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HomeMy WebLinkAboutPermit Building 2019-05-09a�aa W DATE RECEIVED 04 A I /I Qj JOB NO. n - G1oC�5�32 S�- LLJH Ln co�T- FT.(s, Z V O Lr) CD V � 0 iC) — //M yy) w ://lu 0 1t� VlZ M o I I ~ V C O I I O L _.0 0 - v lie . Ld o� LL. w Q I CD I� u- 10 M rn I 1 I ce �' I r n W DATE RECEIVED 04 A I /I Qj JOB NO. n - G1oC�5�32 S�- Ln lo LL0 0 U aLr) rnWa� a(Do xoQ� z�0N 0 QC/)Q� xc\lQ4Lr) ?MyXw'na'rofl OBECO/l9pL�gNCE DATE RECEIVED 04 A I /I Qj JOB NO. n - G1oC�5�32 S�- ZONE L-braOCCUPANCY GROUP P--'3 UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION$ LEGAL DESCRIPTION 11 -402bbe,% ADDRESSi5 T-{d�ta�daws liAt OWNER ' C/1 THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. Q CHANGES OR NS MADE TO THE APPROVED DRAWINGSS OR PROJECT CTAFTER THE DATE BELOW SHALL BE C APPROVED BY THE BUILDING OFFICIAL. Z: U(i CITY OF PRI GFIE D RECON a C APPROVED R DATE OS 19 z O w O o w w Lr) cl) Ln O 0 U aLr) rnWa� a(Do xoQ� z�0N 0 QC/)Q� xc\lQ4Lr) ?MyXw'na'rofl OBECO/l9pL�gNCE SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION WINDOW GLAZING % FOR THE RAINIER PLAN PLAN SO F. 1976 VER IFED093011KS STND IDESCRIPTION JOTY. IS12E WIN SO. FT. TOTAL I OPT MSTR BD BD 1 4040 16 16. MSTR BD 1'. 2868- 12 28. .MSTR BATH 1'. 4040 16 44. :STAIRS 1. 3030. 9 531 :LIVING ROOM 2'. 3050 30 83i LIVING ROOM 2'. 2020' 8 91' DINING ROOM 2'. 3050•. 30 121 DINING ROOM 1. 2868' 17- 138 PWD -- 1'. 2640 10 148 UTILITY - 2'. 2W 20 168'. 'STAIRS 1' 3030'. 9 177'- STAIRS 3' 2020.. 12. 189'. BD #2 1 4040. 16 205: BD #3 2' 3050' 30 235- 129/ TOTAL STAND. OTY. & % - 21 MST BDRM 1 6016 MSTR BATH 1 2030 TOTAL STAND. & OPT_ QTY & % 23 9 244 0-5% 6 241 0-3% 250 12.7% GENERAL NOTES:- I THE SCOPE OF SERVICES PROVIDED BY HAYDEN ENTERPRISES, NC' IS LIMITED TO PROVIDING A WORKI N3 SET OF DRAWINGS THS SET OF PLANS IS SUFFICIENT FOR OBTAINING A BUILDING PERMIT UNLESS DIRECTLY REQUESTED BY THE OWNER OR BUILDING CON I RACTOR, THESE PLANS ARE LIMITED TO DESCRIBING LOCATIONS, DIMENSIONS, GENERAL BUILDING COMPONENTS, AND KEY FINISH MATERIALS 2 ALL WORK SHALL COMPLY WITH THE MOST CURRENT' REQUIREMENTS SET FORTH BY LOCAL COUNTY, STATE, AND GENERAL LAWS, RULES. CODES ORDINANCES OR REGULATIONS GENERAL CONTRACTOR OR SUB- CONTRACTOR TO VERIFY ALL APPLICABLE CODES AND METHODS OF CONSTRUCTION PRIOR TO BEGINNING WORK 3. ALL WORK TO MECHANICAL, PLUMBING, AND ELECTRICAL WILL BE DESIGN &ILD BY THE GENERAL CCNTRACTOR AND SHALL. CONFORM TO ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES 4 ANY ERROR OR OMISSION FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO THE DEVELOPER'S AND ARCHITECTURAL DESItlNER'S ATTENTION. S. DO NOT SCALE ORAWNGS WRITTEN DIMENSIONS