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11900 SW GREENBURG ROAD-4 1 I,� W • f „ 01 11] ■. ► eco Litlil , iiiii 9025 S.W. Center St - Tigard, Oregon 91223 w Phone: 503 f,�`�-2086 ' Nis.— � 0 Faz: 503, Eta-3636 r r own ®Is i V/m=� ib ® Cm : • /��EO.N RrJf�•r . t� C31 N F' 507 t, 111NAf . - ggON.K��'•. ABBREVIATIONS PROJECT INFORMATION TABLE OF CONTENTS AC J. ADJACENT MECH. MECHANICAL 0.0 GNMRAL. 1hFO MATION AFT. ABOVE FINISH FLOOR MIN / MN. MINIMUM ALT. ALTERNATE MISC. MISCELLANEOUS 0.1 COVER SHEET ALLUM ALUMINUM MNT. MOUNT. / MOUNTED 02 NOTES / SPECIFICATIONS APPROX. APPROXIMATE MTL. METAL OWNM - APFUC" 29*M 03 NOTES / SPECIFICATIONS --- - -- �� ARCH. ARCHITECT _ N.I.C. NOT IN CONTRACT BEN eTUrZ NICOLI ENGINEERING, INC 0.4 CODE ANALYSIS RELVI`)IONS: B.O. BY OTHERS NO. NUMBER -- BD. BOARD NOM. NOMINAL 1129 S.W ENGLEW000 0-025 S.W. CENTER $T. � P BLDG. BUILDING NEAR SIDE AND FAR SIDE LAKE 0911600, OREGON 97034 716ARD, OREGON 97223 zi �-12-ml PER - T*T REV15 CA. CLEAR ANODIZED N.T.S. NOT TO SCALE PwIONE: (503)-245-4474 (503)620-2086 Is CITE R�FO}�UTION SR ?Y REVIEW Id� O.C. ON CENTER CONTACT , JAMES D. ANDRE'llf9 CEM. CEMENT OD. OUTSIDE DIAMETER LI SITE PLAN GER CERAMIC OPP. IOP''EWR WE INFORMATION C . CONTROL JOINT T.T. PRESSURE' TREATED • CLG. CEILING T.L. / PLAM PLASTIC LAMINAI E 2AD DUILONG PLANS C,M,U. CONCRETE MASONRY UNIT PCC PATTERNED COLGRED CONCRETE _ COL. COLUMN PLYWD. PLYWOOD ADDRESS: tIGA ORES 97�??RO� 2.1 FLOOR PLANS CONC. CONCRETE PNT. / P.T. PAINT 2.1 PHASE I PLANE G�1RR CORRIDOR O.T.OQUARRY TILE CONT. CONTINUOUS PENCIL NEF BOARD CURRENT ZONING, C-P PROFa'ESSIONAL CMERNOTING NEW 23 INTERIOR ELEVATIONS NOTINEW OPENINGS T. TILE G.T. CERAMIC TILE RAD. RADIUS 2.4 SOUTH ADDITION PLANS 4 SECTIONS (PHASE 2! DET. DETAIL 1111121, IG, REFRIGERATOR CURRENT USEr VACANT BUILDING (PREVIOUdLY'D / D PRINTING) 2,5 NORTH ADDITION PLANS 4 SECTIONS (PHASE 2 DIA. DIAMETER RDL ROOF DRAIN LE*n�-_P F ON. DOWN PEINF REINORCEMENT PROPOSED USE: SOUTNU,EST FAMILY MEDICAL OFFICES DW DIOHWA5HER READ. REQUIRED 30 ELEVATIONS D.S. DOWN SPOUT FES. RESILIENT LEGAL DESCRIPTION: TAX MAP: 1513500 3,1 BUILDING ELEVATIONS DWG. DRAWING R.E.U.H. RECESSED ELEC. UNIT HEATER EA. EACH RM. ROOM TAX LOT: 4400 E.IF,S. EXTERIOR INSULATION R.O. ROUGH OPENING AD BUILDING SECTIONS AND FINISH SYSTEM SC SEALED CONCRETE EJ. EXPANSION JOINT SSG. SOLID CORE 4.1 BUILDING SECTIONS ELEC. ELECTRICITY OR ELECTRICAL SF. SQUARE FEET ELEV. ELEVATOR Scc SMOOTH COLORED CONCRETE BUILDING INFORMATION E. EQUAL SHT. SHEET DO DETAILQ EXIST. EXISTING ST, STAIN EXP. EXPANSION SIM. SIMILAR 5.1 PHASE I DETAILS PROJECT: E.U.N. ELECTRIC UNIT HEATER Ste, STANDARD BUILDING CODE: 1991 UB.C. W/ OREGON AMENDMENTS 32 PHASE I DETAILS -- --------- - -- EXT. EXTERIOR STG. STAGGER F.D. FLOOR DRAIN STL. STEEL CONSTRUCTION TYPE: V-N 33 SOUTH ADDITION DETAILS (PHASE 2) P.E.C. FIRE EXTINGUISHER CABINET STOR. STORAGE 5.4 NORTH ADDITION DETAILS (PHASE 2) SOUTHWEST FAMILY F.N.G. FIRE HOSE CABINET STRUCT. STRUCTURE EXISTING USE: VACANT BUILDING 55 NORTH ADDITION DETAILS (PHASE 2) MEDICAL OFFICES FN. FINISH SUSP. SUBPENDSD PROPOSED USEMEDICAL OFFICES FL./PLR :FLOOR SYNTH. SYNTHETIC 69 M!AMNG DETAILS - R1N(O,PLANS F.O.B. 1900 SW Greenberg Rd, AB. FACE OF BRICK T.O.S. TOP OF STEEL F.O.S. FACE OF STUD TEL. TELEPHONE CONSTRUCTION: v-N 6,1 INTERIOR FRAMING DETAILS Tigard, Oregon 91223 PAT. FIRE RETARDENT TREATED THK. THICKNESS NON - SPRINKLERED t WALL SCHEDULE GALv. GALVANIZED TYP. TYPICAL ---- --- — GYP. GYPSUM U.O.N. / U.N.O. UNLESS OTHERWISE NOTED DESIGN CRITERIA ro.Z REFLECTED CEILING PLAN CLIENT: HGT. HEIGHT UTIL. UTILITY 1---"`-- -- HORIZ. HORIZONTAL V.C.T. VINYL COMPOSITION TILE HR HOUR VERT: VERTICAL BEN STUTZ ID. INSIDE DIAMETER V.W.G. VINYL WALL COVERING BA81C WIND SPEED: 90 MPH INSUL INSULATION WC. WATER CLOSET EXPOSURE I JOT. JOIST QA, WOOD IMPORTANCE FACTOR • 1.0 1128 SW Englewood JT. JOINT W.P. WATER PROOFING VICINITY MAP Lake Oswego, Oregon 1�7034 LAM. LAMINATE WT. WEIGHT SEISMIC ZONE: 3 M.O. MASONRY OPENING W.W.F. WELDED WIRE FABRIC MACH. MACHINE W/ WITH Date: 6-28-0 MAX. MAXIMUM W/O WITHOUT xTG. EXISTING PROJECT DESCRIPTION Drawn by: DJL j PHASING Pl.ANChecked b JDA � THE AF°PLICAN7 OPERATES 80UTI-NEST FAMILY PN7'SIGI,4N8 LOCATED IN y' TIGARD, OREGON. T14EY ARE PROPOSING TO RELOCATE INTO ONE OF THE EXISTING � Job No.: 01-0514 AN APPLICATION HAS BEEN SUBMITTED TO THE CITY OF TIGARD FOR REVIEW ! BUILDINGS AT 119:00 &W. COW"ERCs ROAD. THE MAJORITY OF THIS PROJECT I APPROVAL. PRIOR TO C IMPLETING THEIR REVIEW OF THE SITE DEVELOPMENT CONSISTS OF INTERIOR IMPROVEMENTS, WITH TWO MINOR ADDITIONS AT THE Drawing No.: COVER SUDMITTAL. DOCWENTS, THE CITY HAS AGREED TO ALLOW SUBMITTAL OF PHASE I. NORTH AND SOtITN "ENDS" OF BUILDING el. THESE ADDITIONS ARE PART OF A FUTURE s� _ `- -- 4 PHAtlE I PRIMARILY COVERS INTERIOR I 7VVIENT6. WHEN THE CITY'S SD.I! 16 PHASE 2. THEY HAVE BEEN INCLUDED TO PPDvIDE A COMPLETE UNDERSTANDING Or- COMPLETE, FCOMPLETE, THE APPLICANT WILL SUMMIT Ft3R A SITE PERMIT 4 FOR PHASE 2. THE SCOFF OF THE PROJECT. THE EXIATiNG PARKING AREA IS BEING MODIFIED AS Q REQUIRED TO OBTAIN THE NECESSARY PARKING AND LANDSCAPING REQUIREMENTS. _ D A BUILDING Z �1� � CITY OF TIGARD � EXISTING BUSINESS DESCRIPTION � �J'G 'SPP Approved � . SOUTHWEST FAMILY PH18fGIAN6 18 A OUTPATIEPIT MEDICAL FACILITY. O GOndmnrjally A;)prbvwl .... ................( ? the t: .y�iit,ecl m: 1�--- THE MEDICAL PRACTICE IS DESIGNATED AS GENERAL FAMILY MEDICINE. Foyr EXISTING TI-E FACILITY DOES NOT PROVIDE SHORT / LONG TERM �drC:C.OMMODATIONs. �q�� PEAMII(1Q, MUILDNG 1 See letter W:Anbw.... . PHASE I � Je+A Ad .. I . DEFERRED PERMITS PHASE 2 PHAGE 2 • P umisNCi �1AgGG� 1 V'1L`� i ADDITION "ORTH DD ION s IB�1vV,a►cM`'4`' COVER SHEET u PERMIT SET - PHASE ONE ONLY SNEE1 Greenburg Rd, 11900 p SUP2001 002" 1 of 19 W a' , .1 Cm : _ ,:. : .., .,',,.,, 10■ Ii �l � a + 1 ifI llI Ill fill II 11 ;11111i 1I0 ( 111111 nIu1111111111111111111111 r10D 13 14 I7 Ie 10 20 i 211 93 24 25 yln2l lGI 1 zI 7 � 2l 10iill�ln3l 10 - I • — TrV .'aIRA.;��T'7'"e�!l��',+al'•Naa..'R.t„�r+rtMntrl.• ' .- I , .. .. '•••, is ♦ i .. . "I, , i f.J. L, t GENERAL NOTES SITE WORK CONCRETE - CONT. CONCRETE - CONT. i%kl N ■ 1 c 0I GENERAL NOTES= GENERAL: MATERIALS _A6TM REINFORCING MATERIALS ASTM _ THE INTENT OF THERE PLANS 18 TO PROVIDE CONTRACTORS A GUIDE FOR A FULL, THE SITE SHALL BE GRADED IN ACCORDANCE WITH THE REC.OIMMENDATIONB PRESENTED I. CEMENT SHALL BE PORTLAND CEMENT, TYPE I OR 11, LOW ALKALI.-C - SO I. DEFORMED REINFORCING BARB: GRADE 60, UNLE68 OTHERWISE A - 615 COMPLETE AND WORKABLE PROJECT IN 60 FAR AS THE DRAWINGS SHOW AND / OR BY GEOTECHNICAL ENGINEER AND INFORMATION PRESENTED IN THESE DRAWINGS. 2. AGGREGATES SHALL BE NATURAL BAND AND ROCK.- C - 33 INDICATED, 9025 S.W. Center St. - Tigard, Oregon 97223 THESE SPECIFICATIONS CALL FOR 3. WATER SHALL BE POTABLE. PERSONS INVOLVED IN 'JORK ON THIS PROJECT SHALL BE RESPONSIBLE FOR ALL OPERATIONS SHALL COMPLY W/ CHAPTER 33 OF Obb.C. 4.ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE THAN- LATEST ADDITION 0.I PERCENT CHLORIDE IONS. 2.DEFORMED REINING A - 106 Phone: (503) 620-2086 EXAMINATION OF BUILDING SITE, PLANS AND SPECIFICATIONS. FAILURE TO DO SO WILL TESTING AGENCY SHALL BE APPROVED BY CITY OF TIGARD 1 ENGINEER BARB TO BE WELDED TO EMI ED ITEMS Frx: (503) 684-3636 NOT RELEASE 6UCGE66FUL BIDDERS FROM PERFORMING THE WORK INDICATED BY CONTRACTOR SHALL BE CONTRACTUALLY HELD RESPONSIBLE FOR TEST • AIR-ENTRAINING ADMIXTURE: USE AIR-ENTRAINING ADMIXTURE C - 260 PLANS AND SPECIFICATIONS. SCHEDULING 4 FREQUENCY. REPEAT TESTING OR INSPECTIONS WILL BE THE FINAL IN EXTERIOR EXPOSED CONCRETE, PROVIDING NO LEGS THAN 3.WELDED WIRE FABRIC 6 x b - WI,4 / WIA UNLESS OTHERWISE INDICATES -A - 185 ALL WORK AND MATERIALS SHALL BE IN FULL AC( C- ANCE WITH THE LATE67 RULES RESPONSIBILITY OF THE CONTRACTOR ALL OTHER REQUIRED IN6PECTION6/ 42% PERIGENT NO MORE THAN 1 PERCENT AIR FOR CONCRETE AND REGULATIONS OF THE UNIFORM BUILDING CODE, 6TATE STANDARDS, THE NATIONAL TESTING WILL PSE PAID BY OWNER EXP06ED TO FREEZING AND THAWING, AND FROM 2 PERCENT 4.LAP ALL. BARB A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) ELECTRICAL CODE PLUMBING CODE, LOCAL CITY AND COUNTY CODES AND TO 4 PERCENT FOR OTHER CONCRETE. AT ALL SPLICES UNLESS NOTED OTHERWISE. 6TANGARDS, THE APPLICABLE REGULATIONS OF THE LOCAL UTILITY COMPANIES, AND STRIPPING: WATER-REDUCING, RETARDING, AND ACCELERATING CHEMICAL -C - 49 5.6PLIGE6 OF HORIZONTAL REDAR IN WALLS AND FOOTINGS BHo4LL ANY OTHER APPLICADLE LAWS AND REGULATIONS. ALL EXISTING FILL, TOP SOILS, L006E SOILS, DE5RI6 AND DELETERIOUS MATERIALS BE STAGGERED. ALL BUILDING TRADES SHALL PERFORM AND COMPLETE THEIR WORK TO THE BEST (ROOTS GRASS OR OTHER ORGANIC MATERIALS) SHALL BE REMOVED TO FIRM NATURAL 5. RELATED MATERIALS: AS FOLLOWIB: 6 MINIMUM CONCRETE COVERAGE: TI•+'° FOLLOWING MINIMUM CLEAR ACCEPTED 6TANDAR7 6 OF THEIR INDUSTRIES IN COMPLIANCE WITH THERE PLANS GROUNCo PRIOR TO ANY NEW FILL PLACEMENT. THE PROJECT 601L6 ENGINEER SHALL DISTANCES BETWEEN REINFORCING '.3TEEL AND FACE OF CONCRETE SHALL 6E AND &PECIFICATION6. COMMENCEMENT OF WORK BY ONE TRADE AFTER ANOTHER DETERMINE THE ELEVATIONS OF FIRM NATURAL GROUND AND APPROVE TH16 SUB GRADE • VAPOR BEARIER. A8 PER ARCHITECTURAL SPECIFICATIONS. - 309 TRADE E6TABLI"6 A:C:.CEPTANGE OF PREVIOUS WORK PERFORMED. IN WRITING, TO T114I6 FIRM, PRIOR TO ANY FILL PLACEMENT. ALL DEBRI6 4 ORGANIC MAINTAINED UNLESS NOTED OTHERUJISE: MATERIAL DERIVED DURING STRIPPING OPERATIONS SHALL•BE REMOVED FROM THIS . MEMBRANE-FORMING CURING COMPOUND: TYPE I MOISTURE 6LA156 ON EARTH - CENTER OF NO REV16IONS / MODIFICATIONS SHALL BE MADE TO THESE PLANS / SPECIFICATIONS. SITE 1 LEGALLY D18PO6ED OF. L066 NOT MORE THAN 0,55 K6/8Q. METER WHEN APPLIEDSLAB NOTIFY ENGINEER PRIOR TO MAKING NECESSARY FIELD MODAT 200 SGiFT/GAL. MODIFICATIONS FOR REVIEW CONCRETE BELOW GRAD, FORMED OR EXPOSED TO WEATHER- 2" AND APPROVAL, AND / OR THE CITY / COUNTY (IF REQUIRED) PRIOR TO ANY EARTHWORK. CONCRETE BELOW GRAD, UNFORMED (POURED AGAINST EARTH) -3" GOP'IWIENCEMENiT OF WORK IF ANY ON 61TE RlIfV1810N6 / MODIFICATIONS ARE MADE - • CONCRETE NOT EXPOSED TO EARTH OR WEATHER __11/2 WITHOUT APPROVAL THEN THE CONTRACTOR SHALL BAPPLIED E RESPONSIBLE FOR ALL I. SUB GRADE: TION CONTROL: MONOMOLECULAR FILM-FORMING COMPOUND ASSOCIATED COSTS. APPLIEDD TO EXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY 1.MINIMUM DISTANCE BETWEEN REINFORCING BARS SHALL BE lb TIMES THE MAXIMUM • FOLLOW R'EC.OMMENLDATIONB PRESENTED BY SOILS ENGINEER PROTECTION FROM RAPID MOISTURE 1-08&. 61ZED AGGREGATE,WRITTEN DIMEN810N8 ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED PR NOTIFY SOILS ENGINEER IF UNSTABLE CONDITIONS ARE PRESENT. ��- - OF DIMENSIONS. DRAWINGS ARE NOT BE TO SCALED. CONTRACTORS SHALL VERIFY AND GQNGRI=TE STRENGTHS / DESIGN: 1� FIs B.WELDING OF STEEL REINFORCING BARS SHALL BE PERMITTED ONLY UPON WRITTEN S IN BE RESPONSIBLE FOR ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING CONSENT OF THE ENGINEER IF WELDING I8 PERMITTED, WELDING OF REINFORCING tJG F�, , • UNSTABLE CONDITION6 ARE DEFINED A8 ALL SOFT, WET, POTENTIALLY EXPAN81VE �., 4, .1Q T WORK NOTIF•t' ENGINEER OF ANY DISCREPANCIES. SOIL OR SOILS OF UNUSUAL CONDITIONS SHALL BE EXCAVATED TO FIRM NATURAL, I. MINIMUM COMPRESSIVE STRENGTH 2O DAY SHALL BE= STEEL SHALL CONFORM TO A)118D 1.4 USING PROPER LOW HYDROGEN ELECTRODES. 