipplier. Verify keying requirements with ACT - SUSPENDED ACOUSTICAL TILE E the Owner. ( MAT - "WALK-OFF" ENTRY FLOOR MATTING STUC - STUCCO CEMENT PLASTER IN A "'r'-BAR GRID BiOCM( 1`) - EXISTING PAINTEED BRICK PAINT - PAINT PER SPECIFICATIONS SV - SHEET VINYL FLOORING i -- �--- -- - ` _ E. H,irdware sch-duly. •� A A M 3nufacturers: CARP - CARPET PWD (E) - EXISiiNG PAINTED PLYWOOD UNF1N - UNFINISHED item Symbol N-.iufacturer (E) EXLSIIN;, PAINTED CONCRETE MASONRY QT E EXISTING 6"x 6" RED QUARRY TiLE FLOOR ASE W - -- _ — = --- _ --- ..-_ . .___ ---- - _ __— �1 butts S STANLEY C ( } PRE-FINISHED WALK-IN COOLER BOX C141 �I oaks & latches ST SCHLAGE OT E - EXISTING 6"x 6" RED QUARRY TILE FLOOR BASE 5GB SEMI q�vs6 �sN,AM�L A B C C kickplates 1 IVES CONIC (E) - EX+"TING UNFINISHED CONCRETE ( ) / (I FF - FACTORY PRE FNlSHED R 4" - RUPBERt BASE Al K N stops & holders I IVES ( o g threshnit!; RE RcESE GW9 (E) - EX!ST1NG PAINTED GYPSUM WAU_ BOARD R 6" - 6" RUBBER BASE SEAL TOP AND BOTTOM EDGES WITH MASTIC I I_ weatherstrip RE REESL ----'�------ - closers R RIXON V Alin GW$ - GYPSUM WALL PO AQD STONE (E) - EXISTING STONE VENEER •- •• e i t I F pa nic edevice R RUSSWIN *----6, 3.:A- 5'-3 1/2"--- - 4'-1.1 1 2 5#-100' Al -- �c- -./-- - F I N A AlHW GROUP 1 Doors 1 I S H S P E C I F I C A T I O N S I DU OB �C � # — ST 3 pair butts FBB179 1279 4 1/2 x 4 1/2 613 RX 2 closers P2000E SA I NINE - F'INISHE i 2 pulls 8102-8 613 n A. Floor finishes. NEW BRONZE ANODIZED i 2 push plates 8200 - 3x12 613 9. Exterior soffits to be 5/8" water resistant gypsum soffit - - - -�-- R NAIL-ON FLANGE WINDOW i 2 kickplates 8400 - 6x32 613 u � 1. Carpet (CARP.) - provide an allowance of $18.00 per sq. board. All soffit board to be textured and pointed per above. - N G N E SASHES TYP. WITH !NSULATED, S 1 deadbolt lock B-160N 613 yd. for carpet installed (All labor and materials). r- _ _ __ CLEAR GLASS (REUSE (7)- 1 flush bolt C. Stucco (STUC) to be painted thus: EXISTING f'..nSS UNITS IN NEW 2. Shee`, vinyl (SV) to be Armstrong "Seagate" or approved equal. - - 1 dustproof strike 3. Existing red 6"x 6" Quarry the (DT) shall be filled-in 1. Interior stucco to be painted with the following or- approved "' 8 DOOR #1 D SASH AT WINDOW TYPE "B") 1 astngal ae� with new tAe and base which matches existin ti!e color equal: BELOW PROVIDE WOOD "SNAP-IN" 1 coordinator as closely as practical at new areas and walls in kitchen 1st coat - Sherwin-Williams Wall and Wood primer, 649W2 fi _�'�"___._ DIVIDED UTE GRIDS AS SHOWN RE 1 threshold S205 DUR 2nd coat - Sherwin Pro-Mar Alk d E She! Enamel, B33 OR APPROVED EQUAL RE i apt weatherstrip DS 70 areas. Cracked or broken floor and base tiles in existing y g- I 4 si;pncers 20 GREY floors are to be replaced and re-grouted. Repair all mis- sing or broken grout joints. 2. Exterior stucco on vertical and underside surfaces is to he 3'-8 _11/2" � painted with the following or approved equal: HW GROUP # 2 Moors # 2 B. Gypsum wall board Two coats - Sherwin-Williams flat Late;, House and Trim A6 ci ST 3 pair butts F88179 279 4 1/2 x 4 1 /2 613 V 2 1. Gypsum wall board shall be 5/8" at all walls and ceilings, � J RX 2 closers P2000E SA Board to be tapered edge and paper faced and backed, com- 3. Exterior stucco on horizontal sloped surfaces is to be lying w/ ASTM C--36, painted with the following or approved equal: - 5ELD VERIFY ALL DIMINSIONS BEFORE FABRICATION I 2 pulls 8102-8 613 Two coats - Sherwin--Williams Elastomeric Coatinq A5W100 I 2 push plates 8200 -- 3x12 613 2. Wall board to be attached to framing in r"-cordance with I 2 kickplates 8400 -- 30X6 613 nailing schedule - see Division Six. D. Existing Concrete Masonry Unit (CMU) and Face Brick (BRICK) is - I 4 silencers 20 GREY ` to be painted thus: a 3. Comer and end beads shall be galvanized steel, small nose PLUMBING F I X TU R E SCHEDULE o � HW GROUP # 3 Doors # 3 & 4 type, I" `longe each, side. Supply for ail exposed corners 1, Interior CMU and BRICK to be painted with the following ST 1 1/2 pr. butts FBB179 1279 4 1/2 x 4 1/2 613 '� ortid un--trimmed ends. or approved equal: FLOOR PLAN DESCRIPTION MNUNFACTURER AND MODEL R 1 panic device 372 x 3K DBL One coat - Sherwin-Williams Pro--Mar Alk E Shel Enarnel, 833 SYMBOL RX 1 closer P2000E SA ' 4. Joint cement, reinforcing tape and texturing material shall � g AMERICAN STANDARD "OVAL HORIZON' SELF RIMMING LAVATORY ENAMELED CAST IRON 20' x 17" WITH RE 1 shoe DB 178 DUR 513 6�1 be as recommended by manufacturer for intended purposes. 2. Exterior CMU and BRICK is to be painted with the following or - MOEN "CHA1Ep,u" CHROME LEVER RE 1 threshold S205 DUR 5. Water resistant board shall be used at all restroom walls approved equal: SME w/ POP-UP I 1 lockguard 148 FP 613 and behind all sinks and at exterior soffits. One coat - Sherwin-Williams plat Latex House and Trim A6 AMERICAN STANDARD "WASHBROOK" TOP RE 1 set weatherstrip DS 70 1 6. E. Exterior wood trim, rafter tails, and trellis joist and bearris ij URINAL - ---------------- SPUD, VITEROUS CHINA WITH "ROYAL" ""��" Wall board surfaces to be prepared for finishing in 1 FLUSH VALVE HW GROUP # 4 Doors I� � & 6 accordance with the latest edition of the GyVsum Assoc. are to be painted with two coats Sherwin-Williams Exterior "Recommended Specifications for the Application of Latex Solid Color Stain. ST 1 1/2 pr. butts FBB179 1279 4 1/2 x 4 1 /2 613 AMERICAN STANDARD CADET" #3088.010 8102-8 Gypsum Bcard", Section 1$. 18" HIGH VITREOUS CHINA BAWL WITH 1 1 pull 613 F. Sheetmetal flashings, downspouts, gutters and copings exposed WA7ERCLOSET ACCESSABLE)------- SLOAN "ROYAL" FLUSH VALVE AND I 1 push plate 8200 - 3x12 613 7. Wolf board walla which do not receive a stucco finish in to view (outside of parapets) to be receive one coat Metal ( OLSONIIE SEAT - WRITE w/o COVER I 2 kickplates 8400 30X12 BROWN rooms # 100 thru 107 are to receive n hen, i "knock-down" Primer and one coat enamel to match adjacent wall surface. �_`�--- w/ CONCEALED CHECK AND SELF SUS- TAINING FEATURE RX 1 closer 20001 SA facade texture. New wall boa. d at walla a-id ceilings of l 1 st.:p 407 1/2 S 613 rooms # 108 thru 112 are to receive a heavy spray "orange F. Acoustical ceiling tile (ACT) to be Armstrong "Mlnaboard Cortega" 1 3 ;�tlencers 20 GREY PES teXture• or equal in standard 24" X 48" lay-In suspended grid. 18. Wall board to be painted with the following or approved equal: G. Rubber Base (R4" or R6") shall be Ro a or roved equal 4" HW GROUP # 5 Doors # 7 tk 8 Ift coat - Sherwin-Williams Pro-Mar latex wdl rimer, 82SW400 pP pP q AMERICAN STANDARD "CADET' #3089.018 2 self closing cafe' door hinges 613 P or 8" coved robber base in standard colors to be selected. WATERCLOSET (REGULAR) ------- ELONGATED VITEROUS CHINA BOWL WITH 2nd cant Sherwin-Williams Pro-Mor Alkyd Eg•-Shel Enamel, ;333 �� ,� „ At areas Indicated "pox paint" on finish sche"o, substitute SLOAN ROYAL FLUSH VALVE AND + { H. Exterior glazed accent wile shall be nom. 4" x 4" ceramic OLSONITE SEAT -- WHITE w/o COVER 1 two coots - SherMln-Wq lom+� Tllr-Glod 11 Epoxy, fd62/860V70, filo to be chosen by owner. w/ CONCEALED CHECK AND SELF SUS- 3 TAINING over some primer. FIcATURE PACIFIC Hwy i 18 i 9 _ SLV 94-0305 •a - 7 Of 21 i4OV 3 '0� 11 MIC FILMEM iIIIIII��I III 'II III � I II;I Illlll!�IIIII I Illll , l�lllll 1111111111111gIIIIIII�IIIII lIIIIIIIIIIII I IIIIIII �IIIII I ilillll1►IIII I IIIIIIIIIIIIIII I IIIIIIIIIIIIl III III I1III! Io -' - TV r IHi�;!Illllllhlll UIIIIIIIIII111111111liI{ILII Ilillllll IIIIIIIIIrIIIIIIIII IIIIIIIII IIIIIIIIIIIItllllllltlllllllllllllllllllltl►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIII IIIIIIIII 111111►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111 llllllllllllllllllllllllllll111111 A_N 6' r AUDI nON 78'-e" EXIST. BLDG. r1/ 'Ji. 16'._6•' ADDITION 8' ��"28" 28„ wonAwk `A"'111�� T (4)-2x4 POST EA. C T END BEAM I '%�� , � • 5 1/8" x 12" G.L f tea, S C_mwt-u-c '--- F F (2)- 2x4 CRIPPLES ` 77T7 it 1 14 1 3t i EA. SIDE 0 e I (3) � 5/8' COX PWD. LAID w/ FACE PERP. Il TO TRUSSES, BUTT JOINTS STAGG. M �- BELO NAIL w/ 10d AT 4' o/c BOUNDARY 6 -j\j EDG17S, 10d AT 6" o/c AT OTHER (4)-2x4 POST EA. � SUPPORTED EDGES k 10d AT 12' o/c LF B END BEAM �. AT INTERMEDIATE SUPPORTS Q Luo N \� 0 n \ \ i3) 2x6 �� ,(3) 2x6 (3) 2x6 -- (3) 2x6 (3) 2x6' (3) 2x6 _ ' (3) 2x6 (3} 2x6 (3) 2x6 _ ( ',►iE HQ `vVAI 1. Q W CD w - - 5T AT .. VHF - S a Q9�k� w GDS N ; w� (-� — W ,IQI _._ ;.� -- �IEAfl BALL w/ 1/2 w fovA Q V _-�' - N I / NWS 1TG. BOTH SIDES - z Y o qS 4x8 POST w a/c AT PANEL EDGES < 6x6 POST w, OST It _ 4x6 rIDR. I W n �' W 8x6 POST EW 4 - C I SIMPSON M o c F q AND AT 12" o/c AT '� SIMPSON I 4 o�c A'( 2 °� CC5 1/4-4 Ba-OW AT 32 INTERMEDIATE SUPPORTS Z CC5 1 '4-6 _ _ _ _ �- I I _ 0 uj POST _ a0 Q AT 6x6 POST'S I I I I i I `°I (4, x6 6 ie OST CAP TYP. I �' 6x6 POST II ,.(2) CRIPPLES .. .. .. II I l FO 5 8" x 13 1 i I II II I I ST 1 2 G.L S 1 13 1 G. .. \ 5 1 8 x 13 2 G.L / / L 1 8 x 13 1 ' G.L. 5 1/8" x 13 1 2" G L 5 1/8" z 13 1/2" 5 1/8�� x 13 1/2�� G.'_ W W Rip7, I 4x1 77 E IT j 6x6 POST A - - - - w/ ECC5 1/4-6 oA9 >Z O I O17 4x8 I - _ —,� K ."o. O N L =7 POST FRAMING 1 F ,� / 1 O I I41 — _ . A — --� _._. � — _... ELJ=\UTION F � _ 6 IJv �,era 1 4x6 - 4x4 TYPICAL g PWD CRICKET NEW 5/8" PWD A ai a;V Q x ! 1 I I WITI-I 8"0 - FLAT Lx4 BLKG ON e _ dr1a. � I C' ":'" CUPS AT EXIST. '� - - - ----- _ — BB � I — � I 10 1 ROOF VENT'S i ,• / --• __—_-� �-_.Y- - —._- -- - t io o— P ,) EDGE I - }. = I AT 6' o/c to ( = I I TYP. - - r, ® 1 4 FURRIN UNDER FCC AT END OF /�� _ _`1T---J I I PROVIhE 1/2" MIN AI z -- I i G.W.d. ATTIC DRAFTI - -- -- — ~ » 1111 STOP ON i-ACE I — .- - O . � 8 1 x 12 G.l. TRUSS FROM TOP H -� rt CHORD EXTEhJDED I ) ~ ! 1 > I II DOWN TO TOP OF - _— POST x4 (3)- 2x6 I I PARTITION WALL -_- STUDS x � ; E AA I � -, •I � v�l II ; G � , E)QS'nNG /T RUS-J STH 36"' S I T 1RUSSE5 ,� ■ I- � � I A_24�/c ■ ccl N I 1 II II II II II ! I II III 11 I I / �. � _ o _ I 1 If P14 m 0111 PST x4 / Z�f< zis� 6 CJd f I I I I I I NEW PCW Y WALL I S. NEW 5/8" _ � I ABOVE EXIST. — - � MASONRY WALL I % I NEW PONY WALL eg 'NEW PARAPET j I ABOVE EXIST. D - I j AND CR:CKET f MASONRY WALL 'r� 1 -1 t! G A F i � I i FIAT 2x4 BLKG ON "Z" CUPS AT EXIST. I .- PF o�PWL` EDGE ---- - -- — _— • 1 I Mf O aD to —_ ' I _ (4)--2x4 N C POST -t--- ----- - - _ .. �- - � I I I ! I I I NEW SCUPPER THRU L-_ -Lt- JL_ �-1L- - - PARAPET T NEW I --�- -- Lo I I ( // N�4 � ._. _ -------- - -- -- ---------- II B DOWNSPOUT AT REMOVE EXIST. Ems✓' �% EXIriNG LOCATIONS A NEW 5/8" PWD _ _ _ MANSARD (3) PLACES REMOVE TRUSS ENDS - / REPLACE NTH SIMILAR EXISTING ROOF BELOW I I � 4x6 A C - - CRICKET AND rJl7 1 I / rc MATH _ _ - - - - - - --� - - - - a - VENTS -- - I � E i (4)-2x6 -- C a...NORTN FP ROOF FRAMING_ PLAN �, ---- - - — - - ------- -- POST 0 O- � i 677 ft. `----- L} SCALE: 1/4"= 1' 0" 34t-Soo 16'-6" ADDITION 7'-d.. Ai DRAFT STOP ---------- Fl I-� ADDED - - ABOVE \ 5 n REPLACE q ---WITH - 2583sq.ft. 786sq.ft. -- r '--- � REVISED 2't CCT. '994 - ALTERNATE [J ONE-HOUR FATED WAU,/PAPAPET �q.ft. DETAILS KEYED TO FRAMING PLAN -DRAFT STOP ADDED TO REDUCE DRAFT —STOPPED ATTIC AREAS LEW uA(IMUM UNSTOPPED AREA TO PACIFIC HVVr , 11810 `t SCALE' 1" - 20'--0' F AWNGAELEVA�ON 01- SHEAR WALL �FIC H 5 KE•YET) To wrt,Mrw Fw_AN 8 OF 21 NOV 1 4 MIC M ED II� I� IIIIII,;I IIIIIII��IiI� II��I��I�Ii�� IIiItIi�iIIIII ►IIII;I�IIIII II�IiiI�tIII� I IIIIIII�►I�II I IIIIIIIIIIIII IIIIIII�IIIII I IIIIII►�IIIIIII I IIIII�IIIII,� IIIIIII�IIIII IM.CN MAO[0 CMMIA n�llnn�lnn nnliuilli�lllnllnl'llil!u i�nlmi uiilint iinlill',�;,�'�I��Ilnilllllllulllllllnllllnllnlllllu InIIIIIII;lllllnl IIIIIIUIIInIIunInIIIInIlnllllnl�nllllln ulllnu IIIIIInIIIIIiIInIIInIIIIIIInilllnlilnlll�lllullllnl Ilil!nliiil;llnu►ulllnnllul TYPICAL RUBBER ROOF MkNBRANE. ✓ SLOPE 1" TYF'. EXTEND OVER EDGE 2" r TYP. w/ NO PENETRATIONS �A 5 � J STUCCO ONSELF- CK '1()PP SERFACL �! 