SHALL PRECEDE ANY AND ALL SCALED DMENSOPS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTFIIJCTION AND SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SPECIFIC CONDITIONS THE OFFICE OF "AYDEN ENTERPRISE -S, INC MIST BE NOTIFIED OF VARIATIONS OR DISCREPANCIES ARRIVED AT DURING CONSIRUCTIOPL SITE PLAN NOTES t EACH CONTRACTOR AND SUBCONTRACTOR TO VERIFY THE EXISTENCE OF BURIED UTILITIES N THE AREA OF CONSTRUCTION PRIOR TO ALL EXCAVATION. 2 ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONEWTS MUST CONFORM TO THE PROJECT SOLS REPORT. 3. CONTRACTOR TO VERIFY ALL SITE CONDITIONS AND DIiENSIONS PRIOR TO CONSTRUCTION. ALL INCONSISTENCIES TO TE BROUGHT TO THE ATTENTION OF THE DEVELOPM AND THE ARCHITECTURAL DESIGNER PRIOR TO ANY CONTINUATION OF CONTWORK 4. SETBACKS TO COMPLY WITH ALL APPLICABLE LOCAL COUNTY, STATE4 AND NATIONAL CODES CONTRACTOR TO VERIFY ANY CHANCES OR ADDENDUM TO DEVELOPMENT SETBACKS PRIOR TO CONSTRUCTION. DRAWING INDEX CS COVER SHEET NS GENERAL NOTE SHEET Al ELEVATIONS FRONTIREARI A2 ELEVATIONS (LEFTNdOd-M A3 MAN 8 UPPER FLOOR PLANS A4FOUNDATION/FLOOR FRAMING PLAN AS UPPER FLOOR FRAMING PLAN AG ROOF FRAMING PLAN A7 MAN 4 UPPER LIGHINWAUDOSOUND WALL NSULMSC PLAN SI WALL BRACING S2 WALL BRACING Of OPT. 3 -CAR GARAGE Of BUILDING SECTIONS D2 BUILDING DETAILS D3 DETAILS DL3 LUXURY SIDING DETAILS Development Standards Section 16100 (3) (g) (4). - °IQ ROOF PITCH - 12 INCH OVERHANG - FRONT ELEVATIONS= SHAKE AND LAE' SIDING UJITH OPTIONAL MASONRY - DECORATIVE POST - OFF SETS IN BUILDING FACE OPTION FOR GRID WINDOWS - CORBEL DETAIL IN GABLE is 2464 SW GLACIER PL F.IOND OR 97756 PHONE 541-B2T-660� FAX 541-548-0761 aaEwslo CLIRRENT AS OF 109099 ............... COVER SHEET DATE IM509 J013f X c s DRAWN SW CHECK® BY HCS X x ELEC./MECK/PLUMB. . T FOUNDATION PLAN FLOOR PLAN2ND FLOOR ROOF FRAMING NOTES NOTES LFRAMING NOTES NOTES NOTES° � • �..m.Mr �� ___ n.Ss 20H OREGON RESIDENTIAL SPECIALTY CCOE. 200 OFE13iON RESIDENTIAL SPECIALTY CODE 20011 OREGON RESIDENTIAL SPECIALTY CODE 2011 OREGON RESIDENTIAL SPECIALTY CODE 2011 OREGON RESIDENTIAL SPEgALN CODE t VERIFY ALL SITE UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION L VERIFY ALL SITE UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION_ 1. EXTERIOR WALLS TO BE WOOD FRAMED • 16 INCHES O.0 AND INTERIOR L TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS FROM FOUNDATION L ALL WORK TO ELECTRICAL, GAS, MECHANICAL AMID PLUMBING WILL BE DESIGN WALLS TO BE 24 INCHES OC UNLESS NOTED OTHERWISE_ STRUCTURAL PLAN AND FLOOR PLANS PRIOR TO THE MANUFACTURE OF ROOF TRUSSES BUILD BY THE GENERAL CONTRACTOR AND SHALL CONFORM TO ALL LOCAL, w�xur.acS �S uale wee 2 CONTRACTOR TO VERIFY SOL BEARING