16,507 6TRUCTURAL DIMEN61ON8 CONTROLLED BY OR RELATED TO MECHANICAL AND UNDISTURBED SOIL. A8 DIRECTED BY THE SOIL8 ENGINEER, COMPACT WITH • 8LA58 ON GRADE: 2,500si• REINFORCING STEEL TO BE WELDED SHALL EITHER BE ASTM A106, 60,000 psi YIELD {/ ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ENGINEERED FILL PER SOILS ENGINEERS REC47-11ENDATIONS 4 OBSERVATION, p POINT, OR MILL TESTS SHALL BE REQU:-ZED TO DETEQI"IINE CARBON EQUIVALENT CONSTRUCTION. • RETAINING WALLS,- 30W psi. SUITABLE FOR WELDING TACK WELDING OF REINFORCING STEEL 18 NOT PERF IITTED. 2. FILL: ' STEM WALLS:- 2,500 Ps ��ay rH sc ONLY APPROVED "CONSTRUCTION SET" MARKED DRAWINGS INCORPORATING ALL • FOOTIWxS, -- 30W psl 9.ALL REINFORCING STEEL TO BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. 9D N It om`' ADDENDUM AND DIMENSION CLARIFICATIONS SHALL BE USED DURING THE EXECUTION ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE REQUIRE-MENTB h OF THE WORK PRESENTED IN THE UBC CHAPTER 33 AND THE RECOMMENDATIONS PRESENTED 2. THE MAXIMUM SIZE AGGREGATE SHALL BE 3/4". �12j 9v BY THE 6011-6 ENGINEER 3. THE MAXIMUM SLUMP SHALL BE 5" AT THE TIME OF PLACEMENT. CONTRACTOR MUST DE REBPONSIDLE FOR VERIFICATION AND COORDINATION OF CONSTRUCTION TOLERANCES: SUBCONTRACTOR'S WORK TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, 4.READY - MIX C-94 THE ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINCss FOR MECHANICAL, COMPACTION REQUIREMENTS: FINISHED CONCRETE PRODUCTS SHALL MEET THE FOLLOWING TOLERANCES ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 5. ADI-= XTU1E8: (AGENTS SHALL BOTH BE FROM THE SAME MANUFACTURER). THE FOLLOWING &HALL BE CONSIDERED A6 MINIMUM REQUIREMENTS FOR THE AIR ENTRAINING AGENT: C-260 BLAB ON GRADE: 3/16" DEPTH OF DEPRESSION IN FLOORS BETWEEN CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY LOSS VARIOUS M/'kTERIALS: - USE ON ALL EXTERIOR 8LA58 AND 61UEWALKS HIGH SPOTS, AS MEASURED BELOW A 10 FOOT OR DAMAGE CAUSED BY HIM OR W16 WORKMAN TO THE PROPERTY OF THE OWNER OR STRAIGHT EDGE TO THE WORK OR MATERIALS OF OTHER CONTRACTORS OR SUBCONTRACTORS SUB GRADE. -- S'5% RELATIVE COMPACTION ON GRADE AND RETAINING WALLS. FILL - SOILS: W%RELATIVE COMPACTION FORMED FOOTINGNT S: HORIZOAL DIMENSIONS •2 INCHES, -1/2 INCH. CONTRACTOR SHALL MAINTAIN INSURANCE THAT WILL PROTECT THE OWNER HARMLESS IMPORTED CRL bIJED ROCK:-95% RELATIVE COMPACTION CONCRETE PLACEMENT / FINISH= VERTICAL DIMENSIONS 1/4 INCH. FROM ALL CLAIMS OF DAMAGES. (SUB-BASE OR BABE) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY LOADING CONDITIONS PAVED AREAS: -' 95% RELATIVE COMPACTION 1. CONCRETE PLACEMENT: COMPLY WITH ACI 304, "GUIDE FOR MEASURING, FOOTINGS CAST ' DURING CONSTRUCTION AND SHALL PROVIDE BRACING AND SHORING WHMIXING, TRANSPORTING, AN1D PLACING CONCRETE, ERE REQUIRED. " FOR PLACING CONCRETE AGAINST EARTH: HORIZONTAL DIMENSION •3 INCHES IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT TESTING 1 INSPECTIONS. VERTICAL DIMENSIONS I/4 INCH. CONSTRUCTION LOADS: THE STRUCTURE HAS BEEN DESIGNED FOR OPERATIONAL BEGIN CONCRETE PLACEMENT UNTIL OTHER AFFECTED WORK 18 COMPLETED. THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL BE PRESENT DURING EARTHWIORK CONSOLIDATE PLACED CONCRETE USING MECHANICAL LOADS ON THE COMPLETED STRUCTURE. DURING CONSTRICTION, THE CONTRACTOR EXPOSED LINTELS, SILLS, REVISIONS: SHALL PROTECT THE STRUCTURE BY BRACING AND SUPPORTING WHEREVER EXCESSIVE OPERATIONS TO COMPLETE COMPACTION TESTING AND 056ERVATION OF THE PROJECTS VIBRATING EQUIPMENT WITH WAND RODDING AND TAMPING PARAPETS, HORIZONTAL -- CONSTRUCTION LOADS MAY OCCUR EARTHWORK PROCEDURES. 60 THAT CONCRETE 18 WORKED AROUND REINFORCEMENT AND GROOVES, AND OTHER OTHER EMBEDDED ITEMS AND INTO FORMS. CONSPICUOUS LINES:-t 1/4 INCH IN ANY BAT OF IN 20 FEET. MAXIMUM ALL MECHANICAL AND ELECTRICAL WORK SHALL BE UNDER SEPARATE PERMITS. SUP GRADE APPROVAL: FOR THE TOTAL LENGTH OF THE STRICTURE r 1/2 INCH. • PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED THE SOILS SHALL ENGINEER &HALL SUBMIT WRITTEN NOTIFICATION �F THE STRENGTH DUE TO WEATHER EXTREMES DURING MIXING, ACCE6!►I I ITY: SUB GRADE APPROVAL TO THIS FIRM FOR REVIEW PRIOR TO NEW FILL PLACEMENT. PLACING, AND CURING. � THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND CONTROLS, DISPENSERS, DAILY REPORTS: • IN COLD WEATHER COMPLY WITH ACI 306 ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS AND OTHER • • IN HOT WEATHER COMPLY WITH ACI 305 OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES THE SOILS ENGINEER SHALL SUBMIT COPIES OF DAILY FIELD REPORTS TO THIS 6' METALS IN OAS.C. SECTION IID9.2, AND NOT LESS THAN 36" ABOVE THE FLOOR OFFICE, ON A WEEKLY BASIS, FOR REVIEW. 2. FINISH OR FORIMEp BIJRFACE: A8 FOLLOWS: ELECTRICAL AND C4I'111UNICATION8 6YSTEM6 RECEPTACLES ON WALLS SHALL BE MOUNTED NO LE66 THAN 15' ABOVE THE FLOOR TOILET PAPER DISPENSERS SHALL GENERAL FILL COMPACTIC•N TEST REPORT: • 6MOOTH-FORMED FINISH= PROVIDE A SMOOTH FINISH FOR CONCRETE BE MOUNTED NOT LE66 THAN 19" TO THE POINT OF SERVICE ABOVE THE FLOOR 6URFACFS EXPOSED TO VIEW AND 6URFACES TO BE COVERED WITH METALS: (SECTION 110932) THE 601LS ENGINEER SHALL 8UBMIT A COMPACTION REPORT TO THIS FIRM FOR A COATI..G OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE. - HANDLES, PULL6, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, REVIEW PRIOR TO PLACEMENT OF ANY CONCRETE FOR SLABS ON GRADE OR REPAIR AND PATCH DEFECTIVE AREAS, "FINS" AND OTHER PROJECTIONS GENERAL: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND WNOOW6, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER FOUNDATIONS SHALL BE COMPLETELY REMOVED AND SMOOTHED. ERECTED IN ACCORDANCE WITH AISC MANUAL, LATEST EDITION. OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT • TEXTURED CURB RAMPS SHALL BE PROVIDED A8 RE-1XIRE0 BY THE AMERICANS REQUIRING TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. THE FORGE REQUIRED UTILITY TRENCH MACK FILL COMPACTION REPORT: W/ DISABILITIES ACT 4 AS INDICATED IN CONTRACT C'OGUMENTS. TEXTURE SHALL TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE. A COMPACTION REPORT AND WRITTEN APPROVAL OF THE UTILITY TRENCH BE PERMANENTLY "STAMPED" INTO FINISHED PROJECT, STRUCTURAL AND MISCELLANEOUS STEEL: (6ECTION 11093.1) (S - ,r� 15ACK FILL SHALL BE SUBMITTED TO THIS OFFICE FOR REVIEW PRIOR t0 • ALL STEEL PLATES, FLAT BARB, STRAPS, AND STRUCTURAL SECTIONS THl4ESHOLD6 AT DOORS SHALL NOT EXCEED 1/2". RA16ED THRESHOLDS AND FLOOR PLACEMENT OF CONCRETE FOR FOUNDATIONS OR ASPHALT PAVEME NT8' 3. MOF FLITHIC, SLA:3 FINISHES: AS FOLLOWS: SHALL BE ASTM A-36 UNLESS NOTED. FLOOR LEVEL CHANGER AT A -CE6615LE DOOR WAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN I UNIT VERTICAL. IN 2 UNITS HORIZONTAL (50% SLOPE). FOOTING EXCAVATION / OBSERVATION&: • FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC BLAB SURFACES TO RECEIVE • ALL TUBE COLUMNS TO BE A-503: Fy . 46 K.51,(SECTION 1109.919) FOOTING EXCAVATIONS, PRIOR t0 STEEL RADAR PLACEMENT SHALL BE TROWEL FINISH WHEN SURFACE WATER HAS D16APPEARED AND WHEN CONCRETE HAS CLEAR FLOOR SPACE THAT 4LLOW6 A FORWARD OR 61DE APMWAC4 6HALL BE STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS. • ALL BOLTS ASTM A-301, j PRIOVIDED AT ALL CONTr4OL OR HARDWARE. SEE ADAAG FIGURES 5 AND 6 IN OF TWIS AP 1 APPROVED BY THE SOILS ENGINEER WRITTEN NOTIFICATION C-ON60LIDATE SURFACE WITH POWER-DRIVEN FLOATS OR BY HAND FLOATING. ----- OF TIUIB APPROVAL SHALL BE SUBMITTEG t0 THIS OFFICE FOR REVIEW PRIOR CHAPTER 11 OF THE O.S .C. • ALL STEEL TO HAVE ONE SHOP COAT OR TO BE GALVANIZED IF NOTED. PROJECT: TO FO OTING CONCRETE PLACEMENT. • CHECK. AND LEVEL SURFACE PLANE t0 TOLERANCES OF F(F) 18 (FLOOR FLA7NE88)CUT DOWN HIGH SURFACES TO . ALL WELDS E10XX PER AWS STANDARDS BY GERTIFIFr, WELDERS I/4" DRAINS. IMMEDIATELY AFTER AND FILL LEVELING, RPFLOATS. SURFACE TLY O UNIFORM, SMOOTH, FILLET WELD TYPICAL UNL::88 OTHERWISE NOTED. SOUTHWEST FAMILY GRANULAR• TROWEL FINISH,TEXTURE. ROIIEL FINISH FOR 8LAB8 SHAL!_ BE A SMOOTH FINISH. FLABHINCss AND CLADDING (ARCHITECTURAL) MEDICAL OFFICES CONCRETE • TROWEL AND FINE BROOM FINISH, APPLY TROWEL FINI&! "HEN IMMEDIATELY SCOPEt 11900 SW Greenberg Rd. FOLLOW WITH SLIGHTLY SCARIFYING SURFACE BY FINE 115'r40OMING. . PROVIDE ALL FLASHINGS, CLADDING, AS REQUIRED TO PRODUCE A WATER Tigard, Oregon 97223 • EXPOSED AGGREGATE FINISH: FINE AGGREGATE CONSISTING OF NATURAL STONE TIGHT ASSEMBLY. VERIFY W/ ROOF CONTRACTCIR FOR COMPATIBILITY OF CONCRETE / GENERAL MOST OF WHICH WILL PA66 A 3/61' 61EVE. USE ACID BOND BREAKER IN STRICT METAL SYSTEMS 1 ROOFING ATTACHMENT REQUIREMENTS. MATCH EXISTING CLIENT: • ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, THOROUGHLY RINSE AT THE METAL PANELS AND TRIM SIZES AND CONFIGURATIONS. I. CODER AND STANDARO6= ALL CONCRETE WORK TO COMPLY WITH ACI 318 APPROPRIATE TIME, THOROUGHLY RINSE AT THE: APPROPRIATE TIME, THOROUGHLY MATERIAL: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: ACI 306 DRY, AND APPLY AN APPROPRIATE SEALANT FOR CURING. BEN STUTZ "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING: AND ACI 305 • PROVIDE "SOFT-CUT" •JOINTS IN BLAB At N01s D IN DOCUMENTS. • STEEL SHALL BE 24 GAUGE PER ASTM A446. "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." 1128 S W Englewood �- • ALL A&TM A529.IAL SHALL HAVE A G-90 GALVANIZED COATING E'ER Lake Oswego, Oregon 97034 2. ALL CAST - IN PLACE CONCRETE SHALL MEET OR C-94-14 EXCcZ0 THE MINIMUM REQUIREMENTS SET FORTH IN THE 4.EXTERIOR SLABS : • COLOR SHALL BE A8 NOTED IN DOCUMENTS. WHEN NOT NOTED, COLOR SHALL AMIAICAN 60CIETY OF TESTING AND REQUIREMENTS SET BE BLUE TO MATCH EX181TNG. 01 FORTH N THE AMERICAN SOCIETY OF TESTING AND MATERIALS. • EXTERIOR SLABS SHALL BE TROWEL i FINE BROOM FINISHED 4 EDGED Date: 6/28 3. NOTIFICATION: NOTIFY ENGINEER FORTY-EIGHT (48) HOURS PRIOR t0 (RADIUSES) lMLE88 NOTED OTHERWISE. FASTENERS: Scale: BEGINNING ANY POUR Drawn b y: D JL • PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING R AND • ALL FASTENERS SHALL HAVE BAKED ON FINISH TO MATCH METAL COLOChecked JDA 4.NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR EXCESbivE COLD OR HOT TEMPERATURES. IN HOr, DRY, AND WINDY WEATHER, FASTENERS ARE TO HAVE A NEOPRENE TYPE WASHER (APPROVED MY METAL WALLS UNLESS SPECIFICALLY DETAILED. APPILY AN EVAPORATION - CONTROL COMPOUND ACCORDING TO MANUFACTURER'S MANUFACTURER). PROVIDE OVERSIZED HOLES IN CLADDING A8 REallRED Job No.: 01-0514 S. ANCHOR DOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED N67RUCTIONS AFTER SCREEDING AND BULL FLOATING, BUT BEFORE POWER TO ALLOW FOR THERMAL EXPANSION AND g CONTRACTION. Drawin No.: SPEC-1 < N FLOATING AND TROWELING.PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT, • LOCATE FASTENERS 60 THEY PRODUCE A PATTERP,l, EVENLY S,'ACED AND -- -- g • BEGIN INITIAL CURING AS SOON AS FREE WATER DISAPPEARS FROM EXPOSED AL;GNED WITHIN THE CLADDING SYSTEM. 6.JONTOt LOCATE AND INSTALL CONSTRUCTION, ISOLATION, AND 8URFAC;EB, ' CONTROL JOINTS A6 INDICATED OR REQUIRED. * APPLY MEBM-PORIMING CURING • ALL EXPOSED EDGES SHALL BE HEMMED. 