8 4.. �`� FURRING LATH ON STUCCO ON SELF-- _ 1/2" PWt). SHEATHING -4 ' j r EXIST. MANSARD CRICKET TO HE REMOVED �. FURRING LA IH ON 1 �, '� I r-A-VeB 1, 40# ;` ;,-,;, • A, •, -y: -,p, . 2" PWD- SHEA THCLAY TILE' ON ING TLE ON 40M g- . b A.. - — \ FELT OVER 5/8" L. OVER 5/8.. 14•--A'. I OVIST AT 32" o cx6 hTG JOIST AT 32" 4x6 o 24 !01ST AT 1 zL ' // V r %/ (J� 24" / 1-1 do _. f fl 1 ._ ; o ,- a I — bxlo BEAM 2x6 JOIST A f I I / f ,°/ SIMPi i . 24" o/c I I EXIST. TAPERED TRUSS ! HUCE'.0 HA14GF-R � � �- %+ iT + / A.C.T. IN li } AT f BEAMS I , 1 ' l�_ , I �I I /1 I I / - --- SUSP. T' BAR GRID \\ L • r .' wrr.rr _1 • VT 6x10 BEAM ! 1 cV P. _ I NEW A.C.T. _. ., A cif AV .� n EXIST. BRICK / CEILING � ! 0 5 1/8 x 12". - 1 t_XPOSED BEAM G I q K �6 I G.L. BEAM C a w �I r. ,.� .. B CMU WALL II a, N' -7 1 '4" � II W t I k- Q h F1 rH 109 ,0 c� W-1 c' W tin ?n o ti Im F f 1w rn S1U000 LL � � Co �r .. �, �, � ! �� ? l'o�J x 1 • � fn Q� h F - :>> ?; W, ,. FACE OF EA W m : ' 1 r + c� -6 I FOUNDAP.ON IX ! I rl, r , I °D _ I — --- - — = crH \,�B A O EXIST. SIDEWALK J . A _ - V v 9 f\ -/� Cr O 0 W W AA SECTION BP_. SECTION CC SECTION _ DD SECTION _ TYP. NEW EXTERIOR WALL m � cc 4' 0• 5 SCALE: 1 4 1' U• 5 SCALE: 1/4"= 1' - 0• 5 SCALE: 1/4"- 1' 0• STUCK 'i4 SELF-FURRING LATH �� 5 / - - - - ON 1 2' PWD. SHTG. ON 2x6 STUDS AT 16" o/c wl c; �Z a6 BATT. INSUL. AND G'NB. � J N �H Nomm m C AA_ BB GG GG iO 5 5 5 _DIM._POINT • JIU N g TYPICAL H r RUBBER ROOF MENBRANE. 8 rj CLAY TILE ON 40 A EXTEND OVER EDGE 2" F, TYP. w/ NO PENETRATIONS FELT OVER 5/8" 12 ON TOP S'RFACE PWD. SHTG. ON 4x6 ---- 15.5 - JOIST AT 32' o/c T_ TOP SHTG. l 12 C I B o _ �� 5.5 ►►►-�� - M I A_ + ill + I 1 -- - _-- TOP PLATE % - -- . ..��.-�-- v- � - - ,� t �, >:- .:::._ .. ..•1• ! � j BEAM i I I te) 1 NEW A.C.T. a / ! J I Fr _' ~ ! r _ � � " TYP. SOFFIT • _- Q �\ i rOPEN TEXTURED & PAiNTEDSTUCCO- / A W.R.G.W.B. ON TYP. SOFFIT pOPEN CD 2x6 AT 2.4" o/c TEXTURED b PAINTED I . OF' to 12l�11 ` 18"I 6'-10" tl I G 2 6 G.W.1 ON 2x6 AT 16 0;c10=5 go J _I I 0.,5.8. F rn 1U6 6'--0" HIGH ;105L I`�- ` �i STUCCO ON SELF- `. m 2x4 STUDS j I TYP. CERAMIC ,1'•T ' . - m o FURRING LATH FACE EXIST. i ! AT 16" o/c r TILE ACCENT " ." l 20x�FRAM FRAMING ON 4" FOUNDAT10 j I w/ GWB BOTH CD SIDES i GRAVEL L'� ,� _ F.L. ; I ' I ' I 4"0 PERFORATED I - - - - -; E A DRAIN TILE - - -- TYP. 4' CONCRETE- SECTION SIDEWALK LK EE SECTION FF SECTION GG SECTION 5 SCA.-E: 1/ 4"= - 0• 5 SCALE: 1/4"= 1' 0• 5 SCALE: 1.,"4"= b AA ETH_ -.GG. 5 5 GG- 5 5 - � oa 9'-o" - 9._0.. 6" FACE Or PWD. TYP. TYPICAL r RUBBER ROOF MENBRANE. G EXTEND OVER EDGE 2" i FACE EXIST. z I - TYP. w/ NO PENETRATIONS °O EXIST. MANSARD FOUNDATION Wi F `� ON TOP SERFAGE ' TO BE REMOVED EXIST. MANSARD--'------ -A ANSARD--'- --- 7 � ct<i •r °� A 8 TO BE REMOVED / > > '�E'A PARAPET r 1 En w I - N �� 7 I - CLf Y 71LE ON 40 I ao \ FEL' OVER 5/8" -NEW BLOCKING \, 12 j . _ � PWD. SHTG. ON 4x6 PANEL_ BETWEEN -15.5 `� JOIST AT 32" o/c IF EXIST. TRUSSES � 12 CN I :r 5.5 EXIST. MTL ROOF CEILING TILE IN - cin III �I , ! � EXTEND MTL ROOFING >, / EXIST. TAPERED �o� 4. �� II / � �• TO EXIST. BRICK / CMU ` 1 y SUSP. T' BAR GRID TRUSS II I III ! U'7 WALL AS REQUIRED rt � 1 ; \ x6 HEADER ` rl ma '1 �' STUCCO EXIST. GWB i i �� . ' w � �� _-�_. , �_ � alo ,�� L7 , / g I /`�`\ I .' s i /1 AT NEW J' 0 ac: G FRAMED + w EXIST. 8 M D N - 8' •• r., � �� C.M.U. I11. J �� __. _— _ I 1 )1 OPN'G NEW OPN'G . D HOSTESS,[ b OPEN G IN EXIST. 03. K P �A I _ A I 102 MASONRY Ij 1,2, 111 101 'n, 0', °� '�' 2 100 �� __ EXISTING WALL { STONE VENEER <_ rCo o, io 1a, . STUCCO `' GLAZED 11LE Z� ACCENT +}y I j I -.'! -c i IN STONE ;ENEEc� AS HH SECTION �_'C� CTIOSCALE: ,/4"= ,' -- 0• E ,, 4"= -- PACIFDC: FiVJY 11619 BUP 94-0:005 9 017 21 Nl.?V ') J i� 4 MIC MED IIIIIIIIIIIIII IIIIIII�IIIIII III(III�IIIIIIIII�III�IIIII Illllllilllll . I(I(I(III(I(Igill IIII1IIIII111111111111(I !IIIIII1IIIII 1111!111111111II�ill�lll;l(II(IIIII�I=III INCN MAO[M C"04 14 Is 4 if To IIIIII!ifilillil Ifli(tlllllll lllll(IIlIIIilI(Illl IIII(IIII IIII(IIII ILII(IIIIIIIII(IIIIIIIIIIIIillllll(illllllll(IIII ILII(IIIIIIIilllllllllllllllllllllllllllll!IIIIII!IIIIIIIIII Iilll 11111„!1 ILII(lillllillllllllllllliil lllllllllllllilllllllllIll lll illlllllllliillillllllllllllllltil a. 404 �_0a 8, 4„ �� lot _ _ t >" To REMOVE EXIST.MANSARD rQ EP PARAPET \ if'—!J' I - 14'-8" A.F.F. TYP. CLAY i1LE !--'_' i TQP SH TG, w TYP. ct A', I ILL 114 iRA:E EA SIQE t / ` I 5.5 AT 4A" *,(c t I \ 15.5 F TAHE'R D TRUS SF`; 7 Q r cm C3 6 x 10 BEAM ; I - E�`. CEILING TILE IN J cu ` \ �' .J W SUSP, T' BAR GRID Q Al `� '� `"J K I Ql A 4_ - - OR 6 6'-10" ' OI .. 18" L F'XIST. 4" BRICK k rn FII;T b'i Tl "1104. K 6 104 I (;M IJ I .► '--ti p� I •_ _ ; _ iN go 4" CMU wAl L I ,, •, O UJ ..r '' � m Wa - :� �� / KK I d I �I b EXIST. 4" BRICK & r � O F FO CMU WALL & I Q W Q I 6) I !AJ a7 Q ,Ra�T I i i ui O cr O � f 4..t� PERFORATED CA B Q 4 � S-000-Q � DRAIN LINE � W � 1 = 3 � SECTION LL SECTION MM_ SECTION NN SECTION �cjN 2 ate — 6 `_,CALF 1 i4 1' 0" 6 SCALE: 1/4 1' - 0" 6 SC'A_E: �'4' _ 0" QN ►- , �_ o) 2` plo. 1/2" PWD. 1/2" PWD. .. �_ _ _ _ - ----- - .- SHEATHING NO,� SHEATH�JC _ _._._ I` SHEATHING (SE OR PWD 1 _ � STUCCO � ._ :- -- ---��, STUCCO (SEE PLAN) � __ _. STUCCO ON SELF'- •• i JF lu FURRING LA IM GWB (OR STUCCO GIMB GW'B r I CAULK "M. CAULK TYP. NAIL ON ALUM. WHERE SHOWN `' - STUCCO WHERE �~ WINDOW SHOWN _-`l� �I ! 'f -STI.J000 ON SELF- 1x2 TRIM _ 24 go GALV. 'Z'-_... 24 go GALV. 1" 2X6 AT TOP AND , I L• FLASHING FLASHING t FURRING LATH NAIL-Oh ALUM. 'x SI ' TYP. (3)-- 2x6 t BOTTOM ► WINDOW HEADER ! _TYP. (3)- 2x6 1,2" FWD. i HEADER SHEA i1-iING 3'-1" A.F.F. 2x8 TRIM I j I t 2x8 TRIM 1, 2x8 TRIM � � I dl 1 STUCCO , - 24 qo FLASHING _ 7"-i '_, 2 '_ A•` ' •--' 1 -'4 ROUND CORNER / ' 16 BEAD TYP, i- 1. l 1.l.._ i..l TYP. HOLLOW METAL �_ - -- .__._.__`�. ,. _ 2x4 TRIM - CAULK T`rP. FRAME _ I FURRIF'G / NAIL-ON ALUM. CAULK TYP. CJ►UU( T1P. - +• BEND GWT3 / OR P ',D TO STUCCO A9 NAIL-ON ALUM. NAIL-ON ALUM. I FORM ARCH VANDOW WINDOW i I t I 1 N2" PWD. WD GWB OR STUCCO 2x6 TYP. (2x4 AT WINDOW #A & Al) A WINDOW HEAD B WINDOW HEAD _ C DOOR HEAD rD DOOR HEAD E WINDOW HEAD F WINDOW SILL 6 SCALE- 3' - - 0' 6 SCALE: 3" - 1' - 0" E-j SCALE: 3" = 1' 0" b SCALE: 3" 0" 6 SCALE: 3" 0" 6 SCALE: Am PQKT � � DIM. POINT 4 '' STUCCO orJ SELF- 1 2 PWD. (fes f WINDOW R.O. WINDOW R.O. SHEATHING U(J FURRING LATH O -1 -2' OWD. 2x3 TRIM STUCCO S,r`':A-i TING _ - STUCCO --2x2 TRIM ,.�.1,- _ .; .. . . 1,2" PWG. r^ SHEATHING CAULK TYP.- JIM. POINT TYP PILASTER w j TYP. EXT. WALL STUCCO ON SELF- f XT. WALL CAULK TYP. - - - NAIL--ON ALUM. _- -- � FURRING Lr,T}'I EXT. WALL 2x4r,STUDS OFURRED ~" STUDS � ON 2x WINDOW I ' DIMENSION POINT t. I -- ALUM. 0 EXT. WA D MENSION PONT l 2x4 FURRING -- -- NAIL--ON WD ON 2x SHEATHING L 1 '2' PWD. TYP EXT WALL L of SHEATHING 1;2" P AT PILASTER C 11, STUDS CEkMIC 11LE CERMIC TILE 2x6 CRIPPLE 4 , STUCCO ON SELF- r► STUCCO ON SELF--- �. D. S(-IEATHItN ' 2x6 STUDS AT FURRING LATH FURRING LATH RECESS FOR TILE RECESS FOR TILE ' X AND GROUT AND GROUT ` I o0 1 > ! ft 2x4 FURRING I ,� TYP. HOLLOW METAL GWB \ \ - \ \ � FRAME -GWB FLASH WITH FLASH WITH ryrR 1 RUBBER ROOT RUBBER ROOF J DOOR JAMB _ K WiNDO ,N JAMB MEMBRANE AT SLOPED AREA SLOPED AREA ,. _ G WINDOW JAMB H WINDOW JAMB 6 / SCALE: 3" = - 0" 6 SCALE: 3" - 1' - \ - SCALE: 3" - - 6 S(_ALE 3" = 1' C" -.1 N cJ 1/2* PWD. 4' 4' i. l 1LJ1 ll SHEA'NWGt N 1/2" PWD ON 2x4 � � 1;'2" PIN[) ON 2x4 �( STUCCO ON SE'_�- Gy3 FURRING FURRING FURRING LATH 10 p CAULK TYP- � U NAIL-ON ALUM. `•�___, _._ _.__ \ 24 p FLASHING WINDOW 2 x8 TR'M 2Y4 54v. --- ` t �REL'T TYP. 11LI ` GROUT TYT'. — CAULK TYP.- TRIM YP.TRIM FROM 2x4 1 2" PWD. 5!1EATHING �/ {f �� ,A V i I —�-- - r rN_'� DETAIL rO_N� D E TA I L L TRIM DET AIL M WINDOW_ JAMB 6 SCALE: 3" - ,' _ 6 SCALE: 3" - 1' - 0" PACIFIC I IWV, 11619 SCALE: 3" '' 0" 6 SCALE: .3" 1' 0" - "94.0305 10 OF 21 NO3 iJ`11 M1CiWRLMqE0 I�{►Iill��{ I{ III�I�j l j (I'I I{lIl{I�I{III lllllli{Illj I{I{I{III{I{I I{I{I{I�I{i{{ !IIJilljI{I{I I Ijl{I{I �I{I{III{I{I{I�I{Ijl 'Ijl{I{III{ilijl ( I{I{I�I{I{I{I I{III{I{I{I{I 1 1101111111II! ilI nIIIIIIIInI� IIIII�iIIIIIIIn I�IIIn�I InII�I iI�I��II�nIItIIIIIIIllIIIInlilim III illmIll lim IIIIIInIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIInIInll lP11111111111 I11 Ill IIIIIIIIIII?, , llll111111 ll�nllllllllnl:n1111111111111IIIIn1IInIIIIIIIII11IIIt11 wry. Yb Ale, 01 A.F.F. � FLASI011413 k i CL AY TILL. • ' • J _ 24 CHAMFER i" �'S� ON 400 ROOFING FELT ._ ,f� u, W/ 4 \ 5/8" PWD. SHEAT 4ING `- ' T . 1"f STUCCO ON SELF- �/G' / �,� Yp FURRING MTL-. LATH OVER 4x6 JOIST AT 32" o/c lJ� ZVG AT 14" O/c _��...---- .._.....__. 1/2.. PWD. SHEATHING 2=4 LLD"-- __ ---- - - -- ~�. I t FLASHIN _Pl>>,d._PQ1HT. 3 3 G Aa 2%4 AT 24" a Ot - ------ .__ �� ! MORTAR FILLED ��^ CLAY T11 BIRD STOP �-/-~ EXTEND 40# FELT UP WALL TYPICAL It"0 RLX** VENT AT _ ' ,� � CLAY TILL 6'-0- o Tv1PiCAti 1- `� I r-' ON 40 ROOFING FELT ''' S, 8" PWD. SHEATHING / (3)- 16d �T iCONT. ?.x4 STARTER T?P- BU►.' .JP ROOD / ---- -- .. EA. PIECE 2x8 TR'M JN S,'8" PMO. 9yE"A1?iIlru , I 4x6 JOISTAT 32 o/c - - `'�1YP) - - BETWEFN RAFTERS (3) 16d . 2x BLOCKING w/ - •� r - _$ ``,, H Z EA. STUD + / MIN. (2)- 2"0 HOLE ----- V O ujf% M /�• • EA. PC. w/ SCREEN - - I W is l (3)- 16d .__ CONTINUOUS mW o , 1 x 4 TRIM MITERED E Q EA. PIECE __-- _ -- _,- -T - _` TO MATCH JC"ST16d AT A" o/c W I I r6. —2 z � ~ 10dAT6" oc (TYP) STJCCO ON 15# FELT L OVER 1/2" PWD. SHEATHING 16dAT8" o/c F' CEILING TILE IN - I ON 2x6 STUDS AT 16 / � m " O C SUSP. 'T' BAR GRID ' - — --- -- ----- -- -)t3 •, - 10d AT 6" o/(.- S/8 GWB <4)4x6x 0'-6" SOLiD 14 2'-O• 2'-0' 3 to 1 — .m 10d AT 6" o/c \\ ALL EDGES j -- 12„ BLOCK e8"G INTO. 8" " __lQ" _.- e� _ �(]N 3". FENT HOLE AT 24" o/c - I I � )�� . _ -.-_-- H = SIMPSON U46 HANGER I I - . o Z (- -- - BEAM ID EXJSTING 5/8" PWD SHTG' ON 2x8 LEDGER �\ JN (4)- 16d AT INSTALL 2x4 FLAT BLOCKING I I I • y� oN `r CLIPS BETWEEN I I •I KB TYPICAL EA DTL. EA. JOIST w TRUSSES / I I ►= I I I 7 SCALE: 1 1/2" � 1' - 0" DOUBLE 2x6 I I I I I � Ovd 10 \ TRELLIS JOIST EXTEND PANEL 5,8" PVC TO BLOCKING I I S I I �''IAT 32" ( t --- /' -----�1, 16'-0" A.F. ` - 2x4 BLOCKING PANEL' 1{ Q EA. PIECE i 1 /�i w/ 1/2" PWD BETWEEN 3 1/2- CFi AMPF ER TYP. I EXIST. TRUSSES ON (4)- SIDED FRAME 6x10 BEAM — -= COUNTER SINK l O OF 2x4 ��. 4.. 