VALUE OF 15W PSF FOR CLAY. 2 CONTRACTOR TO VERIFY ALL DIME�JS, MATERIAL SPECFRCATONS, MEMBERS TO BE FASTENED IAW TABLE 6023.1118 NALING SCHEDULE STATE , AND NATIONAL CODES. ,DANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT a SANDY SILT. OTHER CONDITIONS MAY REOURE SPECIAL DESIGN OR ALTERNATE CONSTRUCTION DOOR AND WINDOW SSS, CONSTflUCTION MEANS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. 2 ALL JOIST AND BEAM HARDWARE TO BE APPROVED BY JOIST AND BEAM 2 TRUSS MANUFACTURER TO VERIFY FURNACE LOCATION 8 DESIGN TRUSSES TO SUPPCFIT SYSTEM WHEN INSTALLED N ATTIC AREA 880ZI1.41 2 ELECTRICAL, GAS MECHANICAL AND PLUMBING TO BE REVIEWED, APPROVED METH -OO" CONTRACTOR TO VERIFY SOILS REPORT PRIOR TO CONSTRUCTION WHEN REQUIRED (TABLE R40I411 3 ALL EXTERIOR WALLS TO BE WOOD FRAMED AT 16 INCHES OC. AND ALL INIE TOR WALLS TO BE 24 INCHES OC UNLESS NOTED OTHERWISE- MANUFACTURER DRS 3 DOOR AND WINDOW HEADETO BE AS NOTED 4 SUPPORTED W/JACK 3 CONSTRUCT A MNL 6 FT x 8 FP FURNACE PLATFORM N LOCATION IDENTIFIED ON THE TRUSS LAYOUT AND ROOF FRAMING PLAN LAW DETAIL FOUND ON DETAIL BY A SEPARATE PERMIT 8 INSPECTED BY OFFICIAL HAVING JURISDICTION PRIOR TO FRAMING INSPECTION. (R105.1161R109.12) 7. CONTRACTOR TO VERIFY ALL DETAILS, DIMENSIONS, AND SPECIFICATIONS PRIOR TO CONSTRUCTION.SLE DETAIL S SHEETS FOR ADDITIONAL INFORMATION. STRUCTURAL MEMBERS TO >E FASTENED TAW TABLE 60231118 NAILING SO4EOILE 4 SEPARATE HOUSE FROM GARAGE BY NOT LESS TFIAN V2' GYPSUM ON THE STUDS PER TABLE R50290 8121 LOAD -BEATING HEADERS ARE NOT REOUSHDESIGNEDED N NG INTERIOR OH EXTERIOR NONBEARWALLS A SINGLE 2 r 4 MAY BE USED FOR OPENINGS UP TO 8 FT. IF VERTICAL DISTANCE TO NAILING SURFACE ABOVE IS NOT SHEET WHEN PLATFORM IS NOT DESIGNED N THE TRUSS SYSTEM 4. BOTTOM CORD OF TRUSS TO BE DESIGNED FOUR 20 LB LIVE LOAD WHEN 3 ALL METAL PIPING SHALL BONDED. F350911T DUCTS TO BE CONSTRUCTED 8 INSULATED LAW CHPT 16, 4 SUPPLY 6 RETURN AR ON GARAGE SIDE. GARAGES WITH LINABLE SPACE ABOVE WILL BE SEPARATED BY MORE THAN 24 INCHES. (R6027-21 CAPABLE OF STORING A 24 IN WIDE x 42 NCH TALL ITEM BETWEEN 2 O8 MORE LOCAL, STATE, AND NATIONAL CODE. (CHPT 161 4. ALL FOUNDATION WALLS AND FOOTING TO BE CONTINUOUS CONCRETE. STEM WALLS AS SPECIFIED BY LEGEND, SECTION DETAL$ AND/OR STRUCTURAL ENG.IR4031318ITABLE 840311 NOT LESS THAN 5/8' TYPE X GYPSUM ON TRUE GARAGE CEILING INSTALLED PERPENDICULAR TO CEILING FRAMING 4 FASTENED - MAX 6 LACHES O.C. BY z MHALM 1 e NC -ES 6d COATED NAILS (Xi EOR1V. DRYWALL SCREWS ITABLE 830261 ITABLE Ii70235 FOOT NOTE EI 4. BLOCK TO FOUNDATION BENEATH ALL COLIMA BEAMS, 8 ORDERS TYPICAL. S. FLOOR SHEATHN(R TO BE 3/4' T8G lAD PERPENDICULAR TO HJOSTS ADJACENT TRUSSES WITH THE SAME WEB COFIGURATIOM. (TABLE 830151 S ALL ROOF TRUSSES TO BE ENGINEERED BY A TRUSS MANUFACTURER, PROVIDED TO BULDNO OFFICIAL 8 APPROVED PRIOR TO INSTALLATION 5 ALL SUPPLY RUINS TO HAVE ADJACENT DAMPERS 4 ALL RETURN A8 RUNS TO BE NON -DAMPER®. 