1. SUBMIT MIX DESIGN t0 ARCHITECT AND ENGINEER AT LEAST 14 WORKING DAYS PRIOR O EXTERIOR SLABS AND WALKS A8 60ON A8 FFIINAL FINISHING TO EXPOSED (OPERATIONSLABS ARE A t0 FIRST 604EPULED CONCIRETE PLACEMENT. SUBMIT MIX DESIGN FOR EACH TYPE OF COMPLETE. APPLY UNIFC'RMLY ACCORDING TO MANUFACTURER'S DIRECTIONS. GUTTERS AND CONDUCTORS: �► CONCPMTE TO BE USED ON THE PROJECT. INCLUDE: BOTH WEIGHTS, MANUFACTURER, RECOAT AREAS 6UBJEGI'ED TO HEAVY RAINFALL WITHIN 3 HOURS AFTER INITIAL MAXIMUM WATER / CEMENT RATIO, MANUFACTURE PRODUCT AND WEIGHT PER CUBIC APPLICATION. MAINTAIN CONTINUITY OF.COATING AND REPAIR DAMAGES DURING • ALL GUTTERS AND CONDUCTORS S14 LL MATCH COLOR OF EXISITNG PARAPET YARD FOR FIBROUS REINFORCEMENT AT SLABS. CJRWIG PERIOD. BEGIN INITIAL CURING AS SOON AS FREE WATER DISAPPERARS PANELS. FROM EXP06ED SURFACES. f 16. T'E6TING, AND ANALY616 OF CONCRETE WILL BE PERFORM P BY OWNER'S TESTING � LAB. TIE6TNG FIRM To TAKE CYLINDERS AND PESLUMP TE6T6 DURING • ALL GONCRETE< 614ALL BE CURED UNTIL IT HAS REACHED ITS DESIGN STRENGTH. • DOWNSPOUTS SHALL BE SECUREI-Y FASTENED TO WALL AND 6HALL CYLINDIER TAKING NA&IT6, PER A67M 6TANDARD6. CONSTRICTOR TO PERFORIN SLUMP HAVE A "TERMINATION GAP" AT THE CONNECTION TO THE RAN DRAIN. TEST WHEN TESTING FIRM 16 NOT ON SITE. PROVIpE TEXTURE SURFACES PER LATEST EDITI•JN OF THE OAAC. AND A6 NOTED I • ALL MATERIAL SHALL BE A MINIMUM OF 26 GAUGE AND C.ARROSION S.�1*oTR►,.ab PAI�� MEET STANDARDS WILL BE REMOVED AND REPLACED AT N CONTRACT DOCUMENTS. RESISTANT, NOTES AND � j • PROVIDE NE88ASARY FLAHINGS, DRAIN PANG. ECT. A8 REG'JIRPROPERED FOR PROPER DRAINAOE AND LEAK PROOF ASSEMBLY. SHEET Greenburq Rd,11900 SUP2001.00211 LQ • 2 of 19 2 "11�'..}. I./: , - r Y, l ,, t ' - ....�• +rr•,r.L ------ .w.. -.�- ••wwnTs-+.ww,w•w-.wwr•w.• .. w,-w..•wnrs.�..w�-..w ..•'.,,.,•,•,.w.wo..._.._.............,-�.....--., __•-.-_._......--.... ...XX w "`r;rX 33 �, ..... I ------------ C m r1 oI(wIII IIII(111LII(1111 I(IIII1;! 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MECHANICAL SYSTEM 18 TC BE BIDDER DE61GN. • PROVIDE NEW METAL PANELS AND COPING A8 NOTED IN THESE DRAWIW..B 9025 S.W. Center $t. - Tigord, Oregon 97223 AND AT FACE OF ALL PARAPETS EXPOSED TO VIEW FROM THE PROJECT SITE. BRIDGING t0 JOIST' TOE NAIL EACH END 2 - 8d INSULATION. I" x 6" SUB-FLOOR OR LE68 TO EACH JOIST, FACE NAIL -2 - 8d Phone: 503 6Z'0-2086 • PROVIDE NEW !TOPING AT EX181TINts ROOF CONDITIONS AS NOTED ON THE WIDER THAN I" x b" SUB-FLOOR TO EACH JOIST, FACE NAIL-3 - 8d DRAWINGS. WHEN REPLACING EXISTING COPING, PROVIDE WATERPROOF 2" SUB-FLOOR TO J016T OR GIRDER BLIND AND FACE NAIL-2 - I6d CEILINGS: Fax: 503; 6F4-3636 MEMBRANE BEFOR INATALLING NEW COPING. REPACEMNT COPING SHALL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd • 6" U.C. • SUS�NDED CEILING SHALL HAVE R-19 INSULATION W/ KRAFT BARRIER EXTEND FOR E14TIER LENGTH OF WALL RETURN A MIN. OF 10' AT ADJACENT TOP PLATE TO STUD, END NAIL --2 - 16d INSTALLED ON THE TOP OF THE CEILING PANEL8. PERPENDICULAR WALLS / COPINGS. STUD TO BOLE PLATE, TOE NAIL-- 4 - 8d CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NECESSARY DRA.'IINGS • ALL COPINGS SHALL HAVE STANDING SEAMS. DOUBLE STUD, FACE NAIL Ibd • 24" O.C. EXTERIOR WALLS: DOUBLE TOP PLATES, FACE NAIL Ibd • 16" O.C. AND OBTAINING REQUIRED PERMITS. TOP PLATES, LAFS AND INTERSECTIONS, FACE NAIL 2 - 16d • R-19 FIBERGLASS BATTS MAKE INSTALLATION OF ALL ITEMS IN COMPLETE ACCORDANCE WITH ALL COr'"NUOUS HEADER TOW PIECES 16d • 16" O.G. ' . INSULATION SHALL HAVE A PERM RATING OF ONE OR LESS AT WARM SIDE CODES OR REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES. I. DEF.CRIPTION ALONG EACH (WINTER) OF WALL. WOW INCLUDED= atRUCTURAL STEEL FRAMING MEMBERS, STEEL SUPPORT MEMBERS, CONTINUOUS HEADER 70 STUD, TOE NAIL- 4 - 8d • ALL VENTS, HOODS, ETC. REQUIRED, WHICH PENETRATE THE ROOF gTRUGTURE AND MISCELLANEOUS STEEL CONNECTIONS AND SUPPORTS WITH REQUIRED BRACING, CEILING JOISTS 70 PARALLEL RAFTERS, FACE NAIL - 3 - Ibd INTERIOR WALLS= SHALL MATCH ROOF COLOR PROVIDE 15'40P DRAWINGS OF ALL ITEMS I" x 6" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 - 8d PENETRATING THE ROOF FOR APPROVAL. COORDINATE WITH ROOFING WELDS AND rABTENERB. WIDER THAN 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL-3 - 8d PROVIDE R-11 SOUND BATTS AT ALL INTERIOR PARTION AND FURRED WALLS. CONTRACTOR 2. REFERENCES 1" BRACE TO CORNER STUD AND PLATE, FADE NAIL 2 - n HEAT DUCTS: • HVD.0 CONTRACTOR SHALL COORDINATE UNIT AND DUCT LOCATIONS W/ OTHE'2 BUILT-UP CORNER STUDS I6d • 24 OC. pRpfE�� . ASTM A36 - STRUCTURAL STEEL BUILT-UP AND d0ETT01�1 BTACsGERED Z dZ�2• SDS • R-5 , OTHER TRADER. / G`F AND BEAMS f • A6TI'1 A301 - CARBON STEEL EXTERNALLY THREADED FASTENERS SPLICE 16 16 C, �r • AWS 0101 - STRUCTURAL WELDING CODE 2" PLANKS -2 - I6d • EACH ROOFING: JOISTS OR RAFTERS TO SIDE OF STUDS, TOE NAILS EACH SIDE 2- 10d • SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER ,y • AISC - SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL I. PROVIDE NEW FOUR PLY BUILT-UP ROOFING AT NORTH AND SOUTH ADDITIONS. FOR APPROVAL AND ACCEPTANCE. �jq q► 18,�� ,`Z' STEEL BUILDINGS DLOC1C1Nr� BETWEEN JOIST OR RAFTERS TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END-2 - 10d MANUFACTURER: JOHNS, MANVILLE qD N, K TO JOISTS OR RAFTERS BEARINGS - TOE NAILS, EACH 61DE 3 - 10d INSTALLATION. PER MANUFACTURERS SPECIFICATION 4GNC • PROJECT WILL NOT BE CERTIFIED AS SUBSTANTIALLY COMPLETE BY THE - C�I1NER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMONSTRATED THE C ✓✓ 3. 61JB1'11TTALb BLOCKING BETWEEN STUDS EACH END NAILS ORO2- 16: 1 2. MATERIAL: VARIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE OWNER'S PERSONNEL, • SHOP DRAWINGS: SUBMIT SHOE' DRAWINGS FOR APPROVAL PRIOR TO BEGINNING RIBBORN6 t0 STUDS •FASTENERS - 11/4" TAPE AND STAPLES BY 8ENC0 ANL` THE OPERATION AND MAINTENANCE DATA HAVE BEEN SUBMITTED 51' FABRICATIOW, SHOP DRAWINGS WILL SHOW: ONE (1) - INCH RIBBONS - 2 - 6d •BASE 614EET - 28 LBS. BASE SHEET BY JOHNS MANVILLE THE CONTRACTOR AND APPROVED B'. THE OWNER AND ENGINEER TWO (2) - INCH RIBBONS 3 - 16d e PLY SWEET - TYPE IV GLASPLY • SIZES, SHAPES AND DIMENSIONS OF ALL MEMBERS USED. •CAP SHEET - GLASKAP SHEET DBY JOHNS MANVILLE E PLUMBING: NOTE: WHERE NAILING SCHEDULE AND INFORMATION GIVEN ELSEWHERE IN THE •BASE FLASHINGS - DYNAFLEX BY JOHNS MANVILLE PLUMBING 18 TO BE BIDDER DESIGNED. SEE INTER;OR DRAWINGS FOR • FABRICATION DETAILS CONTRACT DO NOT AGREE, THE MORE STRINGENT NAILING REQUIREMENT ' SHALL APPLY. FIXTURE LOCATIONS. 3, APPLICATION: • • DETAIL6 OF ALL WELDED AND BOLTED CONNECTIONS I. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. •MECHANICALLY /,rTACH BASE SHEET TO SUBSTRATE USING TAPE AND STAPLES. • CZ14TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NECESSARY DRAWINGS SPLICES TO LAP 4'-V MINIMUM AND BE NAILED WITH (12) I6d MINIMUM EACH SIDE •MOP TWO PLIES OF PLY SHEET IN HOT ASPHALT At 25 LBS. PER 100 SQUARE AND OBTAINING REQUIRED PERMITS. • CERTIFICATIONS: FURNISH MILL CERTB FOR ALL STEEL USED. OF JOINT. FEET PER PLY. •MOP CAP SHEET IN HOT ASPHALT AT 30 POUNDS PER 100 SQUARE FEET. • MAKE INSTALLATIONS OF ALL ITEMS IN COMPLETE ACCORDANCE WITH • SUBMIT WELDER CERTIFICATION PAPERS FOR ALL WELDERS DOING FIELD WELDING. •MOP BASE FLASHING IN HOT ASPHALT AT 30 LBB, PER 100 SQUARE FEET. CODES AND REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES. SUBMIT LETTER FROM MANUFACTURER STATING OFF SITE FABRICATION 16 GONE BY 2. BOLT HOLES IN WOOD SHALL BE 1/32 TO 1/I6LARGER THAN THE NOMINAL BOLT CERTIFIED WELDERS DIAMETER ALL BOLTS SHALL HAVE STANDARD GUT WASHER UNDER HEAD AND NUT UNLE66 NOTED OTHERWISE. 4, WARR2ANTY: • SUBMITTALS: THE PLUMBING CONTRACTOR SHALL SUBMIT DRAWINCi5 4. QUALITY ASOURANCE PROVIDE 20 YEAR MANUFACTURERS GUARANTEE AND 5 YEAR INSTALLATION SHOWING PIPING LOCATIONS, SIZES, AND ARRANGEMENTS TO THE 3. PROVIDE 2x'SOLID BLOCKING BETWEEN J018T6 AND RAFTERS AT ALL SUPPORTS. WARRANTY. ENGINEER BEFORE STARTING WORK • PROVIDE 8P�`C'f i. INSPECTION FOR ALL WELDING IN ACCORDANCE WITH UBC B,.00KING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER • PLUMBING CONTRACTOR SHALL COORDINATE PIPING AND EQUIPMENT LOCATIONS W/ OTHER TRADES. REVISIONS: rMODUCTB= - 5. EXISTING ROOFS ADJACENT' t0 THE NORTH AND SOUTH ADDITIONS SHALL -- ------- 5. ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO T14E APPLICATION OF SHEATHING, BE PATCHED AN FLASHED AS REQUIRED IN THE DRAWINGS AND AS REQUIRED • SUBMIT OPERATIONS AND MAINTENANCE D.aTA M4NIIAL TO OWNER I. MATERIALS PLASTER ETC. FOR WATER TIGHT INTERFACE WITH NEW CONSTRUCTION. FOR APPROVAL AND ACCEPTANCE. • STRUCTURAL STEEL - ABTM A36 6.EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR 6. ROOF DRAIN OF FLAT ROOF AT BUILDING 2 WILL BE RELOCATED TO • PROJECT WILL NOT BE CERTIFIED AS SUBSTANTIALLY COMPLETE BY THE BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIA710N. 90UTH EAST COINER AND CONNECT 70 NEW DRAIN FROM NORTH ADDITION. OWNER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMONSTRATED THE • STEEL TUBING - ASTM A500 GRADE B '.1,4RIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE OWNER'S PERSONNEL, 1, PROVIDE ALTERNATE PRICE TO RE-ROOF AND REPLACE COPINGS AND 414D THE OPERATION AND MAINTENANCE DATA HAVE BEEN SUBMITTED BY • BOLTS - A30'1 - �' FLASHINESS AT BUILDING 2. TI' F CONTRACTOR AND APPROVED BY THE OWNER AND ENGINEER EXECUTION= B. ALL WOOD BEARING ON CONCRETE OR MASONRY &HALL BE PRESSURE TREATED e • CONTRACTOR SHALL PROVIDE VENTILATION SYSTEM FOR "CRAWL" SPACE - DOUGLAS FIR. BELOW NEW Ro"16ED FLOORS. 1. FABRICATION S. STRUCTURAL MEMBERS SHALL NOT BE CUT PIPES, ETC., UNLESS SPECIFICALLY . WHEN EXISiTTJG FIXTURES ARE REMOVED, CAP PIPING AS REQUIRED BY' CODE. DETAILED. • FABRICATE ALL STRUCTURAL STEEL FABRICATIONS IN ACCORDANCE WITH AISC SPECIFICATIONS AND APPROVED SHOP DRAWINGS. 