2'-D. — - . — � / 2'0 x 1' DEEP FOIE RE-INSTAL TRUS-JOIST < -fi --- 6x8 ANCHOR CUP TO _ I I 10d AT 6 o/c NEW BEAM ' � - (2)- 5/8"0 M.B.'e --__---- ----_-_-_- _-- -._ j __--- _— _--- M SEE DTL_ / A/7 I I / SIMPSON ABU44 - _____ I TYP. AT EA. POST 5/8' A.F_F. FOR TYP. PARAPET I w/ 5/8"0 x 10 -- —-- - -- — - __----- - / � O NOTES _ I A.B. I (2)- 5/8"0 x 12" 1 LAGS TYP. AT EA. N I -- 3 1/2" CHAb1PFER NP. �_ 16 x 16' C.M.U. PIER POST \ .. w/ STUCCO SURFACE ® (? — I - 5 1/8" x 13 1/2" I SEE DTL D/1 p I - - - i GLU-LAM BEAM E \ I rC ' BEAM CONN. DETAIL D BEAM CONN. DETAIL 4� 10d AT 6.. o/c 7 SCALE: 1' s 1' _ 0' 7 SCALE: 1" �• 1' - 0" 00 CEILING TILE IN---- 1 SUSP. "T" BAR (sn:n 8�_4" i - - ---- f=---- �•'� ® lJ ' EXIST. TRUSS JOIST ��' / I o � ' \ SEE DETAIL # A/7 ®' --tom - FACE OF E>tIST. �'' , FOR TYP. t,RiCKET EXISTING WALL OR FOUNDATION !� \ AND VENTS r Q� HEADER BEAM - 4,-- REMOVED \\_--(3)- 16d \ EA. STUD I 5/8" PWD. SHEATHING ADETAIL _ 7 SCALE: 1 1/2" 1' - 0" v (1)- U26 HANGER 2 16d AT I \ - ON 2x8 LEDGER EA JOIST \ \< 10d AT 6" o/c 16d AT 8" o/c 16d AT 8" o/c \ BUITL--UP ROCF ON 5/8" -- - TYP. -� POINTI �i , PWD. EXTEND NEW PWD OVER �- EXIST. 5,' /8" 10d AT 6" o/c � I� � . \\ EXIST. PWD. -'f_l �,\ PWD. SHTG'. (Typ) EA. PIECE SEE DTL / B/7 (Ty') •-.5710L.IID 92 Ly.ry - - (3)- 16d � \ o0 TRIM FOR TYP. EAVE/ / �Y L � EAPIECE E — - (4)- 16d AT s 10d AT 6" o c 4x6x 0-6 SOUD EA. JOIST - /' 1 / i SPACER BLOCK w/ 5/8"0 TYP. (4)- 16d AT x 8" LAG INTO DOUBL 2x6 RAFTER / FJ► JOIST 9'-8._ TOP _ - AT 32 o/c2x6 2x8 JOIST AT 24" o c -� 1w1°SON PF26A JOIST BEAM / (.�_-- �-- - f S PLATE ° \- INSTALL 2x4 FLAT BLOCKING HANGER + ' I' N ON "Z" CUPS BETWEEN I ° � JOISTS I EXIST. TAPERED TRUSS II ' 2x4 FIRACE AT _ A i l ' 1 I W !DOUBLE 2x13 r- ---- _,..___CEILING TILE IN � — TREWS J05T _... 2' 6„ ` SUSP. T" BAR GRID AT 32" o/, 5/811 GWB I` h� / � EXIST. 2x8 P.T. PLATE ` 4x4 SPACER BETWEEN % / I / `E✓1 EA. PAIR OF 2x6 NEW 2x4 AT 16" o c <------ \ w/ A.B. AT 1'-6" o/c RAFTERS JUIS'fS "�- to FRAMING w/ 1/2" PWD '\�� /II TYP. A / w SIMPSON a34 ANCHOR `` \ o L� 8x10 BEAM -- ` I � ° _ - '-` s/1' c oc� --. : - SIMPSON ABU44 _ �, 1 Od AT 6 TYP. �' o/ -- _- -- 5/8"0 ANCHOR BOLT �� --- x 10 __ _ __ __ —__._ - --- - __ _ hh !U ' Q - P.T. 2x6 w/ CHAMPFER � !l CORNER TYP. STUCCO OVER 18x8x18 -- 8'-4» EXIST. - CMU COLUMN GROUTED FULL — CMU / BRI;K WALL d SEE DTL. / D/1 — Ct�IUNG nLl; IN --- .---- -- -- G W-10" N.T.S. 1'-B" e'-•�'-N�I•�t__._._--- _ _----------- ____. ,___ ------- ---- SUSP. r BAR GRID K E DETAIL_ rF—"*N DETAIL G DETAIL IT DETAIL 7 SCALL: 1 1/2" 1' - O" 7 SCALE: 1 1/2" 1' - O' 7 SCALE: 1 1/2" 1' - 0" 7 SCALE: 1 1/2" • 1' - 0" Gt.�;Irty sIV+lY , 11819 8s�t' W43D5 e• rA21 Mlciw "LMEDR IF lu III IIIIIIIIIIIJI IIIIIIIIIIIMAD[ II I IIIIIIIIIIIII I IIIIIjI�lllli IIIIIIIIIIIII ' IIIIIII,iIII{ IIIIIlI�IIIII 11lIIlIl� Illll IIIIIIIII,'III1IIIIIIIIIJill IfjI I IIIIIIIIIIiII IIIIIIIIIIIII � IIrOM IM CMINA iiIIIIIIIiIIllinli nnlllnilnlllnllllllllnl i!r,lnn nnlnll Illljllll IIIII!nll!►lillull!inlunlnlllnlllnlllnn !Hillnlilllllinlltolln�llllllllillnllnllnllllnllnnjun uninu�inll�nlinnilnlllil�iinlillll!Inllinllllulinl nnlnn!InIInI�IuIIInnllm T'ra, out,T-m 1100F 1 Qd A( 6" o/c ~ / E11ENo 5 e Pw Iv B'.xlow; ra ♦ I� PAWL �' i - 16d Al 8" o/c I _ 2x8 w/ 45' CHAMFER STAGGERED r IOa AT 6" o/o r.� 248 JOIST AT II rl:10Q AT 6` a r - -_ FLASHING -- (i I LNG• O" ��, ' r t 1� �... ....r... _. _ _ - STUCCO ON SELF-- CLAY TILE1 - t 1 I FURRING LATH ON ON 40/ ROOFING FELT M 2x4 f'IIAT OLOCXING ON I I it N / 5/8" PWU. SHEATHING } Od AT 6 a/c Z' CUPS AT JOINT OF _J Y 1 W 1 2" PWD. SHEATHING _ x BLOCI(ING �r y \ AllEpCS EXISTING P1NU 2x6 AT 16' o;c _ ___ / 2 / - T r I - I 4x6 JGIS T AT 32" o c. / �/ MIN. (2)-- 2"0 HOLE � J it,( �- r , FLASHING i i EA. FC. w/ SCREEN 2x8 SOLID BLOCKING- ,', I MORTAR FILL'_D 4. 2x4 LEDGER-- - - - _ EXTEND 400 FELT UP WALL DILA. PANT -- I ' �' — _ CLAY TILE ' E j 2x4 AT 24" o/c - - -_ -- I '--. ( ON 40# ROOFING FELT I 1 - BIR STCP x 5 8" PWD. SHEATHING 2x8 D CI 8'"0 ROOF VENT AT .� -T _ �� ' w'�• 1S'-9 1 2' / 2x6 CIEUNG JOIST �_ I 1 1 I 8'-O" o/c TYPICAL-- L___-_. a f . - - I 4w6 JOIST AT 32" o c - AT 16' a/c. R , ' I / ALIGM wROOF JOIST d �-z 10d AT 6 o/c I ` ��- - 4 w O `p I . TYP. BUILT-UP ROOF _- i W 'I �• ... _ 2x8 TRIM Q!ti ON 5/8" PWD. SHEATHING �� _ m � � �'`- OF TWEED d:w S RAF TER S tZ F- r 2x4 BLOCX04G PANEL - - I I \ 1 ' 1/2" pWI? 8ET1NEEfr - r `'. • _-- \\ w- - - >y 02 3 16d EA. PC. I ! \� r 11'-;�'`TOf j3E�tu W Y O EXIST. ?ftp.;SES O I / 3 16d � ON (4)- 510�> FRAME RE-INSTALL TRUS-JOIST T� 1 O- _.. . 1 x f 1 f`. TYP. W.R. G.W.B. I EA. PC. I 4 TRIM MITERED Q OF 2x4 AN(:H�R CLIP TO i 1 �� I SOFFIT BOARD I I TC MATCH JOIST t— NEW FsEAWSIMi 1-•--- - - -- -- .__-._— -_._. err 0 ,- .. ' _ ON P2x8NLEDGER ��U46I O 9 5 �,/8 A.F. A. O �A • / I 6d ATEA. ------ - - - -------- ' ' STUD 1 �` !i �\ Li,l d 1\ 3 a HOLES AT 4 TYPICAL y * - - - - CEILING IN < SIMPSON A34 .+a 7 16d AT 8' o c-- -- -� - �(N / - LOUNGE r w/ (2)-AT EA. I ^� _ AT Ea. S1UD w _jC4 JOIST , ++ STUCCO ON SELF- W �I"'.. -- - - , I I- �r FURRING LATH ON t•- OM � 4 �� "�� cE1UNc TILE 1N--- ---� I —_ =- �. - _— 1 od �T s" o/c •" , i 1/2- PWD. SHEATHING � CV O It", SUSP. '~ BAR GRID ON 2x4 AT 16" o/c m CN)IL M / I EAST• TRUSS JOIST � �( —`- � I - - - -- - � 16d AT 8 o/c II • � �------ - _--- ACCTEND TILE 0/8 SIM. SEE DETAIL FACE OF EXIST. I 5 1 8" x 13 1/2' - 12-10 A.f.F. - - / 4„ FOUNDATION < " GLU-LAM BEAM Ll I EXIST WALL OR -- m HEADER BEAM REMOVED \ a 5 1/8" x 13 1/2" _-- 2x6 JOIST AT - -- / GLU-LAM BEAM _---- -- - \� 24" o/c A DETAIL 8 SCALE. 1 1/2" - B DETAIL C TAIL 8 SCALE: '1 1/2" s 1' - 0' 8 SCALE: 1 1/2" n 1• - 0' 16'-0" A.F.F._ I . r RUBBER ROOF 14TB" A.F.F. MENSRANE - I EXTEND 2" DOWN EA. SIDE. SEE PARAPET / m I I / ` 1 NO PENETRATIONS _ IIN CRICKET NOTES I IIS FLASHING ON TOP SURFACE SEE PARAPET �' ! DETAIL B/8 CRICKET NOTES I I - V - I =_ - - - DETAIL 8/8 - 2x6 AT EA. SIDE T',P. BUILT-UP ROOF - ON 5/8" PWD. SHEATHING ° • I CLAY TILE ON 400 ROOFING FELT 16d AT 8" o/c "� w 4x6 JOIST AT 32" o/c -- - z.. ` 10d AT 6" o/c \ - - IOd �7 6" o c \ TYP' I 5/8" PWD. SHEATHING - -� t 16d AT 8" a/c o� TYP. SI 2x8NU4bLE GER ___� _. rF DETAIL `_ : NEW 5/8" PWD --`- I 8 SCALE: 1 1/2" 1' - 0' I (3)- 18d AT EA. �p STUD \ EXTEND OVER EXIST. I -� PWD. I ' 2x6 BLOCKING �',T----- 710d AT " \ „ u ',.•� :, NEW 5/8' PWD �'\ �\ I . 1e1 , .-- � �. • - EXIST. TAPERED TRUSS I • i ---- - -->--- x I I EXTEND OVER EXIST. Co PWD. \ I • 16d AT 8" o/c - . I • .\ TYP. 9'-10" A.F.F. ,- -- 4x6 ` c� STUCCO ON SELF- EXIST. ELF- I I t u EXIST. TAPERED TRUSS I w FURRING LATH ON 2x4 BRACE `\ AT 48" o c .� 1 2 ' PWD. SHEATHING > / \ N •�_ r� -- 2x6 AT' 18" o/cEXIi 1I >1 W/ST 2x8 A.B. ATP1T-6" oTE- \. I \ \ . - _ - N_ �I �I STUCCO ON SEi�- Np / \. I TYP. SOFFIT �d I! /'� FURRING LATH ON eco. �� \o I TEXTURED EXT R D ONPAINTED I I f ,�� Ire 1/2" PWD. SHEATHING 16 "' L 9'-5 5/18500 9'-5 �8" ON 2x8 JOIST AT 16" a/c - 2.1 FLAT AT 16d AT 8" o/c _- _ I / ®---- - - i CEILING TILE IN EXIST. SUSP. 'T' BAR GRID CMU / BRICK WALL _ ----` SEE SECTIONS --------CEILING --- `� E IN SP. *I'L13AR GRID 6 x 10 BEAM _ o ' -- CEIUNG TILE IN 3'sp. •r BAR GRty rD DETAI E DETAIL -""N DETAIL • PAC $ SCALE: 1 1,/2" a 1' - 0' 8 SCALE: 1 1/2" � 1' - 0" Q8� SCALE: 1 1/2" � 1' - 0' �- F�4V1'., 1181A 12 OF 14 OV 3 I_I �C ►illlll� � l►III 'lllllmootl►I►I11� 11►ilil�ll�l� ll�lill��lllll 1111111�1111� 1111111�II11� 1111111j11lII I IIIIII1111►I1 j IIIIII1JillIl 111IIII1111111 iIIIIIIIIIIi1 111IIIt�1;Ill INC" Ills nlllnn nll!Inl nn!In�IIIIIInninlllunl - ' � —�- nnlunhlnllnllllllllnl IIIIIIInIIIIIIIlu111nIIlnllll��Illi�ll!Illllllllllllllnnlnll Illllnll IInIIIIIInIIIIn11nI�IInlllnillnili�iilinitnlillni nillllu Ilnlnlii�r�innl��ii R • l# zy J / N F. / 2x6 w/ 45' CHAMFER REMOVE EXIST. MAN5ART I TYP. 1"t STUCCO ON SELF %�' Id j FURRING MTL. LATH OVER --'�--- 1112" GYP. SHEATHING AT (� I ' , 1/2" PWD. SHEATHING (1)- HOUR RA11 0 WALL 1 0 •� 'v �,_ �%- �F �l• :xd •,, ___ ..- . _ t_ - �� I I N EXTEND 40/ FELT UP WALL SEE NOTES TO RIGHT FLASHING I •I' \\ MORTAR FINED 2xE AT 16" c/. - j TYP. BL4L T--UP ROOF _'"-'------ ' I ON 5/8" PWD. SHTG. \ l - " '"' 2R6 SOUL BLGG►�iltr, ! IN AT S" a/c /- -- 4' Zx4 LEDGER _ -- ;I " . NEW 6" x 8" SrUF'PER AT AT EXIST. LOCA.IONS - - ---- ,/ I TYP. (3)- PLACES S/ "-�-- 8"0 R!XoF 'Ah T AT ` ( / l• \ d•-G" o/c T AICA:. l I - 10d AT 6" o c NEW C.I. LEADER BOX CLAY TILE ��. ) Zx4 AT 4" U c • I / _ / 2 / ' 16d AT 8" o/c �' 7 ON 40 ROOFING FELT - EA. STUO TYP. 81,;'L.T-UP R001" a W o s/ I 5/8'" PWD. SHEATHING ON 5/e" PWD. 1EATNuiG -� WO N N - --- cc W BLE 2. 6 _ ___--___ OR4x6AT 321.AFToER , ~ h ° I / 3"• VE Id T O ._ -- ' SEE ROOF FRAMING PLAN HOLES AT 24" o/c W 0 (TYP.) zj Y • I I (2)— Ulf MANGER C �Cid A T 6' '/t / .I. — ON (2) 16d AT I , (r / 2x8 LEDGER E A. JOIST �^ I { FILL IN 5/8" INSTALL 2x4 FLAT OR U4�i HANGER ' I 2z4 BLOC'KING PYM. I � BLOCKING ON Z" CLIPS I 16d AT 8" o/c t ~ i 'BUSSES / / I_ CUT WEB BE, BET F-EN JOINT JOIST ----- rl 10dT A) 6' a/c / �/Y �\ I ON Z' CUPS ( - t � I W � / 8' TYPE I' (3a 16d - ul W 1t) 5/ X" 1 it E PIECE - - _ z J / / GWB (NOTCH AROUND _ r,� (TYP) H- _ slvCco ON SV_F- f TRUSS CORDS & WEBS) I -, ' ti ;I AT (1)- HOUR RATED .� O~Z D 1(F'I1RRiNC LA 71-4 ON /T' PWID. ' WALL NEW 3" x 4" ` { I c 6jro1.11� f� __ .__ __. -_- -. _-- -- I 00 0-C C4 DOWN SPOUT % II I TLC'. 40 / EXIST. TAPERED TRUSS Q� CUT TRUSS OVERHANG , 'I I O clooO 2x6 JOIST AT 24" o c ID OFF AT PLATE LINE I I! I � / ��` f / I INSTALL 2x4 FLAT BLOCKING vV) ON "Z" CUPS BETWEEN j1v p JCiSTS . fr -- _ o B SCUPPER DETAIL SCALE: 1 1/2" - 1' — O W 10d AT 6"0/c --- 2x4 STUD BO li SIDES OF o iv EXIST. P.T. 2x8 w/ A.B.'s TRUSS J ,r _ _ EXIST. 4" BRICK / 4" CMU - - WALL N 6x10 BEAM A PARAPET D TA L m / c W 0 9 SCALE: 1 1/2" - 1' - 0' �' CEPJI G 1LE INT" BAR GRID -" 1 CEIUNG TILE INSUSP - b SUSP. "T" BAR GRID SLOPL_- --J 8' 4'-__� I !� SEE DTAIL C/9 FOR -- ^ \� - — — I' CEILING TILE IN 1 NJ gJSP. "T" BAR GRID TYP. CRICKET AND VENTING NOTES � I SEE DTAIL C/9 FOR TYP. PARAPET NOTES - rc DETAII ��yy SCALE: 1 1/2" TYP. BUILT-UP ROOF � i; 9 1' - 0" ' 5 1/8" GLU'-LAM j ON 5/8" PWD. SHEATHING - -- 2x4 FURRING FILL HT. 2x4 �' / t k 10d AT 6" a/c 5 1/8" GLU-LAM l / _ 2x6 / I 8•-4" _ � 8•-4•' i � ' --_- TYP. CLAY TILE C'7 SIMPSON / ON 400 ROOnNGrry I CC5 1/4-4 �I FELT OVER 5/8'" ! / p I / 16d AT 8" o/c _ �� PWD ON 4x6 AT P T / \ 32" o/c [� 4x8 POST � I �`� ---- - (4)-2x4 POST / /% w/ (?.)- 16d AT �,yyB r EA. TRUSS l - 10d AT 6" a/c AT END � 2x4 STUDS AT OF WALL 16" o/c I I GWB 264 a/c (TYP-) AT (� ) / O - - �• oc� • NEW 2x4 EXIST. 5/e' PWD.-' I 4 3i�•• 4 3/4.1 1iL.00KING vv��77 ` -- - - INSTALL 2x4 FLAT �- �-- ON "Z" CUPS CUT WEB F DETAl�. BETWEEN TRUSSES �II NEW 2x4 STUD .o D D E T A I BOTH SIDES of SCALE: 1 1/2" = 1' - 0" Q_U SCALE: 1 1/2" 1' - 0" �, TRUSS EXTEND 5/8• PW.).CEIUt.'G TILE IN - SUSP. 'T' DAR GRID TO BLOCKING PANEL ( II -- EXIST. TAPERED TRUSS V - - - ---__ CUT TRUSSES BACK - / TO PLATE LINE 5 1/8" GLU•-L.AM 16d AT 8" o/c i �f FULL HT. 2x6 -'` RE-INSTALL '(ROS-JOIST ANCHOR CLIP TO NEW BEAM ' CO C. ..__a-. - .-------- --SIMPSON 9'-5 5� — _ --- - - — ____ _ — -- — -- --- b� ----,---_- 2x4 FURRING ON 5 1/8" CC5 1 4-fS G.L. BEAM Tc?L;;�ES "-'— - dx6 POST fes I I _-10d AT 6" a/c GWB --_ _ - �— -- AT ENO -` Zx8 STUDS AT OF WALL 16" o/c CEILING TILE IN L----•----CEIUNG TILE IN I CUSP. "T I BAR GRID - SUSP. '-I BAR GRID I SEE SECTONS - -- GWB -*_ 4" 5 1/8" x 13 1/2", __ G.L.. BEAM _ - / ="" i--- FACE EXIST. EXIST. WALL HEADER -- FOUNDATION E D BEAM REMOVED __.._� �4'- TAI ._ G DETAIL on g SCALE 1 1/2- - - D" L� SCALE: 1 1/2" a 1' - 04 PACIFIC HVd'�' , 11619 SUP 9"3m 13 OF 21 MIC"F"I'LM IIII1 �1� IN10N1� II�IIM��I�I I IIIIIII�tII�I I IIIIIIIIIIIIII I�I�IIIIII;�I' I�I�IIIII�I�I I�III�III�I`I I III�III �I�III I I�III�I�I�III III�I�I�I�I�III I I!I;i�lllllll III�I�lll�lll J 110 11111111 VIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIIIII!IIIIIIIIIIiIilllllllllllllilllllln!Inl!Illnhillllii! i •.A -- r �,� �� : .�. � . : -�-- a 'U!-`•a••� � +�� 18" ___...__,.__ � - r J.� �r�fc i►ylit�• rJF".I' JN A OF _ L 1 A - _ A Do A r B G H O z t N - �(�j�4 N W o _ ---- T1 cc S1M. _ F 1 F W _ Y , �— � cr F.F. 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( I,III!IIIIiIi lllllll!11111� INCH MAD[IN C" nlilnnilnlliiil nninnlnlllllnllnll;ll ��,��In Inlliul Inl1 Ilnl►Il11 I!IIIIIIII ,IIIIIIII IIIIIIIIIIiIllllll IIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIiillllllll11111111111111111ulllln Illl1111 IIIiIInI�IIIIhIIII1 11111 ni��Ilnlil�iuiiiilllnilin�lnll Inlllnlllllllnlilim y R r� - " �^1 V� J .VL ..NL� -4- Io rI � UA l a WeM I ;o !,r. T—_ i- - _r-- �- --t t- --- —- -- _ _- I —_i_t _ T-_ I CC r- su v G Al. er nc im-M NL. INfoNGC� "NL NO2 , "NL" p p D ��--®- n I 040 �o I _ — - -- - - - _ — _ 5 1 o Gi I D I .._-_ -- - ----- -- -- - ----- -- - - H 0 S TC S 5 / . _ _ . . -..-=t— -�=t-�--- -------r--- 5�,�p g f.,Z a _ Sw� c 7f - _ L_- r - -r- -- -,r - -y-, - _ CASH I I I i I I I I � 0<va I I p I D Il I I I I DI L1 o,J hB i I I I I I I I I I '`'� I -� ' cc-J C4 'NL' nD I 0� L -- -JL - i L JL __ _t _-_ L.. _ _ J C i I I I I ( I I I I - --- 4 ?gC40 o COLO lei — -- _�____- _— B �_ _-1_,► ___1 __ l_1 K ' - I I I ---,-T I --i--- I I -----�-- i --- A ^ l FOUNT ON PARAPET I �_ I L_ - _ _ _ 1 _ _ _ _�� J .- -__i-- _ �- _. L A A " I I 0 -- - - -NL - - - - NL C UD E E(�" D D M INING N L' C r-�C I 103 DININQ F17' oc PONL"a E 11041 10 - M -- -- " I - P NI g M c �� F 1 M -- 6 U ILA IN T D - - - - - f - --- T R A G I - L ! 113 � KITCHEN + 1,2 -- - - � - �- - -- WALK-INIICCC `� T01 E I p "NL I ! -- -- — o� ASH�__ - - T 117 M - -- -- S w -.:tL _ �—" a 5�( �-�-� o, J 11 L I G H T I N G F" I X T U R E S C H E D U L E MARK DESCRIPTION MFGR. CATS LAMPS— _REMARKS _ 5H N6 A DECORATIVE PENDANT SELECTED BY OWNER 40w. T-9 - CENTER ON E,r)TH TABLES -- VERIFY LOCATION w/ BOOTH SUPPLIER _ ® � 7 TR ACK UlE UGHTOLIER 7528 5(1Mr. R 20F1. OR APPROVEL EQUAL �G,.NOR� ACF)\ REFLECTED CEILING ..,LIGHTING PLAN - - ------- e�� '� '� SCALE: 1/4"-- 1' - 0' c RECESSED CAN DOWNUTE UGHTOUER 1102F1-1105 13w. DTT OR APPROVED EQUAL — p RECESSED CAN WALL WASH LIGHTOLIER 1102F1-11?; 13w. DTT OR APPROVED EQUAL E Ey,r LITE HALO H-3600-G-DL INCAND w/ 3619 BAT(ERY BACK-UP OR APPROVED EQUAL-p ��aTOca n�c.J�i F (2)-TUBE FLUORESCENT WRAP AROUND UTHONIA Z2232A120�S F32-T12CW OR EQUAL w/ HPF CLASS P MAGNETIC ENERGY EFF. BALAST* OL EXT. SOFFIT LITE �i!:t..ErL1'!E! wy oWN� -- — H EXT. WALL SCOW SEL f e-Tu 13--CoWkbZ _ j - �.J 1W 111 G4 MOUNT 10T W TIE' H 1-- W-, � Z S OM Z'90w im.N. CK till"_ _Not4Z�ft P OIC Pa P E.r - + K DWXE EXTERIOR FLOOD STONCO 1 SOL (2)- 75w. R40 OR APPROVED EQUAL L FLUORESCENT WALL MOUNT UTHTOUER 40302 F30-T12 MOUNT OVER MIRROR _ M EMERGENCY IJTE w/ BATTERY BACK-UP UTHONIA ELU-2 (2)-- PAR 36 OR APPROVED EQUAL - -- ltNL'# DENOTES NI-ft LIGHT CIRCUIT PACIFPC W/y ,, 11819 BIJi� 9�4-0305 15 OF 21 � w>• 0 V 3 19 MICMFILMED 'llllliljfft"l III ►hIEIMI�I II I IIIIIIIjIIIII I iIIIIIIjIIIIII Illlllijlltll IIII111jlllll Illlllljlllll l Illlllljlllll l II! I� ,ijiji;l IIIIIIIIIIIIIII I Illlijllllllt Illlllljlllll llllilllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII (tNltltt ttttlittt ttitltltllllltltttlllllllllllllllllllil IIIIIIillllllllllllllllillll'illlllllllllllllllllllllillilllllll1111 IIIIIIiII IIIIIIIII ,IIEIIIIIIIIIIillllllhilllNIIIIIIIII�'�i11i1 illllllli (IIIIIIII Illillll!IIIII fra _t�:�repyr .�-a rte•- .. �.. . ., .. ..,. � .-:..:... . , _ LLA ONAAAI _ SUSPENUFQ._— UTICAL CEIL1NGTES !wL WW- ENDED CEIUNGB SHALL tet STANUARD 2' x 4' - IN LILiJ OF 1iINF-FM DESIGN, SYSTEM STANDARDS. jSYSTEM SHALL Bi- INS TALLZD IN COMPLIANCIL WITH ' F ,4�/�• �V F AC•E OfFf.lt1'k.UNil;LiLAR W� .AJ'irC WAIL (W .:PILING BREAD �+ A, cENeRAL INSTALLATIONr4ECILJIREMEiITs ,f, � •. ` 1. HANGERS 10 OE A MiMMUM 0i: #12 GA. SPACED A MAXIMUM OF 4.8' , WI THIN b' OF THE WALLS AND AT 12' a/c IN EACH DIRFC , (4)- 2 • � �� ._ _ `�T- o/0 E.W. UIQ #10--GA, SPACED A MAXIMUM OF 60' ?,/r: E.W., GAi.V-- F GA. 'MRF-ri SHALT BE CONNECTED M541N 20 OF AN INTERS (f A MAN %tsRTiCAL S•RUT CGNNECiION DEVICES .O BE COUNTERSLOPF HANGERS ANIZEG, SOFT ANNEA" WILD STEEL WIRE. J RUNNER OATH A CROSS RUNNER AND SPLAYED 90 OEGRES FROM TACH OTLNEA AT x BL11LViNG STRUCRAt. ✓ AT 12' o/c E.wa A"OVE:D TYPE w/ 100# \ If MORE DIAN 1:' Ol1T 2. ATTAA'>WENT DEVICES TO BE OF AN APPROVED 'TYPE Ch Aff OF AN ANGLE NOT EXCEEDINC, 45 DEGREES FROM THE PIAN[ OF Ttif Gi�LINR. A oi 7> �(CAF'Ali1L11Y OF PLUMS CARRYING 5 MMES THE CEILING LOAD (50 Iba) STRUT FASTENED TO THE MAIN RUNNER SHALL. BE EXTENDS TO MID FA3T- 3, HANGERS TO BE PLUMB Oft SPLAYED AND NOT PRESS AC,AINST PIPE ENE:D TO THE STRUCTURAL MEMPZkS SUPPORTING THE RCOF OR FLOOR ADW4. Oft DUCT INSTALLATION. THE 57RUT SHALL bE ADEQLJATr_ TO RESIST THE VEIi'pGAa f.CAWOIIENT INDUCED ACOTIONAL HANGERS4• CARRYING CHANNELS AND MAIN RUNNERS ARE TO BE', LEVEL WITHIN BY THE WARES- LATERAL F00fE BRACING MEMBERS SHALL BE - AGtD A SECURE ALL HANGERS TO BUILDING STRUCT,IRE: r Al ALL MEMBERS 1/8 UB 12 ; I.FVkJNG lu TO BE PF�� WITH TH HANGERS TAUT MINIMUM OF 8" FROM ALL NO+Al1U1dTAL PIPING 0+4 UUC•T WORK THAT i5 NOT f LATERAL. , KINKS OR BENDS ARE NOT TO BE USM AS A WAY OF LEVEUNG. PROMDn NTH BRACING RESTRAINTS FOR HORIZONTAL FURCECES. BRA014r, ORES WITHIN 8" OF PFR- � -- -r► BRACIN1a C.,_... _":�::�':. ._ TRAPEZE DU[:T1110RK AND 5, DEFLf:CTiQN SMALL 19F: LIMITED TO 1/180 OR 1/8 IN 4' SPAN: IF SHALL BE h'TACHED TO THE GRID AND TO THE STRUCTURE MJ SUCH A MANNER 7�r i ��41,j►�; �. IMETI!.K � `�� OTHER LARGE OEiSTRUC t10NS FiXTURE CAUSES A DEFLECTION IN EXCESS OF 1/8', THE FIXTURE THAT THEY CAN SUPPORT A OESIG14 l..OAG OF NOT IJESS TIFIAII 200/ OR ERIE 3TABAlJZf;R BAIL SHALL BE IWEPENDEN TL Y SUPPORTED OR DW GRID SHAD- BE SUP.- ACTUAL DESIGN LOAD, VH 04EVER IS GREATER. NTH A SAFETY FACTOR OF 2- IE ' -- BE:l1NEEN ALL __.. PMENTAU-Y SUPPORTED NNTHIN 6` OF EACH CORNER A #12WIRE 6. MEMBERS PERPENDICULAR TO THE WALL SHALL SE TIED IOGETHFJt (,5TA81,.IT.ED) r MAIN RUNNERS AT 4r' a/c 6. A FIXTURE INSTALLATION SHALL. NOT CAUSE THE RUNNERS TO ROTATE TO PREVLNT THEIR SPREADING. THIS SHALL BE DUNE: IMMEDiA TEL r ADJACENT MEMBERS AT MORE [HAN 2 DEGREES FROM iNE VERTICAL AND PARALLEL TO 'HE WALL THE WALL OLJ_R CLOSURE ANGLE SHANOT BE PERIMETER MAIN SUPPORT E WIRE A i 60" o/c X12 WIf F AT 48` o/c USED FOR THIS PURPOSE, ALTHOUGH TO FACILITATE iNSTALLATIOIJ, RUNNERS, 8' MAX OR� ER , B. LATERAL BRACING REQUIREMENTS MAY BE ATTACHED TO THE CLOSURE ANGLE AT T`W0 ADJACENT WALLS NTH �" 60" 1, BANGERS TO Elf A MINIMUM OF #12--GA.. SPACED A MAXIMUM OF 48' CLEARANCES BETWEEN THE WALL AND THE RUNNER BEING MAINTAINED AT T_ -_ _ __. o/c E.W. OR #10-GA. SPACED A MAXIMUM OF CO" o/c E.W., GALV- THE OTHER TWO WALLS. ANIZED, SOFT ANNEALED MILD STEEL WIRE. HANGERS T'0 BE ATTACHED 7. ALL LIGHT FIXTURES %4Al1_ dE POSITIVELY ATTA':HED TO THE SUSPENS10k4 x.,.., 6' MAX 12'-O' o C EACH WAY TO THE SUSPLNSiON MEMBERS AND TO THE SUPFORT ABOVE WITH A MIN-- SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% CJF THE _.. _- ._ u 2 'r IMUM OF T)4REE TURNS; HANGERS SHALL NOT 4'TTACH TO 04a BEND AROUND FiXTURE WEIGHT IN ANY DIRECTION. �O - OTHER MATERIAL OR EQUIPMENT AND SHALL NJT BE MORE THAN 1 IN 8 O.JT b. ONLY INTERMEDIATE-DUTY AND HEAVE-•puS rr SUSPENSION SfSTEMS SHALL K �j OF PLUMB WITHOUT BEING COUNTER SPLAYED. USED TO SUPPORT LIGHT FIXTURES. (IF A LIGHT DUTY SYSTEM IS USED, I_ATERAI BRACING AT 12' o/c E.W. MAIN OA. RUNNER TO STRUCTURE - BEGIN BRACING 2. ALL CONNECPON DEVICES SHALL BE OF AN APPEOVED TYPE CAPA13LF OF THE FIXTURES MUST BE INDEPENDiNTr.Y SUPPORTED AT EACH CORNER WITH A h''k• WITHIN 6. OF PERIMETER AND 2" FROM SUPPOKIING 100 ba AND BE SECURED TO THE BUILDING STRUCTURE. /12-GA. HANGER. WHERE HEAVY DUTY SUSPENSION SYSTEMS ARE USED, SUP- CROSS MEMBER 3. A TRAPEZE OR ES!)IVALENT SHALL. BE USED WHERE OBSTRUCTiONS PRE- PLEMANTAL SUPPORT IS NOT REQUIRED.) CLUDE DIRECT ATTACHMENT TO THE STRUCTURE, TRAPEZE SUSPENSIONS 9. IN ADDITION TO THE ABOVE, FIXTURES OR OTHER EQUIPMENT *UGHiNG LESS x SHALL BE MINIMUM OF BACK TO BACK 1 1/4" COLD ROLLED CHANNELS WHEN THAN 56 Lbs ';HALAL HAVE r#O f12-GA. WIRES FROM THE HOUSING TO iNE �r SPANS EXCEED 48' STRUCTURE ABOVE. THESE WIRES MAY BE SLA/.X. FIXTURES OR OTHER EWPMENr 4. ALL RUNNFRS SHAM BE INDEPENDENTLY SUPPORTED AT PERIMETER WITHIN WEIGHING IN EXCESS OF 56 Ibs. SHALL BC INDEPEIrDENTLY SUPPORTED WITH B' 4F THE WALL OR CEILING DISCONTINUITY; THE WALL ANGLE OR CLOSURE ,#12-GA WiRE AT EACH CORNER TO THE STRUCTURE ABOVE. PENDANT HUNG FIX- LATERAL 13RACING FOR SUSPENDED CEICINGS STRIP SHALL NOT BE ALLOWED FOR THIS PURPOSE, TURES SHALL BE INDFPENDENTLY SUPPORTED WITH A MIN. OF ONE #2 -GA WARE. QD NO SCALE C7 LU ap s to O Z ► I TIO N G AL NQIU O<C4diiiC4 �G A. HANULE.S, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEIACES ON UJ 00_j DOORS, Wit::�OW5, CABINETS, PLUMBING FlXTURES AND STORAGE. AC - w ILITIES SHALL dAVE LEVER OR OTHER SHAPE PERMIT-TING OPERATION c%0�O BY WRIST UR ARM PRESSURE AND NOr REQUIRING 'TIGHT GRASPING, 'n b PINCHING OR TWISTING TO OPFRATE PER U.B.C. SECTION 3109(c). 3W. B. CONTROLS. OPERRATiNG MECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND ' EN71LATiON AND ELECT jlu - rt :; i RICAL CONVENIENCE OUTLET'S. IN ACCESSIBLE SPACES, ALONG ACCESSIBLE 75,: ,,, ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL COMPLY WITH h 7 a if '� U.`d.C. SECTION 3109(c). P , r,i. II�� •,�� ., ,._ y. ,.yr ` .,,. r•.�,.,,. �. "' , ' �n,�., �� err SSL .. �, C. WHEELCHAIR SPACES SHALL BE AN INTRGRAL PART N' THE FiXED SEAT- - TNG PLAN (8Y OTHERS) AND SHALL BE Di5PERSFiJ THROUGHOUT THE 'y , � ,: � �' 4 � t w;;, , •a r x _ SEATING AREA PER U.B.C. SECTION 3109(t). • , Werk ' Milarrl Oona.or _ .. _.Y... _ ad 1n so mkmkbap torwandaMon 1 well snrwf Faalel/en aala�k ToPlato Anohwaa Sff _. IF- IW L ><11'- .tTfi't1 cx _. .....aj t I6 32'Pyr►oa1 14Go x IA*slrpfee •• 12' � 14d Ni+ae loci TrremeMs a = !l N�L� 2 ;til►CiQ'Jrlywood 'f4 e`�rurloq ,fit cc-tot � �:' 1 , . Wa is��1 - - 1�•- _ _-t4ltitfanll►► Ud Toetllld�r a ELr.srofAERlc F'Alt'r I I Q -- _� to as x i_!T 4 tr a. 4'r'c OVER. ,"t STUCCO ON ea owmnon - 4. -�r _ __- _ lit !._ 9 FF H I U Im Io �„I.".1 WS -`-� 3 115132'Plywood 14 On x I As L41c,1.sas 4• IT led Nails led Trorte►Na or �. RUE3B,.R ROOFING rJ rJ MEMBRANE `r S�___L*.L 14 0#115 sic 1k,4 2.T s' -�-.r We _1►i •ao •A40- WICK 14 C rnnn Nalh► 32 1 Wd2'Plywood 141:33a x 1.58riwae 3' T!' 18et NsNw 14d Ter,cella tx �`rrd.f�w1 t N� l8b is1lla x t.a m rg. r� r p i �_— _ �Wra am 4, t='r►A�IJ 1ftpP� 12;_ ' ;O� TYPICAL SPANISH y� �I CLAY TILE111 1~OCA'(: a. _' 161x2'Plywood 14 ttla x�.418ka{.eaa 1a.s' e• 14w NaNs tied Ioonells ar' t F � 15 Go x ts111Lewfa ir tr &3.117 c yA 7 Vie 13 l 2•Plywood 10d Comm n i/a�s �4�• 12' ��r� 1. ta3d foal lfi nr M �_Q - 14 qe x t.11� _l�._._._._ ' �' as a� _l�� 4•A ar.' S I - -a�'x:�: a�1�' s .1 7 1&W,Plywood ill as x Im ale*@ 2,s• 's"' 1 1 Nadia 14k1 to�rMps or F ftr m, �Ir o�lo -_ •Ali a?' 9Mt3J8' IT . , S tt3d W Pyrm,od 10d Crmaitep Nepe It° r,r 1!f1d tgd ToenMa or - - --- --- - _I3 Oa at 1.6 —3/4'4.8. 