10CR088 BRIDGING SHALL BE PROVIDED A7 S'-0" O/C MAXIMUM FOR ALL JOIST'S • CONTRACTOR SHALL VERIFY CAPACITY OF EXISITNG WATER AND JANITARY AND RAFTERS MORE THAN !s" DEEP. SEWER LINES. • SHOP PRIME STEEL 11. ALL PLYWOOD NAILS &HAL,. BE COMMON ONLY, ALL OTHER NAILS SHALL BE • RELOCATE F-XISTING ROOF DRAIN LINE AT GRID INTERSECTION B 4 2 2. ERECTION COMMON OR GALVANIZED BOX, NAILING SHALL BE PER CHAPTER 25 OF THE UNIFORM BUILDING CODE. • ERECT AND INSTALL STRUCTURAL STEEL AT THE LOCATIONS SHOWN ON THE PLo'.NS PROVIDE TEMPORARY BRACING AS REQUIRtD TO MAINTAIN STRUCTURE IN PROPER 12.ALL BTRI.ICTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES ALIGNMENT UNTIL COMPLETION OF SUPPORTING STRUCTURE C4XFORMMG TO THE STANDARD GRADING RULES FOR WEST COAST LUMBER, NO. Ib UNLESS NOTED OTHERWISE= O RAFTERS, JOISTS, PLATES --NO. 2 1250F. E L E CT fR I CAL BEAMS MD STRINGERS - NO. I 1300F. POSTS AND TIMBERS NO. I 1200F. DIVISION (o W00 AND PLASTICS 2 x 4 JOIST AND RAFTERS -NO. 2 14150F. - - -- - - - STUDS, BLOCKING, STRIPPING--- STUD GRADE. ELECTRICAL: PROJE -- 13.WOOD STUDS MAYBE NOTCHED t0 A DEPTH OF 25% OF WIDTH MAXIMUM, EXCEPT • ELECTRICAL (BY SEPARATE P'"aRMIT / BIDDER DESIGN) SOUTHWEST FAMILY '- INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MAXIMUM. • ALL NAILS TO BE COMMON OR GALVANIZED BOX NAILS. NAILING TO BE • MAKE INSTALLATION OF ALL ITEMS IN SOMPLETE ACCORDANCE WITH ALL MEDICAL OFFICES 14.8TUD8 MAY BE BORED TO 40�I1+ OF WIDTH MAX. EXCEPT INTERIOR NONBEARING CODES AND REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES, � IN ACCORDANCE WITH TABLE 25-0 OF THE MOST RECENT EDITION OF THE STUDS WHICH MAY BE BORED TO 60�i MAX. WHEN EACH BORED STUD IS DOUBLED USG. WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS. • CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY DRAWINGS/ 11900 SW Greenberg Rd • ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED DOCUMENTS AND FOR OBTAINING PERMIT. Tigard, Oregon 9?223 WITH A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH 'STANDARD 15.IN NO CASE SHALL THE EDGE OF A DORQED HOLE BE NEARER THAN 5/8" t0 THE SPECIFICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS', • SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER --- - -"-- -- - ---- ASTM DE640"TION 01160. FOR APPROVAL AND ACCEPTANCE. CLIENT: ALL LUMBER SHALL HAVE A GRADE STAMP. PLYWOOD:_ • PROJECT WILL NOT BE CERTIFIED 48 OU58TANTIALLY COMPLETE BY THE I. PLYWOOD FOR ROOF SHEATHINC'q) SHALL BE COX. USE EXTERIOR TYPE MINIMUM OWNER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMONSTRATED THE BEN STUTZ I. LUMBER GRADES: VARIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE OWNER'S PERSONNEL, C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER PLYWOOD FOR FLOOR AND THE OPERATION AND MAINTENANCE DATA HAVE BEAN SUBMITTED BY 1128 `'' • WALL FRAMING MEMBERS: DF-L NO. 2 OR BETTER SHE,ATHI,IG SHALL BE CDX. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR THE CONTRACTOR AND APPROVED B'T THE OWNER AND ENGINEER. SW Englewood TYPE GLUE. ALL PLYWOOD SHALL CONFORM TO U.B. PRODUCT STANDARD ?. 6HEATHIN�i= R®S 1-14. Lake Oswego, Oregon 97034 • ROOF SHEATHING: 5/6" APA RATED SHEA7HIIrG, t 4 G 2. ROOF SHEATHING: 5/9", APA RATED 40/20, CDX, EXPOSURE 1 Date: 6/28/01 32A6, EXPOSURE I, STRUCTURAL Scale: 3. RE"R TO ROOF FRAMING PLAN FOR NAILING PATTERNS. Drown by: DJL • NAILING PATTERN: USE dd NAILS WITH DEFORMED SHANK 6 ON CENTER AT EDGES Checked by: JDA 12 INCHES ON CENTER AT FIELD DEMOLITION= Jab No.: 01-0514 • • WALL TO ROOF 1/2" A PLAN FOR SPECIAL NAILING REtaIJIRET"BNTS. REMOVE ALL SIDINGS. MISC. SHEATHINGS, TRIMS, FEATURE6, ETC. At NORTH AND DrawingNo.: SPEC-1 L ATHINb: 1/2" APA RATED SIDING, 16 INCHES ON CENTER WALLS OF BUILDING M. NOTIFY THIS OFFICE FOR SITE OBbt:R`.�ATION OF THESE � EXPC`SU1!!E I ------ g LOCATIONS PRIOR TO COVERING. REMOVE THE SHEATHING PROM THE NORTH • NAILM PATTERN: USE 6d GALVANIZEG` NAILS WALL OF BUILDING ONE AND RESHEATH. Q" 6 INCHES ON CENTEPI, AT EDGES ?G 12 INGHEB ON CENTER A7 FIELD N eqj rim MIL.00KING= qr • PRd1nDt FIRM BLOCKINQ AS Rr02JIRED AS FOLLOWS= ;,' • M COPk;EALED M1°ACES OF �JTUD WALLS AND PARTITIONS, 04CL O NS RIND SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10'-D" INTERVALS BOTH VERTICAL AND HORIZONTAL. 4 t • AT ALL IN'TtIECOP6ECTIONB BETWEEN CONCEALED VERTICAL NOTES AND AND HORIZONTAL •PACTS SUCH Or..Crl�R AT SOFFITS, t iz` r, a. ;ate 11. r rpt, Gf OISOP CrZILIt M AND COVE CEILINM. SPECIFICATIONS ;•, • M 01"ININIM ARM0 VENTS, PIPIIS, DUCTS AND SIMILAR OF41NNO WHICH AIPOW A PASSAO! FDI!FIRt AT MILING SHEET ANO FLOOR! LEVELS, WITH NON-COh1lNISTIBLt MA1EItlALB. Greenbu►q Rd,I ION BUP2001.002" 0 * 3 - ]of 19 MIN �..-�. Illlllit!IIIIIIIIII IIII IIII II11 IIII Illi IIII IIII IIII 1111 IIIIIIIII IIII IIII IIII IIII ! ". u�Y STS Cort 1 I I I I ( I I I I III 11111 111111 III !IIII' I IIIlilll II II III 11 111 1 Illilll 111111 1111111 11 IIIIIIIIII11111111111i111111 IIIIIIIII 111111111 IIII�II �11111 ID 11 12 13 14to 0 21 22 23 2�. M6 2 8 2 30 ty F ; r ^t. �: r _r r.f� F... C,'� ?Z'�k•, ,"d't ? j r ,t n ._- n zE e•',Ib ,. ..d � k;- baa} tr H� t n .{ °I ' , 1 .i,: 4 , y k.. G . .. ,- .. ,:.. ., ,....,*.W .I... 1.. .: :. .. .... "', , ... W W. I •'I' . ., } , dt It - 2 JF i IT F4 r ,A D C B A� iXkl N 0C0 I - 90 S.W. Center St. - Tigard, Oregon 97223 o CTOM5 EXAMICERoo �y"�'L EE ELRC. Phc,�e: 503 620-2086 -�� - - 126 6F. lb G.F. --=� D1p1Nt6° Fax: �503� 684-3636 F6T, RAr„E eTt�. oP11Easlce eTo�+e,TaGE � � b �^ -- - _ 234 OF. _ XAM a IC EXAM I R dht I Roots I IE•ooP1 I EXAMM I ERooM I EXAM I EXAM 1 EX16TIWG SOVER!`D WALKWAY .- 132 6F. '!� 6F. SPS bF. 39 bF. u 6F. 6F. W tt• 110 6F. 110 SF. �F !_ m mor. I 1 Irmin (150) toe domes (205) (150) 1 »»»»..»......_..»..» »..»»..»..,,,r.._.»».».»._._. __» .....»» .. ....... .. »....._...._......».»... »..»..»..»».».»»�.........».». ..._._. �p P R Ot knee o+ooroece (�) EQIIPYENT PERUTTEO IN SHAKO AREA - Y_-0• mor L• 1'-0' mM. (!to) EXAM EXAM EXAM (430) depth _ 04011 ROOM DOOM -� 4, � � \ LAVATORY CLEARANCES SPOUT HEIGHT AND KNEE CLEARANCE �F10QR SPACE �,AK �,M 99 6F. 99 SF. 81 Sir. �" 16,507 Roof' 64 OF. EXIOTWa OuILDIWA EXAM rn `�O��-._•__,-_.,,c�"�G�J 430 oltemob - 64 bF. RJ! O RJt REGl1•TION WAITIWG \��O N= �� ----------- ------ 3•- • min. ,'-0' -0' m J'-4' 3�A' min. GNARTO Ice SF. AREA (�) ,oe _ v _ - 352 6P. - Al (_ 110 6F. Ptp011 ptoo� -- •- , 41 - A R.R. _ 140 SF. ^ 3'-0' mor I I \ ID® 6F. 916 TOILET PAPER RR -- J / rT t' 71 „ 1�'v I _ I 4......................... »..»....».....»...... ......_..♦_......_.........._. ........ ._»»......_..»......»..»................................................................... ..........................r' EXIT SIGNS AS NOTED. MIN XAM XAM XAM EXAM XAM 1220 I I G otoom E op"CEO EROC`1 EROQII ROOI1 EROOI'1 ROOM OPPIGE ROOP1 FROOM Mo OPPICE A T016[T PMLII /\ .. 120 6F. Im8 $F. Im8 9F. 96 Sf. 94 SF. JI SF. 156 SF. 110 8F. 110 6F. 105 6F, !A•tJDDLIC RR FOS ER CLEAR FLOOR SPACE Al LAVATORIES tkEAR WALL DF STANDARD STALL an,�W = I I! I puu THI6 AREA NOT INCLUDED IN E --------�-- TOTAL OCCUPANT LOAD OF BUILDING. ACCESSORY USE. 000PAN? LOAD .� N t•-. min. 2•-0• .Rc><IaREc COIF. RM.•31m OF. O FLOOR PLAN --- � 310/15-20&6 R i/ib r-m REVISIONS: ._-- ( ) ( ) BREAK RM.■115 6F. H -- IIS/IS•1�i L' x PUSH Kot CODE ANALYM FM FE STM FSO BLIMM OCCUPANT LOAD TOTAL. OCCUPANT LOAD • 24 OCCUPANCY CLA661FICATION, B EXTERIOR LL AT 800tH WALL At •900TH ELEVATION -I DOUR EXAM ROOMS • 9.8 TYPE OF CON&TRUCTION: V-N WELT WALL AT NORTH ADDITION I HOUR 24 EXAM. ROOI"19•?h51 SF. COMM:JN WALL BETWEEN NORTH "Olt: � ) 1A BA61C ALLOWABLE AREA, 6r" 6F. ADDITION .:ND SOUTH WALL OF 2,351/240@4JA 0Lm[R NON-61ORINKLEMED DUILDINu 1 HOUR M" LATCH ICE iJ.91 NO YARD INCREASES INTERIOR WALLS ACTUAL AREA, '1,686 6F. AREA SEPARATION WALL BTWN. EXTG. 6%1111008611 891 9F. op BLDG. M AND SOUTH ADDITION 2 HOUR FRONT APPROACHES - S NGING DOORS HIGH ANU LOW -- SIDE REACH UMITS MAX. SIDE REACH OVER OBSTRUCTION FLOORS ROOF RECEF'';�n AREA • 4.15 CEILINGS 5'-V AREA SEPARATION WALL I HOUR ACH 61DE OF AREA■416 SF. 4lb/Imm•4.16 I STRUCTURAL FRAME NON-RATED AOC�BBLJt DE7Ad.l8 / EXISTING RETAINIWj WALL PROJECT; AOC6B�lTY NOTES / EDGE OF EXISTING A.0 PAVEMENTS �- TO�LOCATION WALL ON PROPERTY.ET DUE SOUTHWEST FAMILY HOUR WALL AND PARAPET APPROX. ?" FROM PROPERTY LINE. MEDICAL OFFICES DUE TO LOCATION ON PROPERTY EXISTING BUILDING e? 1. ALL AFhECTED PORTIONS OF THE BUILDING AND 61TE &HALL BE pQ 5'-1" FROM PROPERTY LINE.- 11900 SW Greenberg Rd. CONSTRUCTED IN ACWRDANCE W/ CHAPTER II OF THE O.6.6.C. ,,p PROPERTY LINE--- Tigard, Oregon 97223 `-- ACUTH ADDI'i!ON NORTH ADDITION 2. CONTROL6 AND HARDWARE, EXISTING CYCLONE FENCE HANDLES, PULLS, LATCHES, LOCK6 AND OTHER OPERATING 1. l 165 SFJ 1 PH SF.) DEVICEA ON DOORS, W'NDOWS, CABINETe, PLUMBING EDGE OF EXISTING A.0 PAVEMENT PHASE 2 PHASE 2 a,IlGtNd� CLIENT: FIXTVIRES AND STORAGE FACILITIES 6HALL HAVE LEVER o EXISTING!► BUILDMO EI OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR �' t (6!412 SF.) BEN STUTZ AAM PRE66URE AND NOT RECIUIRING TIGHT GRASPING, b !-N4ASE PINCHING OR TW16TINO TO OPERATE. :4 °11LD1NO/ 1 1 2 8 SW Englewood THE Hk34E6T OPERABLE PART OIL ENvIRON`1VIT AND OTHER I NOL A ARTA CE IL MiGs S'-0" MIN • Lake Oswego, Oregon 97034 CONTROL, DISPENSERS, RECEPTAC'_E6 AND OTHER FR01.1 AREA SEPARATION WALL. OPERABLE EGIUIPMEENT SHALL BE WITHIN AT LEAST ONE OF THE REACH RdOMS, 6PECPIED M SECTION 3WMVb), AND NOT 2 FLOW AREA SEPARATION WALL- ° � I LE" THAN 36 INC4E6 ABOVE THE FLOOR, EXCEPT THAT ELECTRICAL NO OPENING 6 WITH 5'-0" Date: 6/28/01 AND COI'1I WICATION6 SYSTEMS RECEPTACLES ON WALLS �` NEW ONE HOUR WALL AND Scale: NTS 6HALL BE MOUNTED NO LE66 THAN IS" ABOVE THE FLOOR PARAPET DUE;TO LOCATION TO ASbU'1ED PROPERTY Drawn b y. D JL CCNTROL6, OPERATING MECHANISMS AND HARDWARE, INCLUDES LINE. Checked by: JDA INCLUDING SWITCHEb THAT CONTROL L04THO AND VENTILATION 6 , AND ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE Job No.: 1- 6PACE6, ALONG ACCESSIBLE ROUTE6, OR A6 PARTS o7F Drawing No.. CODE ACCE6619LE ELEMENTS SHALL C 71OLY WITH DICTION IWS OF THE OAS.C_ ASSUMED PROPERTY LINE^i; J. CHANOR6 M LEVEL, ' AOMPT CHANW& IN WE047 GREATEN THAN I/4" 6HALL BE BEVELED EXTG. FIRE HYDRANT TO I VERTICAL TO 2 HORIZONTAL. C1"1ANW6 M LEVEL THAN In" SHALL BE ACC DMIDL 16WED BY MEANS OF A RAMP MEETING THE RECIUIREMENT6 OF GOVEI�D WALKWAY - CONNECT TO PUBLIC 110!1 OF THE 0,616z. WAY. dm 11-M6HOLDS AT DOORS 64ALL NOT EXCEED 1/2". RAISED THRESHOLDS AND FLOr 4% LEVEL CHANOE6 AT ArX' 0661BLE DOORWAYS SH BUl1.PM 4 ALL BE OEVELEL. JJ/ A 6LOPE NO GREATER THAN 1,2 VERTICAL TO HORIZONTAL. hill k 4. off• A10CE6S11�lL.E ROItTE P*OVIDE A DETECTABLE WARNING SURFACE AT LOCATIONS U41ERE ACCESSIBLE ROUTES CROSSES OR ADJOIN6 A YUMIG&AR WAY. DETECTABI-t WARNMGI16 ON W,4LKI 42 SURPACE6 &HALL &W. 88th AVE. CONMY OP AN A�OvW TEXnM AND VIOUALLY CONM"T UTM CODE ANALYSIS ADJOMMGI lI,NlACtS. MMW MAY ft ODTAMD ISY ADOMGi GLEAN �" .. IKAGMS *AND TO 1$4 PAINTED GTRIM S. PI60VIDt M"IOOTH, LRW.L -- : TIMAI�I&TV4 POWM PAWW AC=66 W�Y6 TO C 1MMM UALKO I"IAXIMIl1 N off f_ &LOM Of' RAM= AOC11M "" 00" NOT t D A WIM NS W.OPE SITE PLAN rreenburg Rd,11900 f r* ON'I f UNIT VlRTICAI. N '� UNiT� I�10ltlirJNTAL R 1/16" • I'-0" 4SUP2001of '00244 Q H l 004 'l K • crn nujlnl Inline unjnu uiliiii III I r. I Ire I I 1 `: Li0`N.ITY pI I I ( �I nlifirli Inl'Illljrl I unjnnlun 1 Inl ullllljnlllrn uI11u�u I nnjlln In jI11I nIrywIIIrinjull,Inljnn un 1 I lu nu ,.I'. ii ,pori Ib 11 IS 16 14 le 17 I �I11 t ��p dttl • l 0 Z. '111 63 Y 4 r� F - .i ,moi;: i ,;, 1 V•,r,.S 1. :.rep ..r.. µ - •. .. --ice' ,. , . _ ':;�i:, ,. :, ...Y ;•. ._. y_.t' .'fid "z.. .f } a. I .rt• I ,r 1 r:Yy k ' Nolcoll k%l 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 03� 3 620-2086 Fox: 664-3636 0 PR 1 �`�/GINE J/ 16,507 011 ►roe , 40. / / ��/ ,//. / /� r / so �9 REMOVE EXISTING ;��/: '`/f/ / /.f! /O 9�1 13 ROOF STRUCTURE '/ / ;%; r / ` ♦' ',/eulLOn ,i' �j /�//, /• /' Apo1TION /�/// //r f//i�j�f/;,•' , /- i, ,,r f/mil,, • /�°� - -•-_. / �j�/j%j��f%��%��%" ; %i.-%;.�;/%'i%/jai/ r % � r�,,,.,; , • 10 '�•: ///%/ . / � , :/�, /%/��,,r�,r�i /✓�/f''f // 1,4�a er. � DUILDINC� 3 4o•4a ♦ //,•/%/rr/ � /' REVD ONS: lo SE ir • ° •�' �ti � it � I rtYJatt,.241 r I � II It I HC I I1, < I"' Li j; PROJECT; ---- - 1 I ,//�r,��'i':�r�•"!ri$%!'%�///irk� �. �r.. _ Q "";'''�'%' . I SOUTHWEST FAMILY ' , , a ., , ,•'f BUILDING , I MEDICAL OFFICES CONCRETE 3f� 8F. i��f GLAD '''/,, �; 'j'/./fir/r./' r;�%/' .;ri% %i:�/.•: ./!%�; I -----•-- __ — -- -- — ,. 