24' C F 1 fel lir tlypauerr wen Coeklr hJeNa �• 1' 14d Naas +6d Tor+►k,ar a , Lao d , 1 a� . � 4 - .�'7�" �0 1/r Gyp am Wall old o00l«Nab +M' 4• 1N111% ,, ed felled Toennll. ,, � F 1 • > d ___ i -Y �6 tT fir�+m Waw 5d cooler Nuk r T 1Md Ndl. t4rd toer.aN. a � o MA A ( o� .,• k C Ley r .. __ .3__ _,.,•!�.t0'aro B 2' _ _ _ D 113 int' t3rnaw 1tiad1 m Coo*Nan. 4• led NOW T"Toon,111111 o1 _ [ .. • tlSO -Q�n,c 012— 41-a .Q 72' + �/ 1� Wr orp"upr WAN ad Coola►Nab 7° r tdd No" led t r eW11aNa is act - 1 • Borr,d �M1bk'ckad _ iQ'oJc _ fir � n � C _ TYPICAL BUILT-UP ROOF _.._ i '' T E~ ► (, �i 1'4 eye'avlasum well ad c-Poky N&% ! r 4' led 11,4111114118d T01111111111111a ` ��_�LI �� ON 5/8" PWD. 1 i!f • 9oard �slulalu4ed IQ•ioVc G uaa un r .onw �'� �� Sho*w M Schedule Nous: _--- 1 �► � REMOVE ALL EXISTING BUIL T-UP ROOFING AND FLASHINGS DOWN S. 91,ea1hNcq pagNa Ins►slHed ef1ller(wrltanta,l coy VerHoNNy,x111 penal ed�ss bac,rd I ----- OMd uul aaa► TO THE EXISTING; PLYWOOD .., w011 2•rwrnfaal tbhekad unMw nolscl ee►unblock«d. Mt.ar vrlues Holed aM+► � _.r----- �v!!!!x►t�m�.-,••�+r SHEATHING In I. for 4flwMarn►badhlp. ...� to E -i b r`l! a 2 F smky al Pend edPaa OWN be 3'nor Anal or wkter wtA"a 10d rw k war opeosd + a i 3 kcohea of Ieas,or whole=,thsr mile ate spew►! wr+3' --� - �.. Id Iles I1 on oanlar. a Panni edge r14N oPl►Rss to ail P411101 ardgaa anal to top end boNorr,scplpeala. 4 �i0N�c1Ka+•7P M-ad 71n r� �� o. I'AundMillon OW or brA p nnA ed ere alta)uatrcp 2•nornlnel ps N.d vnWh%Or m* 1d TrJt'fZ.Aid q� y� DOUBLE 2x8 TRLLJ5 wAitout nelcdlknq or c,o>xhl�,iinlck�p M Mw11r, PtowWa Nsndaeaf oYl wrMwr tNtdar �rr�rlllMlL��' ` � _" • DOUBLE AT 32'� o/c fraerl of nulafor boe+&gtoWl, NFW SCUPPERS THRU F r� Fs�oCrtar� PARAPET AT LOCATION - - . e. e 13 i•I�>r►�x 2•F'NREM n,,,y surr►ulule for ed Comnwn Hops a►nI a 14r DM. OlY11kF : . . 2.2li'P• nalgr substitute for ltki(�ortrruayn nem OF EXISTiN AT 3 - -TRELLIS BEA►A x - b"ll VENT AT 6'-0" 0/0 G ( ) PLACES WITH LEADER C Ne - •~�� BOX AND DOWNS"UTS Am I" SIM. � �•.`- GARDEN AND TRPIERS a►w s,e "Coo araaltlta Pumuvdi, oR m" I--�-_._._�_..AAAA_-_.__ _..._ _I i4 alall rilF1Mi.1 M A SIM. --t - EXISTING METAL I _ I ROOF K - LOW T l �- at _ ---�-�.r - f Z NOTE: N rx: - SEE SHEET 13 FOR REVISED ALTERNATE (i o DETAILS Or WEST WALL . J. FiRE WAl_l.,/I'ARAPET Z NORT RP PLAN r� 1� 27 OCTOBER � "T )"""�•- P 1 G - BfJP lief is 21 . X. OU '141CRONLMED i. i 111l�1 111 IIII11 � l I 1111111111111 IIIIIIIIIIIII 111111111111 iIIN111 ik" 111111111pll I'lllllllllll;I 11111111111 1111111Jill11 1111111111111 (llllll�ilill ;lllllin nlllnnilnllnl111+1I1t1n IIn1111�11IIII IIIIIInI.inllinl f111llll11111i!111111111111111111111111 1111IiIIII�IIIIIIIIIII111111111111111IIIIIIIIIIIIIIIIIIIIIII111ImIIIT1 III111111 111111IIl1f1111111111111IIIIIIIIIIIIIi+IiNllllll nn11u1 n1111n1 nnlln+lnnlnl+Iid11 00 1 itlJfifiER R(JGF �) A MENHRAhi _. I I Ty, F_X Tue) 2r` uovm �:-`✓ EA. SK*- y NO PENS TRATI(.*S x TYP M T1 FLASHIN(• 1 YP MTI. FLASHING ...-----"" -- ON TOE- '!AIRF ACE „ � OF STUCCO ON SELF- C T- 14'rm 1/2" GYP. Sim 1/2" GYP. SH TG --"' 1. FURRING LATH ON -..✓y-... TYPE °°X`° TYPE °`X•' i 1/2°' PWD. �11EATHING 1.77 0C'T 4 4" CANT. 4" cmT. -_---.,.- 1/2" GYN. SH TG. OR s - 5/8" GWB TYPE "X" "~-_ •- 8lfµ.T UP R,�- -- -. _� .. .,_------._. .__.. BUILT-U�� IlOOf-'-__- � E%D UP PARAPET 12 CLAY T1 LE ON _ I - FILL IN 5/e" F'WU ---- _---._ , __._ s/s" PWD SHTG. _ 5/8" PWU SHTG. INSTALL 2x4 FIAT ON 7 I f "Z' CLIPS Al, PW8. JOINT 10d AT 6" o/c I I \ r_ r LI X11 d i I id A T 6- o/c W .� z r \ I HWa 10d AT 6" o;'c ---- __ - - SIMPSON LTS10 r r�t1APSON LT'S10 TWIST STRAP _ __�� f I. TVAST !STRAP Ix _.__ � � JOISOTd .q _ �. • _.._.____... _:-- _... _ 'KING 2x6 BLOCKING ►1 10d AT 6" o/c `: }___. 2x6 BLOCKING 1 2x6 BLOC Mgr. 2x4 BLOCKING - .: 2x6 LEDGER 2x6 LEDGER Ea TAPERED -TRUSS BE�•>H JOIST I I y I W a! (3)- 16d EA. � i , 16d AT 8" n/c I _� 16d AT 8°` o/c BLOCK TYP. ( ( I 2x4 FLAT AT EA. STAGG. I' 2x4 FLAT A? EA. - STAGG. \ I JOIST ON •Z" CUPS I JOIST ON "L" CUPS Z .� 1 I S/8" GWH S a G 2 NOTCH GYP. BD. AROUND - I TRUSS CORDS AND FIRE �� 1 TYPE '`X`° TYPE •`X" r011111 a TAPE + I ©J X11 T now EXIST. 2x8 P., PLATE f I 7 V w A.B. AT 1•-6" o/c STUCCO ON SELF-- I `` ST1-CCO ON SELF-- STUCCO ON SELF- ! I FURRING LATH ON FUR N(j L.aTT: �Nl FURRING LATH ON 1/2" PWD. SHEATHING 1/2" PWD. SHEATHING 1/2" "WD. SHEATHING 2x6 AT EACH TRUSS ! I '`�.�- FULL HT. 2x6 STUDS FULL 1.T. 2x6 STUDS / i I NAIL w/ (2).-1 fid TO TRUSS AT 16" o/c At ,6 ' o�z 1 CORDS ---.- - -r 0'—S 5/ EXIST. 5/8" GWB IR 1 EXIS1, _ �A CMU / BRICK WALL - CEILING THE IN --- CEILING T1L_E IN I cr A DETAIL - I_ S'USP. "T" BAR GRID SLISP. "7" BAR GRID 3 SCALE: , 1;/2°° ,. _ 0. �- B DETAILrC"N\ DETAIL_ " 13 SCALE. 1 1/2' m 1' - On 1 3 SCALE: 1 1/2" 1' - 0" 4) 14-8 A.F.F. . lea TYP. MTL. FLASHING '� I T" r I I NEW J ROOF SHTG. - 4°° CANT. _. S 10d AT 6" o,/c . ,.- BUILT-UP ROOF f;XIS . f I " 5/8.., PWD • I ` _ DOUBLE 2x6 SLO(KGNG 5/8" PWD SHTG.----� \ I' -�- —�`-' , - ROOF SHTG. - - -'Pon" _ -AT 71E STRAP ? SEE NOTES DETAIL A/13 / NEW PWD.- "t a SIMPSON LTS10 BLOCKING ' ( \ I fAT CEILING L.'NE _ - TWIST STRAP / 2x6 FIRE BLOCKING PANE-IS l n c� P AN Et. SEE A/7 I (IN AT EA. JOIST , � t EXIST. TJL ._ - - - ` S 1/8" x 13 '/2'° G. 2x4 FLAT AT EA. TRUSSES (4)-2x6 CRIPPIJ=S ! JOIST r \ — 2x6 BLOCKING ✓ NEW . I I II 2x8 LEDQER ---- � � s ;;'8" r ,3 ,/2" G.L. , SIMPSON MS"1160 I I , SHEAR WALL: ) TIE STRAP i I 2x8 JOIST AT 16" o/c `� L (FULLY N 1I FD) i 4 I�! w/ 1/2" PWD BOTH SIDES -�- / i SIMPSON ECC5 1/4-6 I % ` , I'iii i PANEL D WEDGES AND A-- AT POST CAP , Ir !Ili 12" o/c AT FNTERMEU'A'E f 16d AT 8'° o/c �__ _ 2x6 STUDS AT I i I I r I� S1IPPORTt_< I \. TYP. .. 16" o/c / 6x6 POST ! 1 II STUCCO 014 SELF- I' a \ f.URRIN'; I_AT-i Or.i \ \ 1 I 1/2" PM'b. FA-iEA,HING • STUCCO ON SELF � I FURRING LATH ON \ I' NEW F7_ASHING 2x4 BRACE \. I1/2" � � PWD. SHEATHING AT 48" o/c .. . I - 2x6 AT 24• n/G FLASHING F FRAMING ELEVATION - EXISTING RAFTERS �. 13 RE ADD 1EXIST.GYP. H ROOFING "X" SCALE; 1,'4"= 1' - 0" I ° t _ " -.-- - REPLACE METAL ROOFING w/ NEW ._ .. FLASHING _.. ! '_--*. _ FLAS!-LING r., .. I EXIST, 5/8`° GW73 ---'1 _/" REPLACE EXIST. EXIST. 0•' I�NU C MTL. ROOFING - - EXIST. TAPERED TRJSS - .._.--• _ NEW 1`2°' GYP. SH TG, I � ~�' �`-`_ NEW 5/8" TYPE .^�� EXIST. 2x8 P.T. PLATE "�' '- - TYPE X" TYP. " ,4/ A.B. AT 1° -6°° o/c �__ __ ! - _ _w_ -_ x STANWATER REPLACEMENT ONE-HOUR t RESISTANT GINS I Tom'• - -- - - -- - �-+. OVER EXIST. CEILING � c EXIST. CMU �� EXIST. CEILING EXTERIOR VJAI� PARAPET DETAILS -- Sc.E REVISED R001- FRAMING PLAN -- _.(� - NEW S/8" TYPE. SST. �+4 FOR LOCATIONS ' rD DETAIL ��, - "x GINS WATER E 1 --HOUR FIRS RATED SHED R©cel" t1 y Qi-VSCALE: 1 1/2" n - q" RESISTANT SCALE: :1 '4"- 1' 0" �:_' _!� RPASED THIS S!-IEE ADbEQ 27 OCTOBCR 1994 PACIFIC KWY„ 11619 EM)P 94-(Y 5 17 7f 21 NCIU 3 IIICNFI�'LMED Illllll��i 111 �1 IIIIIII�IIIII IIIIIII� 111 IIIII;IIIIlil IIIIIII�IIII! I Iill'Illllill II'i'illlililll�lliillilii!IIII IIII!f llill�l I�Illll�lllll I IIINI IIIIIIIII IIIIIIIIIIIICIII'llllllllllll IIIIIIiII 111111111 IIIlIIIII Iilllllll ItIIIInIIIIIIIInI!!IIIIIIIIIIIIIIIIII 11111111111111111111111illllllilllll{111111!IIIIIIIillllllllllllllllllllllllll! Illlllllill 1111111;�Ilnliii !!I�IuII�IItI��I IUIIIII� II��InII nlll��75m,ll,l��f� f� y., . r JIVIStUN 061E - GENERAL igEOUIREMENTS DTVI: ON FOUR -- MASONRY (continued) DIVISION SEVEN -- THERMAL AND MOISTURE PROTECTION UIVISION CIXTEEN- -- ELECTRICAL A. C,eneroi conditions F All existing CMtl/Brick walls which aro to remain shall berouted. C. Sheet metal work A. Scope Fressure grout existing I"* cavity between 4" brick and 49 (continued) ,�, �, :.m he electrical contractor shall furnish all labor arid moterfol a, `� --- t. These notes are general in nature Grid ore intended to set CMU with a highly fluid concrete/ sand slurry grout having a min - 2. Nolle shall be barbed, hat dipped galvanized steel. required to provide and install G complete electrical system c�s ' nninimum standards for construction The drawings shall imum compressive strength of 2,000 psi. Grout shall be of a required for new and remodeled areas of the btjiiding and site. gown over the notes to the extant shown, consistency to flow into all voids in wall. Pump prest.-re shall 3. Provide all flashings as shown on drawings or as "`� See Reflected Ceiling i-;pn, Sht # 11 fog schematic sighting layout ?J /�+'-�G.�,,� be oloquate to move grout to a!! "olds in wail without co,:.,11+g required to make exterior perminontly weathertight +"`.. end fixtijre schedule . 2. The contractor shall verify all dimensions and conditions damage to the wall or building. Make proper olluwance for expansion Grid contraction, The electric;al contractor shall coordinate with the H V.A.G. on difterent drawings and in the field and notify the arch-- and for shrinkage of wood construction. Cope or ti `� contractor to provide all required interface and connections for iteet of ani discrepancies before proceeding. DIVISION FIVE - METAL flange intersections to fit accurUtely, and solder. H.V.A.C. equipment. the electrical contractor shall provide oil required angineerng I n D. Rubber Membrane Flashing ``�' € design as required to ,;rovi4e a complete electrical systern boseC upon 3. ontrae.o+ to provide all necessary support for walls c d A. Steel _ these sehernutic drawings on i complying with all governing cedes and floors prior to completion of the vertical and horizontal 1. "Rubber " flashing shall tae Gates "Contourflash" or `/' reguicitiur s. The electrical co��tractor shoal secure and pay for t 1. Structural steel to be ASTM A36 welded per AISC ,,,,.".�. 100d systems. equal 6U mil neoprene sheet membrane applied with c all required electrical permits and licenses requ+rea. The elect- manufacturer's manufacturer's adhesive with no penetrations at Fes- ;, rical contractor shall provide any and all required energy code N 4. The contractor .s respnnsible for safe job site conditions. horizontal surfaces �/) j' calculations and energy budgets pertaining to the electrical and 2. Provide all necessary anchor bolts, strap anchors and lighting systerns as may be required by any governing authority. other items as shown on the drawin s or as otherwise E. Stucco 5 All bidders are esponsible for verifying any and all on-- y � In accepting the contract ttie electrical contractor agrees to � • site conditions which effect their work. Report any dis-- required to complete the work. Machine bolts to he1 provide a complete, operating system with all equipment in A rapancies between the drawings and actual site conditions ASTM 307 except where shown otherwise. Portland Cement Plaster (Stucco)) shall be (3)- coat working order at the completion of the project. system Installed in accordance with the recommend- DIVISION 51X - WOOD AND PLASS IJ Y to Architect. ations of the Northwest Lath and Plaster Bureau, Inc. B. Material TICS NWPB . Mix shall be in accordance with the Americ,in � ( < ( ) All n^,aterial ,lead shat. ae new (unless noted otherwise and shal A. Design Loads National Standard S ecificatiuns for Portland Cement; ii,- A. Framing lumber ar.d plywood � P bear the Underwriter's Laboratories, Inc. label or egciivalent. � � � 1, Ro,,i give load -- 25 psf with ro��s'derotion for A4� 2--1971 or approved equal. Electrica; contractor shall provide all rnaterlols and fixtures as I IF 0 drifted snow g g p 2• Lath shall be self-�furr!ri, paper backed wlre mesh ur required by the complete system except those items to be W (- " 1 � ramim lumber grades shall be as follows except where supplied by others es shown on the kitchen equipment drawings. + � � � 2. Wind - ----- - - - - - 80 mph / exposure B shown otherwise on drawings: approved equal system. , LU W ip . Workmanship = ' 3. Sois Bearing --- ---- 1,500 pst (assumed) joists, b3ams and stringers -- - #2 dt beter Doug. Fir 3. Provide control Dints, screeds, "J" - masala etc. as _ •N J 9' All electrical work shall be in accordance with the tJat;ona. Elect-- �10 ► 2 x 4 framing and studs ----- Stud grade Doug. Fir required for a complete ob. ^ q P J ria code, shall be executed in a workmanlike moaner, Grid shall present G7' ��'0 4. Seismic ------- ---- Zone Ili per U.B.C. 2 x 6 rind larger studs ---- #2 Douglas Fir 0 .(ID - bucks. blockingand bridging 3 Douglas Fir a neat and symmetrical apper ronce when complete. ,p Cti 9 9 -- # 9 4, All stucco surfaces are to receive a heavy trowelled to_J G. Construction type to be Type - V--N per U.B.C. - posts --- ---- ------ ---- #1 Douglas Fir texture (Spanish) except horizontal and sloped surfs:es Lighting fixtures . e t NOA YP YP P ( ^P ) P P U. C - plates or sills on concrete ---- #2 pressure treated to receive elastomeric coating ore to by lightly texturwd. The electrical contractor shat! furnish and install _-)inures as des- DIViSION TWO - SITE WORK Douglas r it 3 2 g crlbed in the fixture schedule. Luminaires shall be compiete with CF)(L A. Excavation 2. Wall sheathing to D,F.P.A, 1/2" (15/32") C.D.X. Standard DIVISION EIGHT' -- DOORS AND WINDOWS diffusers where applicable and with lamps as indicated or appropriate. sheathing ------ --- --- - --- --- ------ --- --- Fluoresr;ent ballast shall be Class P and have a sound rating of A. Each ballast is to be individually fused according to vie ballast Olt i. Excavate as necessar, for work shown on drawings or Pp�c - A. Dears manufacturer. ified. Allow ample space for form work. Leave bearing .�. Roof sheathing to he D.F.P.A. 5/8" (19/ 32") Standard h surfaces undisturbed, 19ve , and true. sheathing Index 30/12, lain with face grain perpendicular 1. Hollow metal doors shell be 20 gauge steel. --- -- ------ to supports and with and pints staggered. 2. wxcavate for exterior footings to firm, undistc:rbed soil 2. Hollow metal frames shall be 15 gauge steel 4 K,G. �'TIMEI.`C `��_'r D R I (�a or compacted file to a minimum depth of 12" below existing . Boltheads hearing on wood (including foundation anchor U V U V fL/ grade and 18" oelow finish grade. Notify the architect of bolts) to where provided with standard cut washers 3. Wood `lush doors shall be medium stain grade birch veneer face. - --- --------- gn unusual � except where shown otherwise on drawings. y conditions encountered in the footing excavations ,p g 4. Wood stile and rail doors shall be solid Douglas Fir, exterior grade SHEET CONTENTS l` 5. Glu- Laminated beams shall be Industrial appearance in the configurations shown or approved similar. Provide tempered 3. Backfill and compact all trenches below paved arAas grade, Dougias Fir complying with AITC 117--79 Design glass lite at one panel as shown. with ranular fill. c � �,� .��------_ -.-. _-- - - _ 9 'Standard. Fiber stress in bending _ gall be Fb = 2400 SPEC SPECIFICATIONS psi for beams 15" and deeper and Fb = 2000 psi for 5. See sheet # 3 for door hardware specifications r;r� soh .ie. b. Str,;cturol Fill beams 13 1/2" deep and less. Horizontal shear str-- SP SITE PLAN 1. All fill of building pad to be laid in maximum 9" loose ength shall be Fv = 165 psi. Glue shall be a C. Windows material waterproof type. Multiple grid cantilever span beams LS LANDSCAPE PLAN u7 thickness lifts with e-ch lift thoroughly compacted to 95 percent shall hove full stress capacity at to of beam where p y P 1. Aluminum nail-on windows shall be as manufactured by E.P.I., � of maximum density as determined by laboratory compaction top is stressed in tension, and shall be comlirnation Ivlilgard. Mercer or approved equal. 1 FVUND.QTION PLAN / DETAILS t� test AASHO 1 -180. 24F-V8 or 20F--V8 according to depth noted previously. .4 in��oll complete floor framing and sheathing tgf�g backfilling Provide standard comber pf 2000' radius for beams not 2. Install Owners (7)- panes of insulated glass (5'--3"f X 4'-6":f 2 F'.00R PLAN at basement walls. otherwise noted. in new aluminum nail-ori sash. --'� 3 DOOR SCHEDULE - FINISH SCHED./SPECS. 1 C. Pa��ng 3, All windows shall be glazed w/ 1" nominal clear glass except where ' B. Finish lumber noted otherwise on window schedule. 4 ROOF FRAMING PLAN 1. All paved areas to receive 2" minimum compacted thickness of 1. Exterior trim boards to be clear cedar in dimensions as shown 4 i rovide safety glazing as required per U.B.C. Section 54-06. Pru-- SECTIONS c r , hot mixes: asphaltic concrete over 6" minimum compacted rock base. Uj 2. Interior wood trim to he clear oak. ►de glass In thicknesses and strengths as required by U.B.C. fcr - --- -- -- - - - - 4•-' 2. Asphaltic Concrete to meet Oregon State Highway Division Spec- applicable sizes and locations. 6 SECTIONS / DETAi_LS = 0 ification Class ":." C. Nailing schedule _--- ��--_- 5. All aluminum shall be dark bronze anodized. 7 DETAILS DIVSION 7HREE - CONCRETE WORK 4) 1. Framing lumber to be nailed as follows except where _ 8 DETAILS_ DIVISION NiNE - FINISHES - see Sheet # 3 for specifications __ A. Concrete shown othwerwise on drawings: __ -____ ____- _ 9 `DETAILS t 1, he A.C.I. Standard Specification for Structural Concrete - joists to sill or beam - ----- - �3 - 8d DIVISION TEN - SPECIALTY ITEMS - --- - ______-_ - - bridging to joists & blocking - -- �2� - 8d ea_ end _ -__._M - ___ ____ 1 0 ELEVATIONS for Buildings, ACI 301 shall be followed except for items sole plane to ioists - _______. 16d at 16" o/c -- --- ------ -- - -- specifically stated otherwise. A. Toilet room occessorle3 '` -- top plate to stud - ---------- �2) - ,6d end nail 1 � REFLECTED CEILING 7_-LIGHTING PLAN --� - -'--- - -- „ a er towel dispensers, toilet tr dispensers, sea dispensers, -�-- P g ` 000 c of floor slabs and - double stud 16d at 24" o u and �. !�+in;mum cam ress�ve strength of concrete at �8 da shall P P P P P p• ed b the 12 ROOF PLAN / ACOUSTICAL CEi LI N G NOTES - stud to sae plate - d toe nail 1 ` -- �--"----"-- "- ---- /� waste race tir.Gls are to be supplied and instal' y I be 2,500 psi at footing.. and p double Irate ------ ~- _-`- 16d at 16 o/c g wails. Maximum slum shat, be 4". to P l / general contractor. _ P -- top pl., lops & intersections �2 16d ea. enc; cont. heauar to stud -- ----- 3 8d toe nail 2• Toilet stall grab bars shall be supplied and installed by the General •'� 3. Clean all footi-ig and slab excavations of loose material - ceiling joist to plata ------- - (3 8d toe nail " " oc� before pouring c+�rcrete. -- rafter to plate -------------- (3 - 8d toe nail Contractor. Bars to be Bobrick #68UF x 36 & 42 a.. shown, or _ -... -- approved equal. built-up corner studs ------ ---- 16d at 24' o/c _- 4. Backfill all pipe trenchcc beiow footings with lean 3. Toilet room mirrors shall be suplied and installed by the General ;sorr concrete. - 2. Plywood wall and roof sheathing to be noised w/ 10d comm, nails tractor. Mirrors to be Bobricl, # B-165 2430, or approved equal. at 6" o/c cit all pones edges and a'. ise o/% at all inter P R O c n E� sT ^[��F�jR (�� A T I�N � C B. Reinforcing steel for concrete and reinforce< hollow masonry mediate supports unless shown otherwise on drawings. B. Toilet morn ^artitions shall be Accurate "Concord" baked enamel on steel, I� �jJ (J Ij�`� {T'y��/jJ N. floor )unted - headrall--braced units in standard colors. Provide lay- 1. Al: reinforc;ng steel to be ASTM A615 GRADE 40. 3. 5%8" gypsum wall board to be nailed w; 6d cooler nails at out following the floor plan and complying with all building code and at #4 ,nd less, GRADE 60 ^t #5 and greater ?" o/c at all supports. accessability require►nents and codes. S1T�_ DATA i 2. Welded Wire Mesh shall conform to ASTM A-185. LEGAL DESCRIPTION SE 1 /4 SECTION 36, TOWNSHIP IS, DIVISION ELEVEN - SPECIAL EQUIPMENT (by others) �- 3. Lap all continuous bars 30 diameters minimu-n. DIVISION SEVEN - THERMAL. AND MOISTURE PROTECTION ___ -___ RANGE 1 W, W,M., TAX LOT 500 -a -- __ �_ ._ __�_ _ -----___.--__-------_-------_- __-. _. _-_-..____--------------_- _____ __-._- - WASHINGTON COUNTY 4. Prov'de 24" x 24" corner bars to -notch horizontal reinforcing. A. Roofing DIVISION TWELVE - FURNISHINGS (by others) V W a 5. Place and secure all reinforcing per A.C.I. standards, and maintain 1. Built-up roofing shali be four-ply, fiberglass reinforced, fire ADDRESS 11619 PACIFIC HIGHWAY resistant DIVISION THIETEEN - SPECIAL CONSTRUCTION (not used) T�GARC ORE!'Oh� spacing and clearance requirements. ___- _ _-_. - ___-.._.___.. _. __._ �,� -- Submit alternate proposals for n single ply EPDM roof -� system to the general contractor DIVISION FOUi'.TEEN - CONVE',",NG SYSTEMS (not used) 17 ONING C-`7 GENERAL_ COMMERCjA�_ 2. Clan the shall be one piece "S" Mission type as manufactured b� A. Structural concrete masonry units sl��ll be lightweight y P � c � units conformingto ASTIA Spec. C-90 ;rads '� 1 Maruhachi Ceramics of America, United States Roofing the Co., or DIVISION FIFTEEN - MECHANICAL LOT AREA 3C) 5')E sq.ft. + �►, ,q p equal including all required eave closures and other accessories -'� -- � A P � I• � �, � � f m shall be 1350 psi at all walls on� 1 SOC` psi of all solid grot ted structural element; (lintels, mond beams, for a complete installation Der manufacturer's recomendatlons• A. Heating, Ventillation, and Air Conditioning system design is EXISTING DEVELOPMENT _ columns, jambsm etc.) -- --- 1 be provided by the contractor In strict compliance with all B. Insulation governing codes and regulations for approval by Architect. EXISTING USE RESTALIRAM P_ Grout shall be highly fluid c.oncefe made with 3/8" Contractor is to secure all required permits and approvals. r - - -� max. sized aggregate and having a minimum com res-- 1. Exterior insulation at new wood framed walls to be BUILDING AREA 3,354 oq.ft. ASSISTANT C%lSt ENG R. 9 P Entire system is to be warrantPed for a period of one sive strength of 2,OOOpsi 5 1/2 (R- 19) glass -fiber batty. year from date of acceptance by owner. H.V.A,C. con- PAVED AREA 23,552 sq.ft. OREGGN STATE HWY. Q1V, C. Wor'^ shall conform to U.B.C. Type "S". 