1, / . �;r �,, ,!r/:r,•,�,,;;.;.,',;; I 11900 SW Greerberg Rd. _ __ _ -__ % Tigard, Oregon 97223 12" x :m' DUMPSTFR/ - ------ — - - ENCLOSURE W/ CYCLONE BEN SIV 1 L FENCE W/ SIGHT SECURING $,W. 88th "SLATS. GATES l2 AT 1@') 1 ?_8 SW Englewood SHALL OPEN PAST THE 9rd' Lake Oswego, Oregon 97034 POSITION AND REMAIN IN THE g 9 OPEN POSITION DY "RODS". Date: 6-28-01 Scale: 1"=20' F Drawn by: DJL 4 e Checked by: JDA _S wE DEVELOPMENT PLAN � f,3'' 4..' 1) � Job No.: 01- . A rd =2O� Drawing No.: SITE AICA ti $'+ r NOTE: .4 SITE DEVELOPMENT PLAN HAS ALREADY DEEN SUDMITTED TO THE PLANNING DEPARTMENt FOR REVIEW. THIS PLAN IS MODIFICATION AFTER THE PLANNING REVIEW. SUBMITTED FOR INFORMATION ONLY AND IS BUDJECT TO S t kF - 1 Y � 4 r L •i H SITE FLAN --- - -- . SHEET I w Gre*nburg Rd, 11900 SUP 2001-002" •Y'', �• 1 sof 19 1 . .r.ww.....,.n,l.+c..,�.�,.��,1,....m.n.,�. '!^-•'••.-.- w�...—. ,.�...,�—.w.......�--....,....,,.�wr..,.+.w�.•.--.._......�_�....�_.._.._.___.._ .,.s.r.w,�le• �� ,Pi r!Dw I � ' 1. Illi'IIIIIIIIII�, 11 INS.. t 1 1 I 1 Illlllli IlllIIIIIII 1'l 711 I Ii7718 II;III11111�IIII Ip 10 11 Ilt 13 17 I!1 10 80 21 29 23 �4 28 2e 27 28 2I0 3I0 T 1 2„ r • "•.-^•w9'..1�R�111T•+�.Rn•sC+w^;•rr,rrtx:rr:ee-wrra5e�vnf+.. .,. n� �✓ r I��o �f�� NN�, 4 + I i s ,q xl e _: - x ;; , jy •r�k,. ,h _ INFILL TWN. 5LOG. 1 4 2 BLDG. 2 , NO co _ 49'-1" _50'-5" I - 4 COP1MlNIGATIONS F ~ ROOM - - �- - _- -- ' - - - - - 1 9025 S.W. Center St. - Tigard, Oregon 91223 ---,i h L - P- --- I I �, Phone: 503 620-20861 Q� DOCN�fJl�tb Z _ ■ r� 1 " " " 9'-31/2" -91/e" OFFS EROOM Fax: 503 684-3636 IZ'-3 I/2 9'-3 I/1 9'-3 I/2 STORACzE BTORACmE ---- -----.--11 I `__ -- L r 11 - '� 'If �L- ------- r I �` - I I I I ■ I/, ICNART u I I ii (� I I I �� I BUSINESS �_ TORAGE �- M• j REFERRALS i rf i EXISTING COVERED WALKWAY �___�- � =i LLL.-7L---- h�8 M 0 ® OFFICE m _ I I 1 DOCTORS dXkI EXAM EXAM EXAM EXAM EXAM - EXAM RDOM ROOM ROOM RDOM ROOM ROOM I ----- - - - p I 2 3 4 I II I I I 9'-11 1/2" 4'-O" 11'-0 1/6" I I IO'-8 I/2" 4'-m" Im'-PJ" I • •I f . /�` i� � ' Im'-��" 111.11 I '_111 � Im'-Im" i 1 11 ,1_ 11 11- " I I '� 9'_4■ O V I II EXAM /-J XAM EXAM ,b ROOM ■ NURSES _ DOM ROOM EXAM ' 21 `0 8TAT10�1 2' 111 23 NURSES 8 ROOM i'_b„ � `� /0�p PRQfF ip --------- STATION ® :r � -- 21 .JJ+ ' ,� � - ----- ID EXAM �+ I., EXISTING BUILDING ROOM 34" NIGH 16,tiU7 9 Q iA RECEPTION rr1~ _------ I I COUNTER 10 • ;/ EXAM RR' C IS'-Im 1/411 • _- , Q �1 1y9/'J• BREAK ROOM - 8 % 13'-II 1/4'1 RikI ,� M WAITING �, 18 ,�. . N I ROOM 2m '!1 •'� \ r \ d, 0., ;+ CHARTS RECE II i n ,0 AREA ggOrN_K�G� � � I SHOWER 0 EXAM o i PROCEDURE'$ EXAM ROOM. L6 EXAM NURSE �, EXAM M NURSES ROOM 12 �lip R.R ROOM I STATION 24 STATIONIL JJ II I•_ 11 1 11 1 11 • 11 1 1. 1. _ " FLOOR PLAN I I 11 - -3 I/2 14'-Im Ib -9 3/4 „ Im'-m 110-201Q"-= -__-_ ' Ii =� I R1 I u ' 9'-6 1/4"t I in ' T rl I `► ;� C HEXISTING WALL TO BE REMOVED C40WERENCE WALLS TO BE IMFILLED ROOM - 1 • DOCTORS EXAM EXAM A EXAM EXAM DOCTORS EXAM PROGE881NG ; ADA. '1 REVISIONS. I OFF I GE Room - ROOM , ROOM ROOM ROOM OFFICE BOOM ROOM ; ' ^•'"F� D " r I ID 11 = ib 15 14 13 , ►w?�,el PUBLIC r• Q '1-12-01 GENERAL REVISIONS 1 "'^F RR FOYER 1 PER GCITY REVIEW I I J L_� PHASE I) 3 1 ' I/4"1 °� "2 /4" /411 ■ 1 2/4"1 !g".04 1-1 44 '-11 1/4"s '•1a 1/4" II'-2 1/411 EXT'G WINDOWS -TYP. • ADDITIONlee'-f" XISTI 21'- ITION REFER TO SWEET 2.4 ( PHASE 1 ) REFER TO &4EET 2.5 ( PHASE 2 ) ( PHASE 2 ) D C B A ELEC., COMPUTER 4 COMMINICATIONS ROOM - - - - - - - - -- - - 1 2 IWPL7EE 2 (- DOCTORS O r i I v EXAM 5 OFFICE R� 3 3 9 b ST eT E -- -- ---- � PROJECT: 2 2 �- CHART SOUTHWEST FAMILY I 1 I 5 5 BU81NE88 ® 1 I 5 , 1 y REFERRALS 11 r EXISTING COVERED WALKW4y MEDICAL OFFICES DOCTORS EXAM EXAM 5 EXAM EXAM EXAM EXAM EXAM OFFICE 4 c----_-- \ 11900 SW Greenberg Rd. 2 °�1eE ROOM ROOI"+ ROOM 741 Rood =91 -----= GENERAL !VOTES Tigard, Oregon 01223 � 1.) REFER TO SHEET 6.1 FOR TYPICAL FRAMING --- - - -- F' 5 5j I I i 'Y' S O DETAILS. 5 2.) WHEN INFILLING EXISTING OPENINGS, THE FINISHED BEN CTI IT7 PRODUCT SHALL PROVIDE A SMOOTH AND FLAT BE S U T L EXAM EXAM ,¢ TRANSITION 5ETWEEN NEW AND EXISTING EXAM NURSES RO25 OM Room EXAM CONSTRUCTION. SHIM OR LAYER AS REQUIRED 1128 SW Englewood M040M STATION - 1 �Ar�iOrei Roar .1 EXAM p Lake Oswego, Oregon 97034 21 - I® Room EXISTING BUILDING 3.) ALL. DOORS ARE TO BE 3010 UN.O., RING SIDE OF 4 5 5 I I 9 DOORS ARE TO BE 6" FROM ADJACENT WALL UN.O_ A MINIMUM Of 16" OF CLEARANCE IS TO 15E Date: 6-28-01 EXAM PROVIDED AT STRIKE SIDE OF DOOR UN.O_ R00�1 5 ------- - 4.) ALL INTERIOR WALLS ARE TO BE WALL TYPE 5, UN.O, Scale: 11/8"=11-01' l Drawn b JL BREAK ' l�Od'h _, _ RR O _.-_ O RR 8 WAA�As 5J O HOUR FIDE RATING LINE "G" ARE TO HAVE A Checked by. JDA _ _ _ _ _ _ _ 6.)DO NOT SCALE THIS DRAWING. REFER TO PLAN Job No.: 01-0514 d 5 -- � er. 1d�1�R 3 4 — _ L ABOVE. Drawing No.: PLAN-4 g 5 9 PROCEDURES EX'�"1 ® 1.) REFER TO SHEET 0.4 FOR TYPICAL ACCESSIBLE U 4 EXAM EXAM NURSES XAM ROOM DETAILS. ALL AREAS OF THE PROJECT SHALL -- RR ROOM STATION ROOM 12 CONFORM TO CHAPTER 11, OF THE O.SAC- ROd1 I�IJRSES 24 3 a Rik i 19 TATION -. "F`\ - - 5 4 6 5 0 FLOOR PLAN „ -- y 5 I T I/8 1'-0" INDICATES WALL TYPE - SEE SHEET 6.1 CIONFE l 0 11 "Id RADOM E , DOCTORS EXAM EXAM 5 EXAM EXAM EXAM 4 DOCTORS EXAM PROCESSING ADA. 4 4 OFFICE ROOM ROOM ROOM ROOM ROC�'1 OI'�ICE Rr-�O'M ROOM OFFICE PI,IdLIG . -^ I 1• 11 Ib ISS 14 13 MGR � y R.R. FOYER FLOOR PLAN 3 SHED•T Greenbury Rd,11900 ,n 201 BUP2001A024t hof 19 -—- (; ILII IIIIIilll'Ilil IIII IIII IIII III 1111 II I I I I 111m III ( I Ili n� 1II�1 �II I III�nIIIi tI�I Inlnllilll�iIIII1nI�uil IUl�unllul�lllllllu�llnll 10 11 It! 13 14 le 1? 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IIII Illlllrll Ill�illll ill111I11 I!liilllll m� � ^ tt I�t t n I I Iltl tllt�utl nu�un Inl�l n In1lnulunintrintr�+Itllnn��nllnll�uil IIIIIIIII Illl�llllllill�llllltlli��l t�ullt �t nl II I t) (4 I'i11"i""�"'" `i ( J I I o r a r �rti �j Y t is os ei et c1 et 46t eI •1 1 b ,qe. o� 1 . r y , .. "^,V!,p•TpgY.Y :: ' 1 � l!�l1, If�, Vrh I , 0 r � t. 7 , a,: . .....,.., .1.:,. r. : .... . :, ...' - ,.:. . < •,hk i'�• :.., -., 5,11,. b. .,'1G.• ,�, .. , I - '�. r,.�l�'::.�,!.,„Iy M ,., r�;r,4. ;±Pt.•�„rhx Jy 1�", n 17m-1:1 711 • RIM r. t, tu��,. •.riR k . 4 D D D D D ■ kX1 N ICO I NEW C"TRJCTION EXT'G 0"TRUCTION NEW 0"TRUGTION cXT'G CdJBTRUCTION NEW CONSTRUCTION +EXT'G CONSTRUCTION. NEW CONSTRUCTION EXT'G CONSTRUCTION NEW CONSTRUCTION ♦EXT'G CONSTRUCTIONENGMin 1 I ' 9025 S,W. Center St. - Tigard, Oregon 97223 Phone: 503 620-20861 Fax 503 684-3636 684-3636 NO PARAPET U8z SIMPSC N HDBA HOLDOWNS XURB ONLY) W/ DBL. STUDS. USE 1/80 x 36" LONG 2 A$. SHEATH W! 1/2" PLYWOOD E,4CH • - 59 5.3 SIDE OF WALL W/ 8d NAILS AT 4" O.G. MATCH HEIGHT • LOCATE (2) 5/8"o A.B. AT 12" O,G. OF EXT'G COPING BETWEEN HOLDOWNS SCREENED 53 S 11. 3/4 HOUR HOUR R4TEI I/2 HR R41ED RATE!:) DOOR ASSEMBLY ' - FOUNDATION VENTS r—� ` ' _ _ • / COOK ASSEMBLY ' 11/4" TIMDERSTRAND co do _� EXT.C2 RIM BOARD - TYP.---�, -- .. —b�7 - -•---- - 53 CMU WALL _ 24" WIDE ACCESS I HOUR RATED _ THRID PONY WALL WALL AND P{7(jf EXT'G COPING PARAPET ��Q�E &XID BLOCKING FTG. W/ l3) i— 2'-0"x 3'-m" ] HOUR A A v�c'IN��\�O\ TO BE REMOVED 8 4 2'-6"x 2'-b" •P AND REPLACED 53 '9 AT GEARING WALL BARB A FTG. W/ l3) BERRATI WALL W 16,507 y COPING W/ +f �� y b EA WY—� I' ' m 04 DAR$ BREAK 6TANDBEAMBI� 1a� b /4 x 13 I " G ' `fir - - - - _�`�j EA. WAY B °p ROOM Ifa'-D" OG. 53 -4 5.3 24" WIDE ACCESS -- �- 53 6'-2" TNRU STEM III „ D N. KE• lo ACGEBb!BLE -- ' . 93 TYP.Q r b 2 2 (54 .3 • V 53 53 1 = 53 a SIM. IM. ' 2'-•3"x 2'-6" 8 4 -SOLID BLOCKING 4 - 2'-m"x 3'-m" I HOUR WALL 4 53 , FTG. W/ l3) n PARAPET �+ I t3 AT BEARING WALL �4 DAt�tb 59 .TG. W/ (3) ' s 6 3/4 x 13 I J. +p�� + / t EA WY--�J;4. c in r EA. WADY RR r P r - P� 1 1 9 -- - - - I , 1 ' Sj aD IID-4 `) /,-,r-- �__ 'S3 — —�` 53 ~ DBL. JOIST I lid HR RATED EXT'G PARAPET '-1 3/8" '-1 9/14" 5 �" DOOR A88�MBLY TO BE REMOVED /' / 3/4 HOUR RATED 1 � 1bO 24" WIDE ACCESS A � -� -------- ROOF __ _- �- -� DOOR ASSEMBLY ROOF CRICKETS 1 1 . � S'lp 3 WOOD ' 9` �JI �gyp. � THRU PONY WALL - 9 AS BHOUN - - - - - r za Q 53 STUD . �b" ° , , REVISIONS: WALL 3/4" PLry100D - - -- - - -= 5/8" PLYWOOD - SHEATW!Wx BREATHING (APA - - , Qj -?-12-ml GENERAL RE,/ 51ONS - -- — �- - ----- - 1 - — RATED 32-Ib) - / - - - - - - - - - - ., W40 SL PER CTY RIE I�EW 3 6 3/4 x 13 1/2" G.L. 3 3 -4 OF SCUPPER- - RB-4 N:�ILING SCHEDULE ' ' I 2 PANEL EDGES: 8d 0 b" O.G. 2 53 SIM. _ ' I'- D! 53 FIELD: 8d * 12" O.C. 53 NOTES: �yJ - 2 LENGTH G °, A T 23'-10" NAILING BCNEDULE I.) ALL NAILS TO BE RING OR — PROVIDE SIMPSON HDBA HOEDOWNS - - BCIREW 9HAWED W/ DBL. STUDS. USE 1/80 y 3h" 1. rt<.s PANEL EGGEB: 8d + b" OaG. A.B. SHEATH W/ I/2" PLYWOOD ONE FIELD: bd * 12" O.G. 2.) PLYWOOD TO BC GLUED FRAMING BIDE 14 WALL W! 2" NAILS At O OC. MEMBERS W/ APA APPROI ADHESIVE LOCATE (2) 5,18"o A15. EQJALLY SPACED BETWEEN HOLDr'U�J3. R ROOF PLAN R ROOF FRAMING PLAN 0 FLOOR FRAMING PLAN 0 FOUNDATION PLAN 0 FLOOR PLAN T IIS" • I'-O' T I/8' • I'-D" R V8" • P-D" R I/8" • I'-m" R I!8" ■ I'-m" N H H H R DOOR R AND WINDOW SCHEDULES PROJECT: • 3 D D SOUTHWEST FAMILY MEDICAL OFFICES NEW GONBTRUCTION EXT'G CONSTRUCTION NEW CONSTRUCTION EXT'G CONSTRUCTION —� 11900 SW Greenberg Rd. NEW COPMG AND FACE 3 I Tigard, Oregon 97223 FLASHING (BLUE) 5.3 BEYOND i I HR. PARAPET - NEW GOPIHr I 11 ROOF BEYOND I b I HOUR PARAPET t I I 53 CLIENT: -- 53 OP OF SLOPING , FLASHING ------- 59 _ BEYOND. ROOF 5 — 5 I I w CANT STRIP b - �7 I HOUR ASSEMBLY - SEN STUTZ ----------------------------------- �_ i 53 � � 7 -!BUILT UP ROOFING - - ~ BEYOND -- _ REFER TO ASSF_MBLY i I NOTES ON 1/6.1 E 1 1128 SW Englewood i 1 ; Lake Oswego, Oregon 97034 i ' I HOUR ASSEMBLY - _ - -- �p i ' I II ITI I I I I I I I I REFER TO ASSEMBLY Date: 6/28/01 ----------------------------------------------- - -------------------------------------------------------------------- ----------- �� « 5'-m" MIN. �� « \` � 5'-0" MIN. NOTES ON 1/b.l Scale: AS NOTED 01 - CONT. BLOCKING - ---- At CEILIFk>r �BUBPENDED 2 HR AREA SEPARATION WALL 5'-0-1 MIN. Q Drawn by: DJL - LME - TYP. S CEILING AL1 AND I HR CEILING. REFER TO it 2 HR AREA SEPARATION WALL Checked by. JDA _.__ R► S A66EM15LY NOTES ON 1/6.1. LAYERS OF TYPE AND 1 NR CEILING. REFER TO Job No.: 01-0514 `� I HOUR WALL "X" GYPSUM BOARD ASSEMBLY NOTES ON 1/6.1, EXT'G WALL o b l ON METAL STUDS. Drawing No.: PLAN-3 - EEYOW b MIL PLASTIC EXISTI?I C.M.U. GYPSUM BOARD AT2 LAYERS OF 5/8" �INTERIOR ' 2 4 QARRIER - TYP. - �•2 LAYERS OF TYPE 53 FACE OF EXISTING STUD WALL -. R-21 MSUL. / "X" GYP6�A'1 BOARDJL _.__ i i EXTG. GRADE EicTG GRADE 9 ----- _ .._. - :� _ -- -- ------- - --- ---- --- - - - ----------------- `� ---- _ — _ 131 - - -- i `--' KEY. P AN r� rc B�EC'T10N SECTION A SECTION _ I/4' r-,o• 1/4" . r-m" SOUTH ADDITION SHEET Gre•nburg Rd.11900 #fir 8UP2001-00244 2 * 4w^ }o or 19 r1 2S�Y�i r1,�'.e a. 4 a'•r h .1, •.y..,. ...r.. .• .-. .-_-_-_—'__-__-_---r._... _.—..____- _..—. , ..•_•.311-"fit!•.•.—.w..,ae _ ... .,r.� lVuv .:..• ,i ..,..rw{.a':•.:...µ.,+.:,,Vi.-.M.4irYtM iMMrM11Yw aYwwwrN6d:.,w.w:r�k.1.