2. Provide new 9" (R-2a) glass--fiber batts above all tractor shall provide any and all required energy code " " --bar ceiling areas. and heat loss calculations pertaining to the H.V.A.C. I._ANDSCAPLD AREA 3,662 sq.ft. = 12.0% D. Wail construction, grouting, suspendedTng, and support of system and building envelope as may be required by any reinforiang within the wall shall conform to chapter 3. Rigid insulation to be polystyrene foam. governing authority. PROPOSED DEVELOPMENT 24 of `he U.B•C. C. Sheet metal work D. Plumbing system design is to be provided by the Contractor PROPOSED USE RESTAURANT U.B.C. OCCUPANCY A--3 following the floor plan layout. Plumbing layout drawing- are ILDIN� AREA g ft• 1 1, Galvanized steel shall comply with ASTM--A-93, copper schematic only - Contractor is to provide all required approvals BU 4,81 � q• (1 .465 sq.ft. ADDITION, nearing base metal, corrimerciol weight zinc coating, and permits. PAVED AREA 18,860 sq.ft- L I 26 gauge mirimum or as shown on drawings. C. See sheet # 3 for plumbing fixture schedule. LANDSCAPED AREA 6,889 sq, ft. -- 22.5% C PACIFIC F•NW SUP 94 0.305 18 OF 21 NOV' 3 194 MED IIIIIIIIillll�l llilllllilill I IIIIIII�IIIII r IIIIIII�IIIIIII III!IIIII�I�I I III�I�II!II�I I I�I!III�I�III�I I !I�I!I �I�I�! I I!I !Ip!IIIIII I III�I!I�I�I!III I I�I�I�III!I�I I!Ij!!i�l! III INC" MAOI IN C WA It 1 14 _ 1iIIIIIiI Ilnlinl IIIIIIUIInII!fn111IIlIIIII IIIIItIII nIl';III IIn{IIi�IIIIIIIII!InIifIInIIIIIIiIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIiIIIIIIII;Ii!IIIIIIInIInIIIIntlnllllll►Inll�ln IIiIInII nII�nIIllnl�li�ilinlllil�Illlnllllnlnnlinlllnllnnlllnlinillllllllllllnl►IVa KEY WILL EROJECT IN! QQMA1!_QN d NE.W x.'• {'I'Iif'ERATED FOOJING DRAIN IN GHAVEL./ROCK ( � A,+ Ct &SPHAL TV PAWINv - f 41c TIN(; , "FRE NCH DRAIN" CONN «/ SOLID PIKE 10 S IORM DRAIN WILDA16 �j NEW J'" &gP"AL K' COW'Rtlt T'AVWG AT LOCATION L>f LEGAL Df sr;►►-TION ;E 1/1 SLt-n(>H !6, TOWNSIIII I5 PROPOSE0 USE RESTAURANT EXISTING HAVING; . ROOF AREA [6,900 sgTt (F 11ANGE. 1w, W M TAX 1.01 `>00 [I►i511NG yN+�CN tS Tt? aE Rkllllvll0 Ch?NN TO EfASE � EXISTING FIRE HYDRANT wAS►+INGTUN CUUNIY PROPOSED PAVING ♦ W04 14.589 sq It � �•� �'� �--� Rte► - BASE TC St RfSHAPEO Aldi? CONPACTLD A5 WILDING AREA 4,019 sq.1t. (1,46'.5 sq ft PRC1P05EU ADDITION) f.�1 RfQU*ftD TO DRAINACj COWIGURA110N GVM GARDEN WALt - 4 ..6" WCH WITH WOOD TRELLIS STRUCTURE - NEW ADDRESS 11619 PACIFIC HIGHWAY TIGARU, URLGON PAVED AREA 19.770 gq It � AV%Ar"IM_ CtINI I't PAMNG EXISTING TO HE REMO .D uE� LOT LIGHT ON POLE EXISTING TO REMAIL IN PLACE HARKING REQUIRED - I `.PACE PER 50 sq ft DINING AREA ` kf* A fAtVJN 4� \--•-� s Il I.ANDSCAPEU AREA ' f - 196% q ) _______._ _..__ _____-_ -__ f LOT AREA J0,`�ti8 q r 5,973 sq t (2.SSf5 s ft 1911 ACt'ESSABI.E PARKING ACCESS x'SU 6'x 19' / NEW i SPACE ER TWO EMPLOYEES lS LANDSCAPED ARE - t >,IS11NG / OR REMQOELED - SEE LAND-- ZONING C•-C GENERAL COMMERCIAi " (6) '-^-~' " s� SCAPE PLAN QE.L1 Lt�P�Et,M[_.NOLU TOTAL REOU1REU _--.----- - 52 12 ACCES&E PANKING STALL - y'x 19 MATH STANDARD SIGN CLFA11t V N;1&.E TO A PERSON PARKING IN 11-.f SPACE ANDLSO LANpSCAPINC BEHIND GARDEN WAIT TO BE COMPLETEE� BY OWNER t.kISTINL DEVLLOPMENT 1- ALL UTILITIES ARE EXISTING IN P1 ACE AND NUT REQUIRED TO BE PARKING PROPOSED REGULAR 5PACES (MIN 8'-6"II 18') ___ � �� % R'K M4ED WN 1Nk INWRNAI)ONAL. S1bBQo OF ACCLSSII;011 CHANCED OR RELOCATE[) MATH IRIS PROPOSAL - WHF.ELCHAIR ACCESSABLE (MIN 9'x 19') 3 \U'S� OKKATING THAT THE- SPACES ARE RESERVED FOR PERSONS f" EXISTING 'ISf. RESTAURANT ---w - PSE EXISTING PO_E SIIiN TO REMAIN IN PLACE - COMPACT (MIN 8'-0" x is'•-Q") - ?1 (39'X) •O ON D ISABILE(' PERSON PARKING PERMITS. AND BE DESIGNED �_._� BUILDING AREA 3,351 sq ft 2- ONLY EXISTING OFF-SITE NOISE COURC IS PACIFIC HIGHWAY TRAFFIC; 10 STANDARDS ADOPTED BY nIE OREGON TRANSPORTATION TOTAL. PROPOSED ------- ----- i_ SLOPE NEW A.0 PAVING TO DRAIN - NOTE SLOPE A C FROM TOP Of 54 CO7MW`.%.V0N �"AN ACCESSIBLE. STAT(. SHALL BE DESIC•NATELI 'QAC SIDEWALK CURE! tl 2" AT ACCESSABLE PARKING SPACES AND AISLES � 3-- MERE ARE NO TREES EXISTING ON THr.. SITF MATH MORE � 45 sooq �� / PAVE 0 AREA 23,552 sq fl AT A MAXIMUM SLOPE OF 1:50 THAN 10" TRUNK DIAMETER AT A POINT 48" ABOVE THE SEE LANDSCAPE PLAN FOR OTHER F X'STING TREr_; �/ � ��'� ' A l:G ° T 19f94 � ,A►�' AGt'>tS9l@LE VAN PARKING ACCESS AISLE - J;l . 19' EXISTING STLANDSCAPED AREA 3,562 sq It 120%� (�f?M SEWER UNE IN STREET LQNSTR I .T1Of`l E[jOSIUd CQHTHfJL ` E xl,T1�lG BILLBOARD SIGN ` ----.-----..---.. NEW STORM DRAIN LINE TO STCIP•M SEWER - SIZE. SLOPE. LOCATION AND CONTRACTOR SHALL TAKE PRECAUTION ' TO PREVENT EROSION OF SOIL FROM /r) 81ICC,YUE RACK - NEW MIN CAPACITY (4)-• SIKES �C,� POINT CW TAP-IN SHALL BE DETERMINE^ BY THE PLUMBING CONTRACTOR THE SITE DURING ANY EXCAVATION INCLUDING BUT NOT LIMITED TO THE / C (�^'f FOR THE MOST ECOMOMICAI INSTALLATION TO MEET REQUIREMENTS OF INSTALLATION OF STRAW BILES AT THE BOTTOM OF THE SLOPE AT THE -_� CATi('H BASIN - EXISTING AT STREE/ SOUTH PROPERTY LINE DURrRING CONSTRUCTION OF BUILDING ADDITIONS CATCH BASIN NEW THE CITY OF TIGARO � } SEE EROSION CONTROL PLAN ON SHEET "LS" / CTN PARKING LOT STRIPING - NEW tp � CIF CHAIN-LINK' rENCE AW GATE - EXISIING - INSTALL NEW SIGHT 0I9SCURING SLATS CWE� SIDEWALK - EXISTING CONCRETE TO REMAIN BUILDING ON Q ADJACENT � � U Wz TRASH DUMPSTER / DELIVERY AREA (EXIST CONI SLAB) �SYNN� SIDEWALK - NEW 4" CONCRETE PROPERTY "1 W 2 OR111EWAY APPROACH - NEW -• TO BE CONSTRUCTED IN STREET SIDEWALI< - NEW I WIDE CONFORMING TO SPECIFICATIONS OF , /- +„IW d 1\� ACCORDANCE ON NE SPECIFICATIONS AND REQUIREMENTS < THE CITY OF nGARD AND/OR THE STATE HIGHWAY DIVISION OF THE STATE HIGHWA" LN\ASION "AC 'SIBLE ROUTE DRIVEWAY DETAILS - OPTION " A" - SEE SH RC-1 5WX SIDEWALK - F:;,IS'ING CONCRETE 10 BE REMOVED _- -- ___-- FIRE SYSTEM A f ' `E EXTRUDED CONCRETE CURB - EXISTING I - _ __ . f� WME EXISTING WADER METER - ADJUS' HEIGHT TO NEW SIDEWALI< AS REQ ADJACENT PROP . < POST INDICATOR CBE E4r EXTRUDED CONCRETE CURB - NEW ✓ _�_ VALVE -- ` \ -� �� j ECX EXTRUDED CONC'R'ETE CURB - EXISTING TO REMOVED I fes' EXISTING PAVED DRIVES/PARKING SIAMESE PUMPER \ ty 1 \ ON ADJACENT PROPERTY ACX 10 FHE tp LS _H W EXISTING PLANTING ON ADJACENT PROPERTY GAS VALVE 2 /T _ S 00' 16' 01' w 225.93' \ q L 0<01 409 sws I& 06©0 ECN - . ECX d lS / ECN �' SWN C' ul \ �n / �iT. 2 \ IV ACxy 2 Z� \ COMPACT COMPACT COMPACT COMPACT T COMPACT � COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT o- Q � ` WA rl / I i (5)- AT 8' 40' I 4 - AT 6'-8' = 34'-8' \ 4 - AT 8 - _ 3 O' (5)- AT 8'-$" . 43'-4" (4)- AT 8' _ 4.. CB NEM/ '^lp <^A��\ -- - --., --- 0 32 0. 23' M H S SAC / RI (RAIN.)40 5' STN SSN SSN IF ZZ STN CBN� r' ,,,��.�..• �_ -�•--- /-- __--f'` ' � c: 2 '- i c� oo ACE - --- Z U C I -- --v I 31 ;n I ACN % ',1 ¢ < n I � SEE D AWINGS 1"t CURB FACE--` '� \\ I < t ap BY OTHERS I I 15' 0 3' 24' 18' �.,8,.t 1 2a' I 19' S' 8'-8"AL`0 '0'-0" EXIST t6'- 6" �' n f —� _� -.� _---------_- _�-----6 ' ADD ' i ��/ EXISTING TRAFFIC 3� -_- 15, --- ECN -6 ' CURB FACE - - \ / iSI-AND -I ____---mss'__ � - --._____--- `' �- � 3 .` •,,�.. / \` Ls 00 `�-5 ECE. eo (CN ,,WN � I \ •� ot7 _ —_ _ r" .� _ _..__-- - ---__.__._ � PSE' / - ,� , EXISTING FRONTAGE 0\ - * `M ACX APA gg pp �p FDN FDN ROAD LLE ea ' `�00 00 on / SITGN '< I •r `�- - _: _4c_ 10 F C14 7 ADDITION , APS r <-I APS - - ACt (VAN) < 'o / i \ ` \ SIGN I APV l . / 1 A m - \ --- - �j / / / / FDN a. , 3 / j / AnarlDN o --- -- -,- - -- -- - / / / / / / / 'X r cj ••-- co '` O / / / \ R I z < ~ ECN C E � I tJ T O / EXISTING RESTAURANT BUILD1:�G/ ' / / / / __ '~ o { uo \ ACE o / / 1 I TI ACX G ..j / ' < ° co _ c�P SSC' m ,/�/� / / e1 *� I 1 - N N o is LS N - -r w ---- `.- t r� EXTEND SIDEWALK 10 C) ;� -- - --- - I i u j �/ / �, / I ' NEW DRIvEWAI AT / \` ADJACENT PROPERTY �.. TN /// r U CL - -' -- ------- -�--------- /;�' / LAO _�. ah DA / � � DESIGNATED RE':YCLING >- AREA �n S 00' t6' 01' W 283.54! LS - .n APFROXIMATE EXISTING -- / GRADES AT EXISTING - - Ia' 34'-ra" 16 -6" _ e' 40'- r? PA'ANG - FROM TOFO- EXIST I EXIST _ ADDITION GRAPHIC SURVEY BY SP I T ' PAN I CLF CENTERLINE CONCEPST, :;TANKARD I nIC Ar 2/07/94 CJP SGAtE , ' - 10' - 0" �r�-- ACCE SIBLE DATED __1__-_ M AT ACCE�� .AI�,� PARKING � ' SIGN 1 2" MAX STEP c - ' AlFLUSH C1J" �.� , NORTH - - --- NOTE EXISTING GAS, WATER, SEWER hS�!'+TANT DISE. FNGR. XIST[NEI(� —� ADJACENT ON CRETE I AUJAGFNT AND ELECTRICAL UTILITY HOOK-Uf`S OREGON STATE HWY. DIV. >it nI [WALK PROPERTY ARE_ TO REMAIN IN PLACE AT EX15TING A.C. PAVING ' 1 ('� LOCATIONS ON SITE AND AT 9UIL.DING UTILITMmLr SLOPE I HIGHWAYIERIGHTc OF WAY TED AT PACIFIC /1 ' - MAX I AT ACCESS REVISED 27 OCTGBEI' 1991 1 ..�- ' L I--- AISLE I 1 2 RE�TSED 'S JANUARY 199 rA"� A �`�� ai5l..�QECTI�7N ..� � J y i PACIFIC I-fWY , 11619 OUP 94-0305 --' 19 OF 21 MICAbN' LMED IIIIIII1iIIIIi IIIIIIIIIIIII I IIIIIIII111I1I IIIIIJill 11111111111111111191111111111111 IIIIIIIIIIIII IIIIIIiIIIIIIII I IIIIIIIIIIIII I IIIIIIIIIIiIIiI IIIIIIIIIIIIII IIIIIIIIIIII) INCH MAGE IN CHINA 3-- T -..4-' �' IIIII'II111111I1111 IiIIIIIIIII IIIiIIIIIIIIIIIIII IIIIIIIII IIIII!III.IIIIIIII I III I IIIIIIIIIIIIIIIIII IIIIIIIIIII IIIII�IIIIIIIIIIIIIIIIIII IIIIIIII II VIII II I II ILII llll l'IIIIII IIIIiI Illlliilllllll!Iil IIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIllllllllll .� fi .. vl . • , , ,w 'IM",Y"'Ry;' �" 'S,� , .. t' ' ,.( �5 4i" !ti+" »..a....� � 1' i` "r � .'r'' ' `„� +�, r4 '1. {, "_'"�"".�tA}t �. �� :' �°''F'".. �,`M f"�`r ^s;Ii►:,�' ' Tfv 2 GE14b4AL NOWS: :6 - r- 1/2" NOW. ACCESSIBLE ROU FE_ DRIVEWAY DETAIL 1. COiTRACTON SHALL SUBMIT TO THE ENGINEER MATERIALS AVID SHOT' DRAWINGS U5E TO ORDER R / AND FACII=CONSTRUCT MANHOLES, BASINS AND DE-TENtltahl 2. IF FIF_LD CONoinONE ARE DIFFERENT THAN INOSE - - -- - SHOWN IN THIS DRAWNG, CONTACT AND NOTIFY �-- L URB L INE SIDEWALK THE ENGINEER, THROUGH K - •s' DRIVE WA Y ZONE TO MATCH E.X rG. DRIVEWAY Y -._ _ .� RAMP TEX TURF I^E TAIL 3' MIN, VAR. SC Q MAY. — 1216 MAX. CHANGE STD. CAST IRON—, RAMP TEXTURING iS TO BE DONE *04 AN EXPANDED � COVER AND FRAME MATC��EU +�4% MA , IN SLOPE O 1p METAL GRATF PLAID 4N0 REMOVED r'>ti�Ovsl w�r C(aN(>?E'2'. � VAR. INTERVALS (SAG) �� ' FIN. GRADE ; TU LEAVE A DA44OND PATTERN AS SHOW V. TME LONG AXIS OF THE DIAMOND PATTERN MAY BE PERPENDICULAR QF . 5TRFE T ANDPARALLEL11T(' THE CL1Rf3. GWC'OVES SHALL (3E 1, "1` DEEP Z% -- 8X MAX. CHANGE y t I _ _ _ , TF r •__ IN SLOPE O 10' MAX. 27" FROM SL- FAME IN VAR VAR. _off MAX INTERVAI S (CREST) TOP OF FIRST STEP NON-.SHRINK. TO TOP OF CASTING GROUT STANDARD 48" ---ECCENTRIC TRIC M.N. SHOULDER GRADE AS REQUIRED-� - CURB —'�� SEE GENERAL NOTE ;} SECTION A --A I M.H. RISER '`� 1 i)P b 48" FOR PIPE PREFOF?MED or Ste (zv. � z 24" OR LESS — PLASTIC ¢' L / 2 W _ TABLE ABLE A m 60" FOR PIPE ` CASKET 00 J _ - K Z - b c Q� 16� l 27 OR LARGER G p � _ o NO — - � t a ---�' 5 8X 5' 5" � � E :�`'' 91>; 4 1 2' 4 1 2" SET I N FRESH R 11, �It r / / CONCRETE & :2 �r �j - 10% 4 1 2' 4 1/2" GRDU T \ o v C PA7 TED —� / _ / / r - 7X 4 1/2' 4 1/2" 12" MAX. FOR o G o Q u 'f �-CRUSHE-D r ` P 6 — r 4 \�' ,ROCK " CONC. PIPE , ''t ! G 9X 4 '1/2 4 1/2 ` v a 3 112' 3 P V / UNDISTURBED lox 3 112' 3 1/2" c 6'-0" A04 'v '' EARTH �" 4 3.0" _ 12' LA YF"R 916 2.0' 2.0" COAIPAC TED BASE MATERIAL A lox 2.0' 2.0" SEC T.19N A —A 00 STANDARD 1� 10 816 r.o' 1.0" NOTES: Au PRECAST e NSM _ 9x 0 - STORM D RA l N CONFORM TO EQUI�ENTSA of A STAT/ C-478. ALL POURED IN lox 0 0 PLACE CONC. SHALL HAVE A 28 — MANHOLE 2 DAY STRENGTH OF 3000 PSI & TABLE A I S BASED ON 1" MAX. DRIVEWAY !