�yIKM.7YMWaii:uM� ` 1'11111ii!ui nnlnu Ilu uii nn uIi un 1u1 un nn +u11111 u1t tui utI IIIc un Iu► uu nu it I ►,. , ,:., ,.. C I I I I I I ! I I I I f11 111)Illllllil 1111111:, I!li IIII IIIIIIIII II II II IIII I II 11 I ! !II IIII II1111111 111111111 IIIIIIIII II1111111 !ill IIII !11 Itu nit tt I uI 1uI un nn !e I 11 10 27 211 212 213 X14 6 8 Q +0 310 ' 12 119 II4 ` ( � � I � I - - �• 1" �2' J t.,l. •L %Kr _ , : 7 . A' v r yl �h INIII, ICO 11 LENGIN I NC. 9025 S.W. Center St. - Tigard, Oregon 97223 D C B A Phone: 503 620-2086 Fax: �503� 684-3636 I I NEW RIDDED METAL PARAPET SOUTH ADDITION EXISTING RIDDED METAL PARAPET Ix4 VERTICAL WOOD EXISTING — NORTH ADDITION NEW RIDDED METAL PARAPET TO MATCH EXISTING — - PAINTED BLUE SIDING. PAINTED TO MATCH EXISTING GRAY. 601.0M'ER U/ CONDUCTOR AND - — — — DOWN bPOUF1 ---- ��p I III fil NNW SIDING TO MATCH EXISTING NEW SIDING TO MATCH EXISTING �v t6' �1 I i,• / I i� �: 0/1; 1 I WINDOW TRIM TO MATON EXISTING i K co��/o3 EAST ELEVATION w� �►loa i i (TI EXISTING D BUILDING 4 • RWAU 4 EXISTING A&E 2 SOUTH BUILDING 01 NORTH REVISIONS: _ ADDITION— PHASE I ADDITION (�l D C B A --'NCLOSED COVERED EXISTING COVERED AREA WALKWAY ENCLOSURE AND M;SC. SHEDS 5BYOND 1==----------------------- I I I It" I I I I I ! I FM I F1 I I I I I I LLLM I I I I I I I III r*"- OUTLINE OF BUILDING 2 ® I[ I SHOWN DASHED PROJECT: - SOUTHWEST FAMILY MEDICAL OFFICES �---- EX18'ING i X 4 t4G CEDAR SIDING - VERTICAL 11900 SW Greenberg Rd. Tigard, Oregon 97223 CLIENT: EAST ELEVATION © nro sEN sTUTz oel 1128 SW Englewood Lake Oswego, Or egos 97034 • Date: 6/28/01 D A Scale: 1/811-1'-0" -'—BUILDING n Drawn by. DJL Checked by: JDA Job No.: 01-0514 COVERED AREA BUILDING N Crowing No.: ELE`�' �- ENCLOSED WALKWAY { ELEVATIONS :a1 1 II SHEET- -- --- ------ - g r3►eenburg Rd,11900 BUP2001-00744 11 0/— 193 i w -.e*+.�w�.�. .. .. ............rAR�.wwwrra..r....w...w,.wwn�...,.v.. .rvy.m. - r +� 'wllww�Mwrwnr ,..- .. 1�^:^^•. +,..ws,aw�4-1+.•wrRlsl�l�T•••_.. -._. . _ p. �,:WwtM-v • .� _.`_.. r.e 4r a.atawrlaWl•r.«YYY• - �CtQm1�►I'I I;il�l!!I illll:ill,llllnlll,� ,l�lllllf;lli.►Illill �II11 IIIIIIII►I,IIIIIIIIi I1 I' ( � , 11}1111�l�tlltl II I IIII I f I n�II{1 'IRIIII i I �1 1I 1.1 ",I IIIIIIIi 1111 II11 I IIIIIIII j I111 111;IfI2 1Qs :e :7S j`2°9 I3 I0LIN , _. T--T—- - TT u. 77 T-W .rpt. r r� i .. ... _ rq kj� 5 1 • ; 'r I ( I D G �—Ib" TJI • 24" O.G. '7 D A 1C0 I kkINO Im I ? I ? I I ? 3 3 9025 S.W. .W. Center St. - Tigard, Oregon 97223 Phone: 503 620-2086 Fax: �503� 684-3636 I ' _ I I ------------------------------------- ------------------- ---------------------- ---------- NEW__ _DE1'------------------- ------------- ---------- ------ ------------------------------------ ----------------------------------------------------------- &JVPEN CEILING W/ R-19 6 KRAFT FACED b ACOUSTICAL CEILING s BATTS. 0 1 NEW FLOOR LEVEL. SEE SHEET 21 'I'LL ----------------------------------------t---------------------------------------- ---------------------.-,---------------------------------------------- L ,y, rk*� PARTIAL ELEVATION `\�qRo•'�� Kt. ' SECTION BUILDING �1 �" AT BUILDING #�2 '•�('0 0/0 j I/4" • 1'•m• � C 36" OPEN WED p 36" OPEN WEB ` DJ016T6 • 32" O.C. D - JOlere • 3211 O.G. r1 ^ 26" OPEN WED V I ? D I ? JOISTS • 32" O.C. I 4 1 ----------------------------------------------I -----I -----I ------ I ----- -------------------- ---------- ------------------------------------------ NEW SUSPENDED 6 CEILING W/ R-18 KRAFT FACED O ACOUSTICAL CEILING ' SATTS. I 9 b Is •; REVISIONS: NEW FLOOR LEVEL. a SEE SHEET ?Z --------------------------------------------------- ------------------------------------------------------------- ---- ------------------ ----------•--- -- I? 1? m • PARTIAL SECTION B SECTION BUILDING #1 AT BUILDING #g 1.25 Ib" TJI • 24" O.G. 3 A 1 1 - SLOPE ?6" OPEN WED B J016Te • 32" O.G. --- it 7:J KE Y I ? I ? 3 (1 BUILT UP ROB= — - 0 ROOF SNEATNING �3 ? x FRAMED PARAPET _ W/ METAL. PANELS ------------------------------------------- - --------------------------------------- ----- ------------- -------------------------------------------------- O4 ? x FRAMED PARAPET \\ - NEW BUSPENDED W/ WOOD PANELS PROJECT: CEILING W/ R-IS ® a x Ib CMU WALL KJIIIIAFT ©�ILWA ? x b FRAMED WALL (BEARING WALL) SOUTHWEST ACo"TI DATTS, fl o1 ? x 4 FRAMED WALL (NON-SEARING,' MEDICAL CLINIC 6 O 11 6 EXTG. 5" CONCRETE SLAB 09 NEW FLOOR LEVEL. EXTG. GLASS WALL 11900 SW Greenberg Rd. SEE SHEET ?; EXTG. CONCRETE STEM WALL Tigard, Oregon 97223 AND FOOTING --------------•--------------------- ---- b --------------------------------------- ----- ------------- -------------------------------------------------- 11 ? x 4 FRAMED WALL (SEARING WALL) CLIENT: --- — --- - e O NOTE: FOOTING HAVE NOT SE FIELD VERIFIED. BEN STInZ 12 EXTG. 4" CONCRETE SLAB 1128 SW Englewood TION BUILDING #1 Lake Oswego, Oregon 97034 2 1/4" • I' Date: 6/28/01 36" OPEN WED B E A 1611 TJI • 2411 OAC. Scale; JOISTS • 32" O.G. - 1 Drawn by: DJL BIM. SLOPE Checked by: JDA _ Job No.: 01-0514 ! — Drawing No.: SECTIONS- XT6 A - - -- ----------------------------- -- -------------------------- ---------------------------I I------------------- -------- ---------------------------------- ------------ --- --. ---- \ / — — — NEW SUSPENDED �D CEILING W/ R49 I v •� ,d5 � '� �� r KRAFT FADED b �- 3 I tl rr y,01 �iaWa 'a• r1a f3 ACOUSTICAL CEILING IP SATTS. — e 1z BUILDING SECTIONS (EXISTING CONDI110NS) x yr~r SHEE I « 81F of IOIV BUILDNVG 1 SECTION KEY PLAN CroenburQ Rd,11900 r11r U4"' • h-/" ■ I'.O• • f 2 of 19 Q - euP"011•0024 — Cm ► 1 111! Ifil II11 IIlI I,II Illi !III !III Ill! Ili! III! Ili! IIlI 1111 Illi 111r III{ !III {III A•- .:..,,� .•. ` I III 11 1 1111 1111111�IH1 !III IIIIII111�1111 Illl�llll 1111'1111 !III Illllllll !III III II�II1) I) I!I 1111 )Mill, Ab 1111111111{IlIIIIIIII 1 ��I 10 1 1 t>)t 19 P 4 .. I I©. kigll 11e I Id Io O a1 2a !!00177 , r_•'F'A'd"JR�1'- a ' HI r 77' ;T r :..1,�1 •� SS V11�`.I.C� 1'Y .i t�\ )♦ I..T' I � � Vii.- :� "�•� 77 a' 1,77"'T > x11} e :•. �l r b A�, 4 IAy. �r vl Y 4. Y. I. I. EXTG. CMU i c o . 3 Ir211 1 .1 1 IE 4 x 1 x 1/4" 3 1/2" NOTE: NON-SHRINK GROUT MAY BE USED UNDER fE , 9025 S.W. Center St. - Tigard, Gregor 91223 MIN l a.. . R 4 x 1 x 1/4" 3/1611 2"-611 4000 I p' NOTE: NON-SHRINK GROUT Phone: 503 6211-2086 MAY BE USED UNDER R Fcx. R03� 66•t-3636 Th. 3 x 3 x VO" W/ 1/2"0 HIGH STG. 4000 pA.I. MIN. —EXTG. CMU x b" WEDGE 11 111 �, n / THREADED ROD • 24" OAC. AN S ANCHOR • 48" OC. �'1 �' ANGLE AND CMU W/ • I I ,� I /O V. ILL SPACE BETWEEN HEAD JOMT6 — /8 3 x 3 x I " NON-SHRINK GROUT _ oo I I Iii � i- /811 080 CONCIIETE II II EXPAN61ON ANCHORS - OF ---2 x INFILL FRAMING --�---� W/ 3" MIN. EMDEDMENT _ I/2"• CONCRETE PR C EXPANSION ANCHORS1�r' FJJ' W/ 3" MIN. EMBEDMENT DBL. L 5 x 5 x 5/16" /� ��'t N'� p, CL I AS SHOWN V' << • \ 00 El . , 211 i I It 4 x 9 x Irl" i I 3/16" N2-- 'A"xN� "4.. le -------1/a". x b" WEDGE AT WINDOW AT C. M. U. WALE � � �y4 ANCHOR • 40" O.G. O O� 3/Ib" 2" q3 l —T.S. 3 x 3 x 1/8" 2'' MIN. NOTE: MECHANICALLY VIBRATE L WHEN PLACING GROUT g INFILL FRAMING DETAIL 4 BASE PLATE / ©COLUMN DETAIL HEADER DETAIL AT c.�M. WAS. 1 • 311"1'_011 31'r l'-m11 NG BEAM (10) '8 x 2" WOOD SCREWS 1�_0N 1/2"0 THREADED ROD AND 2" I I EXISTING Zx 12 I I _ STANDARD CUT WASHER AT I I =w EACH END. I I EXISTING JOIST - ' EXISTING D L Rte_ 2 ? I I NEW LZ 1/2 x 2 1/2 X 3/16 _ _ ' o o I i - ' ' x 411 LONG / (2) 1/411# LAG I O J REVISIONS: (3) Ibd NAILS i i SCREWS INT EXISTING i.------_-_ INTO NEW BEAM,� `� i 1'-0" 1'-0" ' i DBL. IES I i i Z11 2" i i 1/2110 M$. A 24" O.C. 12 12 i i - STAGGE D EXISTING JOIST WELD AFTER ____-- _-- i i i ;� NEW GLU-LAM BEAMS I I I I EXISTING OVEN IBNbTALLATI I ' ' kb i i i WED JOIST- 8 OIST 1 1 1 1 I _ " 3/4" MD. - TYP. i ' I ELtVAT10N VIEW i ELEVATION VIEW = - = SIMPSONLTT2015W/ l?) I/?"� • I I I BOLTS. LOCATE EVERY OTHER I/4" STEEL PLATES I I I JOIST (48" O.G.). PROVIDE 2 x b BLOCK NEW REAM. SEE DOLE W/ 1/16"0 HOLES - TYP. i i i - - i i I 3/4" M8. - TYP. ON SHEET 2.1 BEHIND WEB AT LTt?OB FOR BOLTS. � I I I I - - - GLUE BLOCK TO WEBB. Tb. b x 9 x bAb" I I I I I i 1/411 STEEL !'LATES - - - I WELD 1i4' BOTTOM R I I I W/ 13/16"♦ MOLES - TYP. NEW 4 x 6 COLUMN I ' OF SEAM SADDLE4rlo AFTER BEAM = - IN PLAL;E. REFER t0 61FET 2.1 -- ------------- 4 FOR SUGGESTED CONST. PROCEDU --- - --- ; �� Th. o it b x ;N.16" — NOTES WELD ALL 1/4" IE - NEW 2 x 4 STUD W/ 3/160 FILLET WELDS \ CONTRACTOR TO FIELD VERIFY ` I NEW GLU-LAM BEAM to UNLESS NOTED OTHERWISE 3rb BEAM HEIGHT. PROVIDE I" PROJECTION OF SIDE R BELOW TYP. BOTH 3 I/8" x 21" 3�6�_ BOTTOM OF BEAM - TYPICAL 3/16 SIDES NEW GLU-LAM BEAM I I 3 1/8" x 2'1" .Old� ii -- WELD I 3/Ib BEAFTEAM —�}— _ _ GUT BOTTOM C:40RD TAIL FOR NEW BEAM. RECONNECTION INSTALLATION I I TOP VIEW AFTER NEW BEAMS ARE !N TOP VIEW I I PLACE W/ A35 CLIP —PROJECT- TYP. BOTH NOTE: WELD ALL 1/4" R - SADDLES 3/16 •r W/ ESS FILLET WCL E 11 SOUTHWEST FAMILY 3/Ib � UNLESS NOTED OTHERWISE 3/lb IOW DETAIL M 10 7 SEAT flETAI�, 5 SEAT DETAIL Z SECAT GW X WVM We A ARD B MEDICAL OFFICES 1 1/2"•I'-0° 1,_0„ 11 1_ 11 11 11 1 1/211 1 Irl„ 1190 SW Greenberg Rd. Tigard, Oregon 97223 ® T.6. COLUMN Th. COLUMN 11 4 ® A A CLIENT: I/4 ---R 3/8" X 1211 X IZ" 6TEE! BASE PLATE W?1/6"OEHOLE6 BASE PLATE W/ 1/8"0 HOLES � EXISTING i NEW � EXISTING ' NEW � BEN STUTZ 1128 SW Englewood ® Th. 6 x b x 5/16" ® ® Lake Oswego, Oregon 9 7034 NEW 4 x O COLUMN T O P V I E W (4) 3/4"0 ANCHOR BOLTS TOP VIEW EXISTING WOOD FRAMED OR C1"I.U. WALL W/ DBL. LEVELING NOTE Date: 6/28/01 Irk"• ,4NCH T ADJACENT GROUT BELOW R W/ HIGH I `011• EXISTING WALL Scale: AS SHOWN TO N0h1I CaL.I�"N. STREWxTH / NON SHRINK TO BE REMOVED Drawn b DJL T.S. b x 9 x 5/16" I I GROUT - 4000 PSI MIN. AT THIS LOCATION. y I 4) 3/4"• MICHOR BOLTS SEE SWEET 2.2 Checked b y: JDA ' ' W/ DBL. LEVELNG NOTES 04 x 12" BAR GROUTED INTO 04 X n" BAR GROUTED INTO 04 x 12" BAR GROUTED INTO i i ' ' • " Job No.: 01-0514 �EXI6TNG SLAB - TYT. EX16TNO SLAB - M. EXISTING GLAD - TYP. I I __04 18 O.G. QOP*= 0*LOW I! W/ W04 • n" OZ. ' I ' EA. WAY 4 • n" O.C. • i i �—6TPNMTH / NON 6WRIrK Drawing N o.: - 5_1 v- • n" O.C. " MM, S GI%OUT - 4000 PSI MIN. 4 APTER MAIM SEAT 16 N6TALLED r '"XG 1 i i i i • • � _Jr , L_ I i iICONT. OP BOtt. 3 REMOVE EMG. - !REFER TO SHEET 3" CONC, 6TEM WALL EXISTING FOOTING- — • 2.4 FOR FOOTING NEW FOOTWO-GEE &&ET 2.1 '� AND FIELD VERIFY AND SLAB NOTES l NEW FOOTNG+•6EE eHEET 2.1 DETAILS ` 4 12" - 1044 SHEE_1 _ AT QMX W� �D ARD G` AT S AND ! � TWIGATOMIN11FAMI A ARD ! ALLOW aD A ro Rd,11+00 drMnbu g 13UP2001.00244 1 "�1,•0" I I/2"•I'-0" I I/Z"rl'-0" I I/Z"•1'-0" 591 12 of 19 n •. � ` �-;}y hT ,.fy 1 r r, �j^i '1�`gy 1, .,: ,. .. —^ _-...._...._ ..—_-..-.._... -....---... ,_,•.�,._..._._. .� .- .. ...� ..-----^......--. - �Cf1U•A►•: R n• •,. '�u�'r. � }`fix r��adk'r',.: � , `:> ,1 ..',�` •t'`° •t�'?,;.•,:. ,' .'' - l 1 if lil .11l I! 1 I I III 1 . . �:. - �; �•t., ,,,k� , :: .N' ,. •, L �� I i � ( II I�III111111�1 IIIIIIIL'� 111) II�IIIIIIIII� IIIIIIIIIIIlI nll�lll�lIIIIII`1111t1111�111111111�111111111�111111111�1111IIII SIH Illl�lillll 1r-1 1 11 I! 13 14 le 1 7 Is to �o gl xf: �� 24 3e a'e >:� �1S >>�• ao -- - 7 ---- G 2" , .,, -77"� 77777T7 rH `!f + w rr G. CMU WALL , ■ ■ FIRED OUT WALL NEW WALL , ' C O ' SEE WALL SCHEDULE EXTG. STUD WALL _--WALL BEYOND _ 9 I/?" TJI / PRO a 6" O.C. PLYWOOD JOINT 1 250 * 160 OZ. 3/4" COX PLYWOOD OVER SUPPORT 3/4" COX PLYWOOD 4 -3/4" COX PLYIIJOOD ONLY-------' I 9025 S.W. Center St. - igard, Oregor 97223 &d • 12" OL� ! ad • 12' O.C- ad • 6" o.C. Phone: 'S03� E � 2�6E 114•• NILTI a 32' OG. Fax: 503' 684-363E DETU+EEN J016T6 LOCATZ HEAD JOINT& COL 9 Irl" TJI 9 V2" TJI / PRO DDL 9 Irl" TJI I 9 I * I STAGC-WR T 4 D. FACE MOUNT ''� 250 2'30 • 16" O.C. PRO 250 �" J � PRO I 250 0 16" O.G. , NANO ER I \ DAL TOP E �I I I DDL TOP IE 2x6016" OZ. i 2x6 a 16" O.C. 2 x 10 OF PT V4" AIR GAP 1/4" AIR GAP LEDGER L/2"• x 6" WEDGE I -Irl". x 6" WEDGE ANCNOIQ • 46' O.C. ANCHOR • 48" O.C. 2 x 6 P.T. SILL R x 6 P.T. SILL IE A EXTG. GRADE - p d 4 _ _ v —� I I-1 I d v d d d d C '� Q �! �. I1 N �_I EXTG. CONICEXTG. CONC. SLAB 4 FOOTING 4 S_..8 FCC- 114 d 1__-__-:- `-EXTG.EXTG. GONG. I ' ExC:,v.c.'E 501E TO 16" v SLAB 4 FOOTING � i BELOW BC"Jr"' C«»OR'D I I OF .O 5' I X JOIST TO.CMIU WALL OOW 7 4 FLOORFRAMING DETAIL � FLOOR ING DETAIL ' I I EXTG. 1 BEAKING WALL-----,. YWOOp 6NEATNING I i CMU WALL (SEE SNEARWAL.L 8C1�.E) I I BEYOND &d 0 6" ODIC. I EXTG. WALL ad 0 61, O.G. LID _ i RE PONY WALL OPFUT 3/4" COX BEYOND3/4 COX OPENED CMJ T /FIN-5- 8d 0 6" OrC. ad b' OAC. PLYWOOD I I PLYWOOD SLAB LEVEL W/ EXISTING FACE MOUNT &d* 12" O,C. I bd* 12" O.G. +'1i°'WAM �� I DBL TOP M � DBL TOP R S V1• TJI / PRO 250 BLOCK V,-9 V1` TJI / PRO (3) 16d NAILS 9 V1" TJI / PRO 9 1/2" TJI / PRO 1(6I 250 • 16" Oz.�� PER WALL STUD 250 • Ib= O.C. c 230 0 16" O.C. d i EXTG. CONC. I EXTG. Ct7NC. 51-AB SLAB t STEM WALL 2x6016" O.C. �' v 2 x 6 • 16" O.G. LVL RIM , JOIST SEE DETAIL 3/3] FOR Irl"• x b" WEDGE FRAMMG INFORMATION 1/2"0 x 6` WEDGE d 1r1"• x 6" WEDGE ANCHOR a 46" O.G. ANC 4OR * 46" O.G.� � ANCWOR 0 48" O.C. EXTG. CMU WALL 2 x 6 P.T. SILL IE 2 x 6 P.T. S'LL IE I EXTG. CONIC. 1/4" AIR GAP EXTG. CON'. 1/4" AIR GAP v LAB FOOTING <7 I LAB FOOTING v 4 a u c C I v ° G ExTG CONC. d A ° ° I I ' i PRC � SEAS y c SOUTHWEST FAMILY rio FLOOR - 5 PONY WALL TO SEEM WALLr2`lPON'YVIIALL AT CORRIDOR DETAIL MEDICAL OFFICES I I/2"•1'-0' 1 1/2"m I'-C' 1 Irl' .! -0 900 SW Greenberg Rd, 'gord, Oregon 97223 G WOOD EXTG. CMU WALL -- MUMED WALL NEW FIRED OUT WALL CLIENT: NEW WALL SHEATHING SEE WALL 6lILE bd • 6" OCG. BEN STUTZ FACE MOUNT - 3/4' CDX PLYWOOD ' 3/4 CDx PL Yu►OOD NN�K.ER " 1128 SIA Englewood ed ' 6 Oz' wed • 12" O.G. Lake Cs •ego, Oregon 97034 (3) 16d NAILS �- 3/4" COX Pte`�iIOOD F160f 1 RIM JOIST bd � b" O.G. / TO EXT& STUD 1/2" TJI / PRO 9 I/2" TJI / PRO 23m AT Date: 6/28/01 (EA. 6TLD) 230 BLOCK ib" O.G. �9 LR TJI / PRO — SCOIe: 1 1/2"=1�-0�� 250 lb" O.C. • 9 Irl" TJI / f-�O RIM JOIST LVL DDL TOP R• 230 DLocx � Drown b f DJL a1611 � r JobCheNo.: by 01-0514 A • 2x6 • OG. !4J *d EA. DLK 16d EA. SSD ---a Drawing No.: DTL2 d 1/4" AIR GAP IK �s v 1/1•• x b" URDW DBL TOP IE - ANC 40M • 480 OrC. z d 2 x 6 016" OZ. � i d 2 x 6 P.T. BILL It I/2'• x 6" WEDGE 0 2 x 6 PT IE ANG-"OR & 48 O.0 j 1 I� v lid � Ex"G CONC. 9L�+8 d —� d v _ !�_ PLAN E:KTG. CONC. 1 , s > •i1 0 =,f° ,t ard - EXTG. GONG. 4 6L-AB f FOOT dLAA ROMCATION d 6 DETAILS H r TO WALL. re PONY WALL DETAL PONY WALL DETAL Gn�nburp Rd,111f00 g _ OUP2001.0024/ k I Irl••I'-0' 1In".I'-®" 1I/2"�I'-0" 502 140/ 19 7 • W NUNN III, III t) - ., .- .,.. .... ... ..,r . ., ,+M,N••Ys.awe,. ..wn+WWYnM LI��t I ultlnt ult nnlnu lutll n lulltt nitlutl nitlull lullun Ilulun lu+lnu uulull u ry ut to I ut t I n�uull�>' y"1. - r ' �� t• to t`� Ili i� >� �t ala a�a �. a�e �e a ale �o :.o , y ) NEW GON6TRUCTION EXT'G CONSTRUCTION NEW CONSTRUCTION EXT'G GONBTRUCtION 11 REMOVE EXISTING COPING AND , ONIc O WRAP OP OF WALL UJ/ 6ELF- i ADHERING WATER PROOFNEW COPING W/ STANDING MEMBRANE (WATER 4 ICE PRODUCT) �6EAMS W/ SELF ADHERING NEW COPING AND METAL PANELS SELF ADHERING MEMBRANE PROVIDE NEW COPING W/ STANDING WATER PROOF MEMBRANE (MATCH Er'41TING) FACE FLASHING FROM TOP SEAMS. FIELD VERIFY EXACT / APPLIED OVER EXT'G 9025 S.W. Center St. - Tigard, Oregon 91223 8d • i" O.C. OF PARAPET TO CANT STRIP CONFIGURATION I-------------- _ FRAMING (FIELD VERIFY EXISITNG PARAPET CANT STRIP --� _r' EXACT CONFIGURATION) �- Phone: (503) 620-2086 Irl" PLYWOOD SHEATHING BUILT-UP ROOFING -"" LASHING BETWEEN NEW PARAPET Fax: (503) 684-3636 :•,-..s•s..wy.-.rss•-s.w.aer.:.r+:.rv.w:.,•r-- .. -EXTEND 12" MIN. UP ONTO -==---��-"-~�•'' -- . '"----- • -_ --_ --_ _ ; - _ AND NEW RIBBED METAL PANELS '�'•`-� - ?! ' I AT EXISITING WALL. FLASH AND PARAPET -;=-•-- -_- NEW FACE FLASHING / DETAIL AS REQUIRED FOR WATER I , _I TIGHT ASSEMBLY. / Irl" PLYWOOD NEW COPING. FACE OIMN. TO EXT'G ROOFING AND SHEATHING _ I MATCH EXISITNG• 8d • 6" O.G. i REMOVE EXT'G METAL PARAPET -� -. RIBBED METAL PANELS. MATCH EXISITING -- I FRAMING (6HOUN DASHED) I -- ------, EXT'G ROOFING -- \ P.T. 2 x 12 t� �EXT'G AML. WALL( I AND SHEATHING fip PRo Z x IZ • 24" OG. 1/2"•x 0" RAM6ET V"1REDHEAD ADD NEW LAYER OF 1/2" PLYWOOD I 11 .�5�� Gr,NF�`rJi� DYNADOLT BLEEWE ANCHOR I I i FACE FLASHING FROM - - �v �,� F.p \y. • 24" OCG. 6TAGG ICED TOP I ,AND BOTTOM I COPING TO CANT STRIPE ; 16,507 1�I I (I OR SCUPPER--_ i E0 I x 12 NO. Z • 24" O.G. - I � SELF ADHEREING UZID HANGERS A315 • 36" O.C. .= �� C ij MEMBRANE BETWEEN ! \�y;"4Y I FACE FLA6+-41WAND 6 3/4" x 13 1/2" G.L. (2) LLAYERS/8" TYPE X !2I LAYERS SHEATHINGr � _ 5/8 TYPE X 1/2" COX PLYWOOD `! O " i + GYP. BD. SHEATHING. 1 (2) LAYERS 5/e TYPE X I 2 x 6 STUDS • 16" OG. i I GYP. BOARD i METAL STUDS i 2xb At Ib" O.C. SELF ADHERING MEMBRANE —I/411 AIR SPACE. PROVIDE FULL HEIGHT 01 WALL UNDER I SELF ADHEREING • DRAFT 6TOP6 • ID'-0" O.G. FACE FLASHING - I MEMBRANE BETWEEN 8 DUA& AT DUAL FACE ( RIBBED PANELS AND OF PAFRAPET TO CCANT)S� T---_._i, I SHEATHING.- I I/Z" • I'-0" X i 4 I EXT'G WOOD FRAMED CANT STRIP I • BUILT-UP ROOFING i i I WCL CANT OTRIP BEYOND -EXTEND----bd • b" O.C. PPS IZ" MIN. UP ONTO + - -- ----- ------- STAINLE66 STEEL 11_011 " I "PAN" W/ RETURNS IPl" PLYWOOD. AT SCUPPERS -----METAL COPING (BLUE) „ �D 6d NAILS • b O.G. 6d NAILS • b" O.G. � I/EI PLYWOOD - FULL �p Irl" PLYl110pp 61-IEATHtNG M8TAI8 AGRO66 TOP OF _ HEIGHT OF PARAPET BEAM TO TOPE OF ABUTTING , 2 x 12 RIM JOIST RIBBED METAL PANEL TYPE "iC" GYP. - 2 x 12 • 24" OAC. / (BLUE)MATCH EXT'G SHEATHING •• EXTEND DOWN 2 x 12 • 24" O.G. —�-� REVISIONS: 18" MIN. FROM TOP OF PARAPET CONTINUOUS 5/6" TYPE "X" GYPSUM FACE FLASHING FROM TOP I (Z) 3/8"• x 5" LAG HEMMED EDGE SHEATHING AT I HR WALL OF PARAPET TO CANT STRIP ; SCREWS • 3Z" O.G. 9 METAL ENCLOSURE 5/8" PLYWOOD FROM BOT. I i - MATCH EXISTING OF GYP. 8HEATNING TO EXT'G WALL TOP OF ROCS SHEATHING I AS& • 36" O.G. _ CONDUCTOR AND I x 6 STUDS • 16" O.G. (2., LAYERS 5/8" TYPE X ` DOWNSPOUT -EXTEND EVERY 4th PARAPET -fid • 6" OG. GYP. BOARD I ++ - - STUD TO TOP OF DBL. TOP CANT STRIP I PLATE, NOTC1-I AROUND RIM BUILT-UP ROOFING Z x 6 6TU08 • Ib" O.G. I -- b JOIST 4 NAIL THRU RIM JOIST -EXTEND 12" MIN. UP ONTO i TO EA. STUD W/ (3) Ibd NAILS PARAPET (Z) LAYERS 5/8" tYPE X (Z) LAYERS 5/e" TYPE X (2) 166 NAILS EA. JOIST Gam'• BOARD GYP. BOARD 1/4" AIR SPACE 6 3/4" x 131/2" GL. I e 8d NAILS • b" O.G. i I BDL. Z x 6 TOP PLATE IN Z x 12 RIM JOIST •1r1„ PLYWOOD FOREGROUND AND BEYOND I � - HOLD TIGHT TO SIDES OF BM. i i TI-II PLYWOOD SIDNG OVER 3Q"FELT- 4x6POST � 2xIZ • 24" OAC. - - -, - _-W-- 2 x 6 GTUD W/4LL BEYOND � I 8d NAILS • 6" O.G. . 5/8" TYPE ''X" GYP. BD. SECTION ELEVATION iR" - NOTCH AROUND JOISTS -- PROJECT: AND SEAL ROOF DETAIL PARAPET -- - HZb sr:16MIG TIE 3 1 DETAILS AT EAST FACE S DETAIL AT g P SECTION AT 1 . WALL "'�" • ''-m" , ,,� . SOUTHWEST FAMILY 1112" I'-0" I I/2" • ('_011 (3) 1/8"• MB. • HQBA �-- EEA WHERE R PLANUS MEDICAL OFFICES DBL. 2 x 6 AT H08A 11900 SW Greenberg Rd. NEW GON6TI�IGTION XT'G CONSTRUCTION ' ' —2 x b STUDS • Ib" O.C. Tigard, Oregon 97223 I x 4 TIG CEDAR - VERT. �� 5/8" TYPE x, GYP. BD. VERIFY W/ OWNER I AT I HR WALL CLIENT: !2) LAYERS 5/8" TYPE X 5/8" TYPE "X" GYPSUM , 16d NAILS • 12" O.C. 2 x 6 STUDS • Ib" O.C. GYP BOARD 2 x 6 STUDS • Ib" OAC. 8d NAILS • b" O.G. TJI JOIST BLOCKING SHEATHING AT I HR WALL li .'I 8d NAILB • b" O.G. 3/4" PLYWOOD 3/4" PLYWOOD �; '_ I -Z x 6 SILL BEN STUTZ (2) Ibd NAILS At EA. BLOCK 6d NAILS • 6" O.G.-----rte I 3/4" PLYWOOD MbTAlB ACRO" GLU-LAM 1/4" AIR 81DAGE 9 !.:" TJI • 16" O.G. TOP IE TO TOP R (2) Ibd NAILS INTO S 1/2" TJI • Ib" O.C. 1128 SW Englewor;. 2 x 12 • 24" O.G. EA. TJI TOP CHORD---- Lcj Ee Oswego, Oregon 9 7034 DBL. S 1/2" TJI - — 00 11/4" TIMBERSTRAND Date: 6/28/01 r^1�EXT'G WALL RIM BOARD r • Ibd NAILS EACH SIDE: Scale: AS SHOWN Drawn by: DJL (4) •4 x 18" LONG REBAR EA Ibd NAILS INTO / - y, EPDXIED INTO EXISTING DBL. 2 x b TOP PLATE EA. TJI BOT. CHORD / Ir1"♦ AB. • 4'-0" O.G. W/ Checked b JDA CONCRETE W/ SIMPSON • OVERSIZED WASHERS Job No.: 01-0514 DBL. 2 x SET EPDXY. "TALL (2) bd NAILS b" oz./ � \ Drawing No.: 5_3 1 2 x b P.T. SILL W/ SILL INSUL. INTO STEMWALL AND (2) 2 x 6 • Ib" OC. TOP PLATE INTO ROOTING � -=� " " 2 x 6 PONY WALL EXISTING CONCRETE FIN. E i '4 BAR -GON.T �1. A g 6 3/4 x 13 1/2 G.L. " IR • A.B. • 41-0" O FOUNDATION � � b.. Oft. 2 x 6 TOP PLATE IN 2 x 6 P.T. SILL _.— _ I/2"• A.D. • 4'-D" O.G. � � ; _ �, i AND BEYOND 12" WIDE x 8" THICK - NOLO tIOHt To eIDEe � ��„I CONCRETE FOOTING B i -` "4 BARS • 48" O.G. -ALT. " „ 2 x b P.T. SILL i LEG IN POUTING ,3 12 WIDE x 8 tHIClC KEY PIAN 4 x 6 P08t CONCRETE FOOLING Z x 6 STUD WALL !BEYOND � (2) �4 BARS CONT. i (2) 04 BARS -CONT, v 1 �.` • " �' -�� IL �� 1/8 • A.B. • HDBA WHERE OCCURS ,f� . FINISH GRADE _ W/ 04 BAR x 6" LONG 1�• 24" DETAILS WIDENED PTO. - SEE FOUND. FLAN 1111111115TAL AT ML&ON" r7IETA�.. AT AT1ONM�& SHEET PEONY WALL 2 DETAIL AT FOUNDATION Greenburg Rd,„900 114' s 1 •e 5e3 euPzoo,f►osy4 x .,t�� .,."-:- � , : ., . ,. r '- _. .......__... -_..«.........-..._._...,._....-. __._ ...._._._,........__......_..._.._._..__._,....—.__.....__.-._».,..—......-_ _»_.._.. .-.. ..-_..._._ ...--..«......-. .• •'-.,.von^ ..Haan;;"•"•'n±a.�+r•:_ ' ,.. n,rn+-.-.. ... _ ..: ... .. ..a.,. ,.µ„wr. w+ .y:lh,a.,y:. 4 e+ >' Cm 11 II1l iImIjollI�Ilil II pill IIc) i I�11��11 I I III I Illl�lill'tIII�I� lltlll�llll IIII�II IIHII�111111 I 1►I I' 10 If it • 13 14 ! se 17 1a 10 ao a 23 24 2M Cr 1 aw `z • �,•i'E i� f✓ i, c _ .eye 1!;IV4go''x.,, 2 a® 219 30 11 Y 7 r • � +Kier SeIr ,Y�• .SM'1�a1 f "�,+d4'��'� ' l ' a,`�i�M': � ,tl,r9sL4 �`� A 7 t: ' r �,, <, «!; v c t + ,. •:m'17Y}'�IkcT.-, ...y, ..,,..-_ pF : } t,., ,+1 1 r fi EXTG. CONSTRUCTION NEW CONSTRUCTION �- -"- EXTG. GOtVSTRUCTION NEW GON!'rdJGTI� NEW 2 x bDF PT SILL IE � � EXTG. 2 x b OF PT I C 0 - 04 GOVT. l EX _ -ALIGN W/ TOP OF TG. - -- - _ 5/8" TYPE "X" GYP SHEATHING • GRID 1 9025 S.W. Center St. - Tigard, Clonon 97223 4" MIN. I 2xb • Ib" Or_ Phone. 503 620-2086 I x b • 16" o c- I W/ R-21 Fax: 503 6' -3636 I 7!1) �4 1/'2"♦ x IV" AB. CONC. STEM WALL 04 • 36 O.G.- • 4'-0" O.C. EXTG STEM WALL I . 1/2"# x 10" AD. 61, \ 2 x b DF PT EXTG. WALL 4 • 4'-C" o.C. I SILL R NEW 2 x b WALL I 04 • 18" O.C. EA. WAY \ WHEN REQUIRED 2 x 6 DF I 6" GONG. PT SILLIE I GONG. BLAB' L STEM WALL EXTG. BLAB I _ 04 CONT. ,��EO PRpfEf'� EXTG FOOTING I l l) 4 oily /NO• aim. DE WALK I � v "71 f . • , 2 SAND 1/4" 12" _ -04 CONT, ; - ___(2) �4 CONT 3/4" MINUS ' 1 CRUSHED ROCK ' r �•1. {�. 04 . 24" O.C. (2) 014 CONT- I (2) •4 /NEW CONC. FOOTING b MIL VAPOR ALT. EA. WAY �3 TOP 4 BOTT. I 1 EXTG. FOOTING �y I BARRIER cp • � l2) 4 EPDXY •4 x 30" LONG ■ • • • NEW LONG. 1 -____..