- 2 -4 SL UMP. DRIVEWAYS WITH CURB LINE WALK SCALE: NTS C1 i LIP. IFA 0" LIP IS USED INCREASE �. NOTES: "b" ,5 Y 1' AND "c" BY 1". (.c�`rt DRG'. 20778 FC,? il'ETAILS AND DIMENSIONS NOT SHOWN) � 1 1. 3' MIN. SIDEWALK WTOT74 WITH SLOPE OF c � 0.02�ft. IS REQUIRED THROUGH DRi VEWA`'S. g 1 2. USE b" FROM THIS DETAIL SHEET OR FROM STD. DRG. NO. 20776, WHICHEVER IS GREATER. B 0 D 0 T STANDARD J. ZX - SHOULDER GRADE = 12% MAX. IN SAG � � La DA DRIVEWAY AND SX MAX. IN CREST. 4. USE DRIVEWAY DETAILS SHOWN ON Sm. DRG. WASHINGTON COUNTY OVERSIZED--,,,\ T NO. 20778 IF DRIVEWAY DOES NOT HAVE WROUGHT IRON i.R WELDED STEEL D E 1 A L SIDEWALK RUNNING THROUGH IT. FP.AME AND GRA TT-S SCALE. NTS C N 0 TES: - 1. CONCRETE TO BE 3000 P.S./. i N'J 1 STANDARD MANHOLE FRAME- 2. EXTERIOR WALLS MAY BE POURED �p W GRATED INLET COVER NEAT AGAINST THE EXCAVATED A A , 0(-SIGNED FOR TRAFF7C FINISHED GRADE SLOPE. LOADINGS �+ RIM: EL. - 3. ALL BACKFILL AREAS SHALL BE 1' �p 40.5n IN THE MINIMUM DIMENSION AND MIN. ) COMPACTED TO 95% DENSITY. B � CAD JOIN 7. OR QzTF T� KNIFE JOINT -- 27 MAX. TO N TES: ALL PRECAST SF_CI70NS SHALL 4'-6" - TCP VIE W FIRST STEP CONFORM TO REQUIREMENTS OF ASTM C- RIMS 43. 70 4 8. ALL. POURED IN (MIN. RIM=2.,8r BOLT CHAIN PLACE CONC. SHALL HAVE A 28 ao .� MATCH Ex!ST �• OVERFLOW: EL. 239.29 TO CONCRETE DAY STRENGTH OF 3000 PSI & 4'-0" 2"-4" SLUMP. � � I � GRADE \ - — .a J 12" DIAMETER CORRUGATED - METAL RISER BOL TEDTO WALL S FT, DI METER 3'-6" 3'IN, _ 6" WALLS MIN. MIN, TYPICAL " LAS) 77 00 STANDARD MANHOLE W z ' load --_ �� RUNGS - 12" OC e 7 � Z _ - r /' to 0 115 L.F.-36"O 0 ' -GALV. ChAIN CL V C-76 CSP " 9 --� 200 LBS CAPACI TY USE CI-ASS "B" BEDDING I 36" RCP SLACK WHf.IV A��L) 3/4"(-) ?ANULARcc EYIS71NG 12"SD GA TE IS Di)WN BACKFILL p P n �� , 12 PVC IE-236.21 r.. IE=236,201 0 .S=0.3X (� IE-236.2 S-0.005 " `.. 5 _ DATE 0�"v 3- �f _ I 8 VIA EAS 1'•-OPEN `;HEAR GATE r FLEXIBLE COUPLING 12"X 12"X8" o FOR CLEA NOLJ 1 A rr�SS AS MANUFACTURED ASSISTAtIj DI:T. ENG'R. FABRICATED I �4Y M & R SALES CO. WC SEATTLE WA ORtGON STATE tiW11�• DIY. i I.E.=236.29 CORRUGATED �?R APPROVED EQUAL. PROVIDE 3" !E� -�- �`�`— --� , ---__ __-1 METAL TEE URILL.ED ORIFACE THRU GATE 236.86 1 ----REG CONSTRUE.' T70N DETAIL SECTION e•-Q SECTION A - A � Z DETAILS PI 1• r � • � Q 77 _ STORM WATER ��LT QUT EXIST 12'SD `\'L-. ;TANDARU MH PER _ 1/2 DlAME1•ER � U b Ci � �� r, d � � -'�. � o UOG . Ahlti GROUT ENDS INTO C 1 WEP H O `' ° tJ U fJ ° O �' �_a O t> D T N T 1 D N YS TEM NEW WANHOLE. OUTL.£T SEE PLAN NEW OLE n O U o q p r £ ELE V. MUST 9E EQUAL � G � U p o U o TO )INLET T EL Ev. SCAT_£': NTS �.-.._.....,-.._-.-_.....-�-,_.---_...�••-..-._........__--_.---_ter_-.._. __ �--.-.-_ .�..-.-._.__._..- .•-.__�. _.•_.--._..____•----• r..,rr „ ._ ��' ,l AP rTFI(, Fi►�yy � ---- ____ _._ ..,....mow,- -*•----.».-�..-..... ,,. _r._..,,�,,,,r..r.__._. _ .� Pr /A� �-~ BLIP 94-0,1M C- r T N H M I' 20 OF 21 ' `� a:R �■�� + y NOV 3 1 4 ICRO MED �� ISI ll �►�� (� �� I�I�I�I�I�I�I I�I�i�l�l�l�l �il�i�l�l�l�l 11111 11111111111 il��fitntl�i�i u�ihui�imf�u��nnlnn iuilmi milun iiniui� itulnu inilunlniiln�ibniluulinileiulii�,Innliiiili�nluul�!►il�!iilnnlunliui�niilniilni�lniilinilini ii�ilniilinil�,nin�ilnnlni�Inniinillniiniiinn►m�!nmm�l�lulnni�iiiir�ii •�. x�>1�� LANDSCAPE SPECIFICATIONS _ ARr PROTECT EXIST. CATCH 1�. ' f ar`' �• `� / ------ __. __-. . _..._ _____ ._._._._..... `�� L_--�R�S1QN ___.._QN TROL SALES WITH TRA, r 1.1 ;cope: Provide all labor, rrsaferiols equipment an related i, , HALES DUBBING CONST. �. ,� ;�. :1 � y � and �i�.e:a t.ksa+�r� `` tr furnish and instal! all Iandscr,- ;n indicated on the drawf� 3r s eciAte, M; N *• .,.x'"11 "` Grao,'nq and CWainage Svticontrac. ar(s) are responsih a t obtain -_ _ _. — ` �J. ._� . 3 !;1 `� ! d r 9 gs r J Rj� 'Idinq Department appro4'u! and maintain facilities as directed. - • �. =per. `` `� , , n• ape Contractor i3 respon,94A- a frit final finish grading, sail t herein. landscape\ ..,.•... ". ♦+rye "� p shrubs l r v% 9k• r :�; preparation for trees, shr on 1 s"Ai g and plont'nci of trees, shrubs yr a Ttmporvey erosion sedimentation control facilities shall be con �� q y' r,..� !� seeding. r!h structed b iocin siltation control filters around swales not - Y P 9 NEW C.B. NEW C.B. gin �; __rte -:�� Rough Grading: Final rough grades including the construction of berms will be oro! or tY►Ot+made\ and arta+: be maintained in a sotisfac:tory, Con I `~- +dit;ion ur,ttir such tir4la that land clearing and/or construction at \ z. -,r' ,%''�` _-� _,, r.•- �,� established by the General Contractor (i3 inches finish grade;. -- ��----- permnant dca nage 'ac;lit;es are completed, operational and themL__�- r*tur'ned to or1gina' c. . grounconditions, � ___.. . _ _.._._. ' F inisr Grades: Finist, grades will be established by the Landscape Contractor, C1 f4i. Provide and -maintain temporary sedimentation collect;on facilities c i! i I ' Site Maintainence: During all !vndscaNe «otic; keep pavements, piontsrz and to insure sr,iiment +acien water does not enter the natural i-ainage ' buildings clean and unstained. Keel) worw areas ;n an orderl j condition. Rernooe s;)item, These facilities must be in operation prior to clearing I �" A DITI. . I ai; +fitter end waste material from site. ----- ona buDdirig construff:on, and satisfactorily maintoinea unti; the I ''' �` i . :, ,;i r. �"' f; �,. / \ \ I TREE GUYS (PAUL EROS. ti ', 'i ,, , ','�//%/f ' OR E0.) INSTAILED PER poler�t al to +urthet on site erasion has passed. �;�•� ,fr; �rj;�i�' .� 2I MFGR'S SPECS. Warrrnty. Warrant all plant material after final acceptance for duration of one (1) ---'- i eFtc,wN Al TOP o: ) 1 full o►. Replace last material of same size, condition ar; RooTt�Au.. �_•. Ye P P d kind as specified Ana straw belle barriers used shatl be inspected immediately after , / PROTECT EXIST. CATCH i! ! 2 x 2 x S' min. STAKES in the plant schedule except replacements shall match caliper and/or height each rainfall and at ''east daily durring prolonged rainfall. Close ExIS[1NG RESTAyRA'.; BUllp), �r f= , BASINS WITH STRAW FINISH GRADE ` 25 �, t� attained by other. plants of the original planting. attention sholi Ce paid :o the repair of damaged bales, end runs ii /:,'%. i, /�� !i;j�` / ' �' 4 b.`LES DURRING CONST. MULCH j I `t .� TREE WRAP TO FIRST and undercutting beneath boles. Necessary repairs to bottlers or ,!; �.,,:�/,�' > j i �-- BRANCH © r-2 .e z ;' , Topsoil: Provide topsoil which Is clean fertial, natural !oarn oblained from a 'ocol rev;acemer!t of brales shall be accomplished promptiy. Sediment --, ��.. ._..�. a- ' ; r �, G Wp F r, �� r r , well drained source free from debris, roots, stones, weed seeds, or other roots or :>7 LU deDos'ts should be removed after each rainfall., ney must be re- ..�R... u -. ac-` grasses, or other foreign matter. ¢W as mo%lea when the 'evei of the deposit rea:hes approximatly ----- — -- ---•— — --- — -- — __ __ __ — K a-one- haft the he; ht of the barrier. INSTAL[_ STD. SILT ;, FENCING DURING �,;.c ; i I` �. ( , I Mulching: Mulch shrub and groundcover planting beds with 2. inch layer (minimum) SITE AND BUILDING -IF g a �, - of mediurl baric mulch within two days after panting. Apply mulch evenly with -. 1L td� EROSION CONTROL PLAN ExcAvnnorJ WORK ._g � ---_..-_. � �- -�I g a j _ � I _ clean and consistent edges. < LS SCALE: 1' 30' U' ___. .- -I i I :Z - z ~---TlT---r �- -"- Maintain9rce: Provide complete and appropriate maintainence of all plotting areas v I I - COMPACTED SOIL MIX Lu -_i for a period of sixty (60) days after planting or until final acceptance by General �- Contractor - whichever is 'orlger• LU 2x R00TBALL_Di,AMETER _ ? .a A TREE PLANTING DTL. zp SP ;GALE: 1,•2' t' -• 0' i „J!� W r_ ( 1 - r`lasT.} 1 - EXIST. _r _ x ! ,I-,-7 0 MIL o ( ) ( 3 EXIST.) r -� SUNBURST LOCUST AGER PALMATUM A \ \ / �' ( 2 -- NEW) / 8' SUCKER GROWTH; _� 'RED LEAS `� S�NBURST LOCUST ..--{ (�, , ! �� I f'. - SUNBURST LOCUST � ( "� / ) •!� (1 1/2" CAL) 3 - EXIST.) RHODODENDRON Z -10 ILA AT. Y `'- , �•�.._. / `� `,\ -tom�,,)-- / ` _) _,.,..� `�-.. ` � ,.. = . 7 �/ ' , I rr� ~'' / \` -, EXISTING SMAI1 SHRUBBERY TO REMAI \ NEWS �\ r _ �,` x" .. .. -+' }-� `•�"j v NORWAY MAPLE \ (1 1 c XISTiNG SMALL ,2.. CAL) ,-- ti� �.'' '� �--•---------` _ SHRUBBERY TO REMAIN _ ( - NEW E ' 33 ) v OTTO LUKEN LAUREL t ( _ - NEVA ADD fO18XIST1Nb PLANT- (ASUSTRI6A)N PINE , , ING A' LARGf_R OPE,! - /T $J ( 1 NEW) AREAS SUNBURST LOCUST �{ r (1 1/2'• CAL) GROUND ""OVER 1 " LD (16 _.. NEW) , BAR HARBOR JUNIPER (48" o/c E.W.) GROUND COVER \ (30 - NEW) , C \� } LAR HARBOR JUNIPER A.- -� h -• NEWT "s ,GROUND COVER AUSTRIAN P;NE �7 V1NCA MINOR (5' - 6•) f BICYCLE PARKING —� / (24" o/c E.W.) _-SGN TING L:(2- TALENEr X CRE- - _-�-_ GALREMOVE i EXiST.) MUGO PINE SUNBURST LOCUS? '13 NEW)v AT)LEX CRENAPPROVED _ J i' '' '-� 1 /.✓ _ _ --GAL) ��, \ . a ` rr^ ' �y, _ �.-., J-�..C,1'��ti i1l. •.,.._ _- -;:�`1-/��.�--1( i \ •r-` RHODODENDRON 6� ti LOT UGHT y . GROUND ' irt 41z DATE NEW)ON POLI LAVA TTO LUKEN LAUREL ROCK 15" _GROUND COVER .-O-.I-,�(r,T. LAVA ROCK I cNG'R. ( 2 - I ORErON STATE HWY. DIV. oc= N OR NEW) WA Y MAPLE 1 - EXIST.) e + ¢ ~ ( 1 - EXIST.) I _ - �j� �^ MUGO PINE MUGHO PINE / GROUND COVER _ - (4' 5') � �1 (4' - 5•) � �VINCA MINOR 2 � V ( - NEW) (24" o/c E-W./' -- -- 1 2 — WNBURST LOCUST \ _ GROUND COVER �1 / " CAL _-� --- - I' 'f ) M VINCA MINOR \�. (24" o/c E.W.) TRANSPLANT (3)-• �'�:'�•_-� EXIST. RHODODENDRONS - �' FROM ADDITION AREA v 1 �J EXISTING RESTAURANT BUILDING 1 - EXIST.) w J TREU- I - �— - MUGO PiNE —^ a AREA SAKJF.t1 O BFD E �, `w.. PLAN TED BY �• _ �,• (7t - NEW) OWNER ARBROVITAE ! \ I 1 (5') AS NEEDED TO F111--IN WHERE: EXISTING ARBORBATAL MISSING AND FORM HEDGE - 12 -18' HIGH SIGHT OBSCURING TO REMAIN - PRUNE AND - - r•k�--�c'_ I CONTINUOUS HEDGE CUL11VA1T: -- ADD TYP. I"l 1 �� ) ,`, �- `�\ '~•; .��--, t� t \ BARK MULCH ______r._—...._ �� _ , .. � � • � ,-' ._ _._.. - J: I:E:17 I _ F" NORWAY MAPLE Y ' EXISTING CHAIN--LINK FENCE AND GATE NEW � / ^1 / \ 51GHT C)BSCUR'NG SLATS TO BE INSTALLED ARBROViTA (EXIST) / L 1rM �� SP LANDSCAPE PLAN CLEAN--UP EXISTING PLANTING ARIA i __._c_ _ -- R�MOVE VINES AND WEEUS, L C. NORTH TH '�"AI.E 1' 10' 0" - PROVIDE NEW BARK MULCH , PACIFIC HWY . 11619 EXIST. t3 -22" POPLAR - IN R.O.W. BLIP 94-0305 21 OF 21 NOV 2i MIC F1'JLM ED iiiliil��lifll iI�I�I�I►III� ► il�lli��Il�ii ► il�llii�il�l� illl1l111l1l► ! ItIIiIIII�III IIIIIIIII�I�i � IIIII�I �I�1Il I III 'IIIIIIIII � I� I;I�IIIII�III ��IiIIII►III� IIIIII•I�I'iIII INC" MAO[IN CHI" Illl!!lllill!!IIIII Illfllllll- (�Illlllllillllllu�llll�lli11111111►Illillll�lllll�liIIIIIIiIIIIIIIiIIiIIIII�IIlilll!!illTllllllll!�I!IIIIIIII►ulllll! lllllllll�llllilli►IIIIIIIiIIIlilllllll111!ILII!I�illll!ill�il!Illlllllllli!!►i�{l�ilil!ilii!!llulllfh