__________ . W/ SINPSON 'SET EPDXY' " FOOTINGi TYP. -' —T ^ I2" NEW CONC. FTG. 12 X CONNECTION DETAIL DETAIL. BETWEEN NEW AND EXTOL FOU 1�0 7 4 SAT 1 NERNPFOUNDATION E NEW CONSTRUCTION EXTG. CCNSTRUCTION • PHASE 2 BUILDING 02 NEW 2xb STUD WALL t ---NEW b/8" TYPE "X" GYP 5D. 75 • 16" O.G. W/ R-21 ?5/8" TYPE "X" REMOVE EXTG. WINDOW DISPLAY SHELF r / GYP. 544EATHING 4 REPLACE W/ NEW 2 x b • Ib" O.G. 2 x 1 STUD WALL W/ EXTG. 2 x b T60 W/ R-21 R-21 INSULATION 2 x 6 SILL � -.-�Y �_ :►'. - ... _.�. 2 x b DF PT - -- ._�..-r �M ..::.a...,:_._ SILL R 1/2"♦ x 10" A.D. REVISION$:• • 4'-0" OG. 6" GONG, IIX1� EXTG. 4 x 8 • 4' O.C. /�STEM WALL 2xb • I(o" O,C. 5/811 TYPE GYP ; ( 04 GOVT. SHEATHING 04 • 36" O.G. 1/4" AIR GAP b" �D NEW � I SIDE WALK 2 x b OF 04 • 16" O.C. EA. WAY. I/2"• x 10" �B. I PT SILL R N 0 4'-0" O.G. -- -L/AL. 12" EXTG GONG. NEW GONG. STEM WALL CONC. SLAB • BLAB I CLEAN 4 SEAL , 1 i i 2" SAND �•4 . 24" O.G. lei i `'`w • ALT. EA. WAY EXTG. FOOTING 3/4" MINUS CRUSHED ROCK _ - b MIL VAPOR - ) BARRIER ap • • (2) 04 CONT. ■ (2) 04 TOP 4 BOTT. 1 • I --- - ' PROJECT: 12" __�, NEW CONC. FTG. - ----- - -12SOUTHWEST FAMILY -fl� x 8 x _ CONNECTION DETAIL CONNECTION DETAIL • NEW FWNDATION MEDICAL OFFICES X x A 1 1/2" • 1'-0" I I/�" • r-m° 11900 SW Greenbe�G Pd. �'1 Tigard, Oregon 9?«3 EMG. CONSTRUCTION NEW CONSTRUCTICN� CLIENT: - PHASE 2 BLDG. 1 1/2"* x 10" AB. - - ---- S. • 4'-0" O.C. _� 2xb • I6 O.C. BEN STUTZ W/ R-21 x b DF PT 1128 5W Englewood GONT•�— SILL IE Lake Oswego, Oregon 97034 1/4" AIR GAP PROVIDE WATER PROOF MEMBRANE 4 6" CONC, - DRAINAGE MAT AT FACE OF WALL 4 STEM WALL 2 x 6 • ib" O.C. PLANTER`-- Date: 6/28/01 W/ R-21 Scale: AS SOO^ i •4 • 36 O.C. ALIGN W/ EXTG. FND Drawn by: DJL b" • ;p -PLANTER / Checked by: JDA 1/2"0 x 10" A8. \ AREA Job No.: 01-0514 ' EXTG. CMU WALL I I • 4'-0" O.G. 04 • 18" O.C. EA. WAY Drawing No.: 5-4 (PONY WALL) +v ��= i 2 x 6 DF — _- I PT SILLIE p A I I CONC. BLAB • •' � EXTG. SLAD I I 1 I d J 6 Y , t+d tet N i • I ' 211 SAND- 2 4" O.0 di, - -- - -- 3/4" MINUS ALT. Ela. WAY 3 C"4ED RCCK KEY PLAN (2) 04 CONT. i i F TOP 4 BOTT. 6 MIL VAPOR = 1 \ EXTG. FOOTINGS \� NEW GONG. BARRIER -- ■ - 2) .4 • FOOTING AL_!sN W/ EXISTING NORTH DETAILS + y1 —_ I ADDITION 12 1 ---_---12-__.-.-----_-,}' -_NEIll CONC. FTG SHtC. I , " -_ - ---- --- -�y- ti S DETAL r5� NEW FOUNDATION Gmenburq Rd,LINO x X 1 i/?.' • 1'-0° ADJACENT BETWEEN F_XTCC1.. EIS AND PLANTER 1 I/2" • �'-0" 504 ,e of:oo��-oo2s. M,NVr_u..4n'+rT••7ARMIN Lifi Y Cm 1,uluuln lin un)It 11t It Inlet nlluu t n I r 1 1 1 !! t i �1 I 1, Infill lllu1lnl 11111!1 lln�u 1111111! uI Iulilullull I�n'lln�uuluu�lnlI1t I t 11u�uu 7 b 1 r r a � ,iQ rl q0 10 it 112 . 13 14 t0 I 18 IO �O �! 8Z !3 Z4 8 ?Y ! t!0 310 � • ,. ... .ra.. '.. a.. - . r' ,f•• .. 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FLASHING I/2" PLYWOOD PROVIDE NEW COPING W/ STANDINGTOP It NAIL TO RIM FLASHING FROM COPING REMOVE EXTG. �—NEW fit. STRIP PATCH RDOF A8 REQ. 6EAM6. FIELD VERIFY EXACT TO CONT. STRIP-- - BOARL W/ (3) Ibd NAILS. 9025 S+W. Center St. - Tigard, Oregon 91223 BEAM 1 T4G _ _ FOR WATER PROOF Aa6EMDLY CONFIGURATION P.T. 2 x b • Ib' O.G. .: CONT. STRIP -(2) Ibd • 1611o.G. Phone: 503 620-2086 • ••••• n I n i EXTG. 2 x b '.''`, ^FLASHING FROM COPING I'ax: 503; 684-3636 4t n I n I hK / 1-88 • 12" O.G. STS • 46" O.C. I I I III T 4 G ..E.........,.�w.w..�..,.,.......�,.......�.. _ �.. -'_' ._ TO CONT. STRIP ilii 8d • 12" O.C. iii EXISTING /711 ' =- � CONI. STRIP 1/2" PLYWOOD 5 1/8" x 141/2" GLB EXTG. OPEN WED I•I IIbd • b" OC. ' JOISTS- I I I I u I I II 1/8" TJI L65 I •I u I ! 5/8" PLYWOOD • 24" O.C. BLOCKING I i � 6d • 6" O.0 BETWEEN GLB. 2" x 12" OF PT — Ibd • 12" O.C. CONT. STRIP IEPC 64 - --} 1/21"• x 6" WEDGE f ; II 1/8" TJI -8d • 12" O.G. PLYWOOD ANCHOR& • 24" O.G. I �L65 • 24" O.C.- 5/e" TYPE "X" GYP DD. 6TAGGERED INTO _Ibd EA. SIDE CMU HEAD JOINT&. I r 5/8' TYPE X GYP. DBL TOP IE ��'� GIN f;fJ\ ' II 118" TJI RIM BD I .2.5 SEISMIC TIE BD. SHEATHING �V �� F�s\p I EACH JOIST •� 16,507 �Lb9 • 24" OrC. - � f - -Ibd FLANGE TO TOP i 2 x b • Ib" O-G. IE EA. SIDE TYP. I 4�`,4 1/2" GYP BOARD NOTE: _ L..-.'fit :__ �� _L.. �I/2" TI-II • GRID 1 N =K ( , ' (2) 2 x b DF PT PARAPET • GRID I _ I x 4 CEDAR W23 SEISMIC TIE --NEW 4 x 6 COLUMN EXTG. CMU WALL I TOP R PROVIDE 5/8" TYPE "X" (MATCH EXTG. • GRID 3)AS NOTED. PAPET $HALL i ' 1/4" AIR CHAP E MIN. OF 0""ABOVE RROOFING O 2 x b • 16 U.G. ( i I/2" NEW 2x6 • 16" OZ, • GRID 3. PARAPET IS NOT REQ. 5/8" TYPE 11X11 2 x 6 • STUD BEYOND OF PT TO HAVE I HR RATING. PARAPET GYPSUM &HEATHI HEIGHTS TO MATCH EXTG. rjo- X WALL / PARAPET DETAL 4 WALL / PARAPET DETAILWALL / PARAPET DETAIL 1 Z CRICKET NOT 6HOIIN FOR CLARITY OF DRAWING I I/2"•I'-m" 11/2" I'-m" 11/2" I'-m" NEW CONSTRUCTION EXTG. GON6TRUGTION E---- bd • b" OZ ---NEW PARAPET SEE BTL. 1 FOR PARAPET INFO. EXTG. 2 x 6 T40 REVISIONS. -- _ ------_—_—. -- 6T15 • 48" O.C. C PL O PLYWOOOO D ' Ile 601 • all OC. :"'► a "" XISTINC 1/2" PLYWOOD 5 I/8" x 14 I/2" GLi3 • l2) Ibd RIM BD. TO TJI RIM BOARD O II 1/8" TJI 01 —Lb5 • 24" Oc.� (2) 3/6" x 6" LAG SCREW& • 32" O.C. TO STUD. LOCATE Ibd EA. SIDE ALONG ENTIRE LEDGER OF WALL H2.5 608MIC TIE— - (2) 16d RIM BD. TO TJI __-----"_REMOVE EXTG. 5/8" TYPE "X„ SHEATHING 4 REPLACE GYP. 13OARD W/ 5/8 TYPE "XII GYP. 644EATHING PROJECT: - -- -_ -- - - 2 x 6� • Ib" O.C.�`-- --- ---------- ---- -- SOUTHWEST FAMILY X g X WALL / PARAPET DETAIL _ 2 WALL / PARAPET DETAIL MEDICAL OFFICES Z X CRICKET NOT &HORN FOR CLARITY OF DRAWING I I/2" 1'-?�° I I�,+ ' I -O 11900 SW Greenberg Rd, COPING W/ STANDING SEAMS EXTG. GONSTW::TION I NEW CONSTRUCT Tigard, Oregon 97223 PROVIDE WATER PROOF --� -- ---- MEMBRANE UNDER COPING8d • b" O.G. CLIENT: FACE DIM. TO MATCH EXTG. EXTG. ROOF - ---- -- 5/8" TYPE "X° f81M BOARD C�YP. BD. SHEATHING EDEN STUTL TOP 18" OF: PARAPET--I ARAPET- _-----EXTEND EVERY 4tH i ; (2) 3/8" x 6" LAG SCREW • 32" O.C. o STUDS 1128 SW Englewood OP t0 TOP OF DBL. Luke Oswego, Oregon 97034 TOP 1E NAIL 70 RIM BOARD W/ (3) 166 NAILS. 5i8" PLYWOOD I/2" PLYWOOD'- 2 x 6 P.T. • IFS" O.C. � - — `� Date: 6-28-01 r I _ PLA614ING FROM COPING __—NEW PARAPET `� ----- Scale: AS SHOWN II 1/8" TJI L65 Drawn by: DJL TO CONT. STRIP EXTG. OPEN �� w 24" O.C.- -�� I/2" TI-11 WEB JOISTS'—'� Checked by: JDA ROOFING WRAP Ib" MIN. UP PARAPET _ -- Ibd EA. SIDE Job No.: 0 i-0514 TYPIGAL�" g/8" TYPE "X" CsY1�8UM SHEATHING Drawing No.: 5-5 6d • 8" O.C. GOVT. STRIP �-------__-�-- -----• ------- ---------- - 5/8" PLYWOOD `} I ` -H25 SEISMIC TIE --- (D T, 10 RIM BOARD II 1/8" 1JI V__'Lbb • 24" 2 x 6 • 16" OAC. � (2) 1601RIM BD ' �_� �To TJI KEY PLnN GYP BD. 6HEAtHING I16C; w� ' J 6TIE-- _ NORTH 5/8" TYPE "X" ADDITION DETAILS - • ^ x b • 16" Ojc.— - - SNE. T _ — --- - X PARAPET � r3CONIvECTON DETAIL (3rNnburq Rd,11900 T O SUP2001-00244 0 2 Z CRICKET NOT 6HOUN FOR CLARITY OF DN'AWING I I/2" • 1'-D" I I/2" I'-05 * 5tt of 1A x s - •� __._.,....._- ... ..... .!!'1,: dIFt�1.r7��w•r,.•wa�.w•e•---- ___._`....____._..._._ _...-•-r .- .., ..•_- .... ....—_..—.._._..._. .-. ...._.._.. ..._ ...._ ......- --- - ---..__ ...,,_, - . ..,...._.__..�.•,,.•_.._.- ,.,.a,e.w,►x1w.. IIII !I I IIII Illi IIII IIII till !Ill Illi llllMilll 11IlIIIII IIII III !I ' '! �`�`w � ' w CIYI I I I I I I I I I I I I I`lu 1 I III,III 11111n lu11111111 tlll 'I Illl.n I! .I t III (IIII, !u IIIIIII Illl+llll+,•IIIIIII;u nnIl111llnlll,lll!lnlnllllillllnl nulnlf Ilnlllu uululllll III111Innllllll Y. r I I I 'l t.1 1 ,l r7M f' 18 1 I 1t fa 14 Id 17 111 Ip 12O ZI $g X7.3 S4 $� 1 $7 iS 2* 30 ___ M 2" Je L., 4� . n. .hLa I I _ T1PI:`3 k%1 Nim 61-6 GA a 'WG -EGp6 A- E.4 6TJD y cM.. q ,• �,�.,,. ENGINEERING, INC. 1 I • '/2" G`'". 5041w /2" G"'P. 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STUD IP3 '•/2'- 20 CsA 8^606 2 x i 5-~"6 W • b 5-.Z5- ! 1 I a i • A 0 c. • b C 1 ' b == , • _ J �4I . �r1►� `� 11, P_ooR .o/ CB DETAIL AT STRAP BACKING g CABN�T / SF LF BIAC� PLATES - - WALL TYPE 5 WALL TYPE 6 WALL TYPE 7 WALL TYPE 8 �yy � w' ' 2x6S'•,.C6 i ce - x •; 5- "-a 2 � WALL • 4r" O G. • - - • - iia- 6 • � CaA Ff�E WC. 433 SCREL, NIC =A OF r ----� r w � S= %4 F.2S'..:G 2 x i 3-:.."• ..:�- --a DOUOLE 'At"1D --- �- G"�bll" ..l�_DCARD WOOC 5'..DS S-1.'DS � � RACK • i 1 ' Ya i3C 5/8"- 25 GL• S-.fid . . .- �. 1. ! • ii' C.C. : b '�'.:.°+ adfTlfo O>�`rCs '.^. '.� `JR __'�.% + i S DAW' -.-`'ER S '8' — E x Ct-Vm CJI ...��DGARD OR ./EMEER SAM A mm ;E= A RJG*• I 1 • b Cy & oIMtI1.1 CONS-Q,.C' ?, -.6 • i C A 40L ES 'C EAC.• 8!DE OF 2 x 4 JU?^ S".1D8 24. Or- ,lt " ra COA-ED NAILS. 1-7/d" OKs CAM 6-AW, .14' -WEADS 24. CC. PACE �A"i'ER 5/6` TT x G'1'*bl,r" WtAL.LDOAP, �'•~0 5 C AC.SIT �_° 5..,E=-- .~ 5 S' - OR ,e*EER 15A APM-IED A- RIG► AWjL.E& TO 8"i,1D6 OVER DOSE SAYER WI'Tio a0 BC•:� ^'� �( dw'P s3C'�•Rr x3C'- 5-_E5� `� IC C,h'ED %A-S :-3i8" -OMCs. 0.100. 8►+AH1C V4' E.d�DB a" O.G. STACOMER ,10" 24' OZ. 20 GA -RACK A- 1 ! EAC•• -A`'E'R ANC SDE 80lJND "E8'ED WITS+ STUDS i' OZ. AND WI*«• HAILS FOR .%ASE W®A� ED - REMOVE NOTE: �� EXISTMG Pupo!!NG LA`'LR SPACL i" CL. '_OAC W-APVWCs: GNTC DOTi+ DOL.. STUD$ . -cupt '�'�• —0JR ,u. •A.R WAW- WALL TYPE 9 WALL TYPE 10 WALL TYPE 11 WALL TYPE 12 1 r� R r 2: 2C GA STUDS A' AL.L DOOR ,,ar'e$ t3A FILE tiC_ S4EIr lir E' -OGET64ER WOOD .r0+6TS rjvVI jM uL t WARw ! SAM -'-T'R 5,'8' -"T x Ca"NOL ' r.A--5CAJ1C APS 1= A' RICs AWa.€8 -C : x iC WOOD .ZIG-S 24' CZ. WITS• 1- /4' -..•.E 6 DR"",W�_ SCRI MS 24~ CC. PACE LAYER 5/S' SC«IE✓u� TTI"E x G" 4kr 4 SOMID OR SER BASE AF PIED AT RyG►i- AWA-ES TO JOTS-S Ti�lOtxs SAM -A-'ER WTW !-T+b' ""AT S ^�".�. SCRELIS 7" CL A- .JOINTS ANC 1•-24" a" G DCGR^. INIEWIMIA••E ,,018-8 FACE �A"ER .,oOIN-S OI'F8E- :4' FwOP' DA5E -A"ER ,101NT8. �— .' s"E DG•:R: TVVNE G DR`-wA*- . SCNMIS P'LACEJ 2" BACK ON E!nER 610E OF PACE ._A"ER END I/E 1•-24" 2 «IOM AREA SEpARG-'0h ,ilAi.r� - n- -n .JOIN-S '2' ^L ',2" A`'WOOD ;CJI-+ Ex-ER10R CL.L APPLiM AT RIG+»" AAI.%-Es -O ''OP SEE SECT'ONS ON S►�' 2.4 : b< OF ,1015-S �' 8d NAILS. CEILING OROvIDES C7nE +OUR F'RE RE616-ANCE w4QCTECT"� 2 FOR WOOC *'Rl:.""hVG. RATMi i WALL TYPE 13 WALL TYPE 14 WALL TYPE 15 - ---� �---� SOUTHWEST FAMILY "- _ 4 WALL AT _ WALL MEDICAL OFFICES � ` i/s' • -C• - - - _ -'POS:�„ - -- 1/4"0 111 30 LAG WOOD JOib- OR l9EA1' � � -�' ;Q �►c -rG CLIP FL.1�L�E6 ---- BEN STUTZ ATTR+ 00 TO .JO16'IM^ 1 WIT1.r 9ACM �W _ _ { WOOD 1O16Tg - OR OEAt'!6—� 18 GA DEgP -EG ``` f " aE.E G''O�, 'R�11 CJC Tr C 3CRE,.115 ; e c C""... 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JtLS - ii / I i TO GOMC7E'E TC ATE '�vCRE'E USE O.N6' x ' 1/8' PDr.6 r 1JGE 0-WS' x 1 1/S" PDR_'$ .3E 2 45 r e oC c a z u, • 24" OZ. • 24.~ C.C. • :� ''O WOOD. 'C 11JOOC- _= •� ? _ Combs T1g I 1 •' USE % x ' UZ" WOOD SCl� � USE V x ' 1/2' ,.K= BCRELI6 � -3E I • 3: �. "4r 4 .0 5-5 li {' z �� I • 32 O.G. MAX IKTO JOI!►T6 • 32" CD. "'IAx. NTC .1016 S WIVIC MAC''AS AM Tp W LCCATM Q'-!' OL. PLOOR RLOO1! / I =�JOR � . � WALL t�ETAIs « tr. om.T IoN AM .'-Ar *'AX � I�u"a. �r— ®ETOL TYPICAL WALL. �- TYPicAI FUJL HB% r WA" T rmm. BRACED wall c KT, �x'ion' c,....,e,,My Re ••9oe ' 1 oo2" '11cot 44) '.! `•n, ......r., "WiMarYwirwvdFcv+b 11 e. . It,i iltl tll Ni II N i a4-II' ri t ! w i i it tilt ilii iiH fill fiil I!.t ,Ili 1t1 i i li I7 !!. I llll� .. 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