5. STEM WALL CONCRETE TO IE 2500 PSI AND GARAGE SLAB FLOOR, PORCHES 4 STEPS EXPOSED TO WEATHER TO BE 25W PSI NEO CONDI 6 3000 PSI IMODISEV (:OND. (TABLE 840221 6. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 24 INCHES BELOW THE FINISHED GRADE ON UNDISTURBED GROUND SURFACE. FROST LINE DEPTH SHALL BE DETERMINED BY THE LOCAL JURISDICTION. (TABLE R301.2A 8403.1.51 7. FOUNDATION WALLS TO BE CAPPED WITH Zx MLD 511 PLATE 8404.3 OVER A FIBROUS SILLSEALER TYPICAL. ANCHOR MUD SILL TO FOUNDATION WISING MEd. I/2' ANCHOR BOLTS WINUT 8 WASHER EMBEDDED 7INCHES • 6 FT. O.C. TYP. INSTALL ONE BOLT A M. I FT. FROM THE END OF EACH PLATE SECTION. P40 t,Ill 5. ENTRY TO HOUSE FROM THE GARAGE SHALL BE NOT LESS THAN 1-3/8' TICK (SCS WOOD OR STEEL OR HONEYCOMB STEELA, OR 20 MINUTE FIRE-RATED RE- RATED DOOR 83025.1.11 6. SCID BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS 4 GIRDERS TYPICAL 7. SEE S SHEETS 6 DETAIL SHEETS FOR BRACNO PANEL REOLJRENENT Sr WALL DETAILS, FBEPLACE DETAI..SW ETC_ 8 FRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED SPACED 16 INCHES UP TO 192 NOES O.C. (TABLE R503.11 FASTENED TO WOOD FRAMING IAW TABLE 8602.3118 (2 4 NALNG SCHEDULE. 6. DECKS WILL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE WITH LAG SCREWS OR BOLTS WITH WASHERS LAG SCREWS, BOLTS 8 WASHERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL 8502221 ITABLE 85022211 (FIGURE 502223) 7. FRE BLOCKNO SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERT. 4 FE(XRZ.1 BETWEEN STORIES AND TO FORA AN EFFECTIVE FRE BARRIER BETWEEN STORES 8 BETWEEN TOP STORY AND THE ROOF SPACE. 86026) (850211.4 6 880210.11 EE 6. ALL TRUSS PITCHES TO BE AS SPEC'D ON THE ROOF 8 ELEVATION SHEETS (A 6/12 ROOF PITCH WWTERIOR VAULTS TO BE 3/12 PITCH 4 A 5/12 ROOF PITCH W/NTERIOi VAULTS TO BE 25/12 PITCHLI 7. ALL TRUSS HARDWARE TO BE APPROVED BY TRUSS MANUFACTUREROL 8 DESIGNED TO RESIST WINDLOCAL WIND D BASED ON I IPLFT PRESSURES LOAD 8 ROOF WIDTH TABLE IR802TI S. TRUSSES SHALL BE BRACED TO PREVENT ROTATION 8 PROVIDE LATERAL STABILITY TAW CONSTRICTION DOC AND/OR BCS 1-03.88(1210.31 6. HVAC AS SPECT) BY PROJECT MANAGER FU MACE HEATING SYSTEMA TO BE PROVIDED WTIH REPLACEABLE AR FILTERS BOTTOM CP ALL ELECTRICAL WALL HEATERS TO BE 2 FT. AFF- FF_FI 7. WHEN INSTALLED, OL AND/OR GAS+TED FURNACE SHALL BE NOT LESS THAN 78I AFUE IN1053.3.1 8 N105.53 -2J O -FRED FURNACES SHALL CONFORM TO ANSI 727 8 ELECTRIC FURNACES SHALL CONFORM TO UL 1995. (MI4020 8. EXTERIOR VENTS TO BE WATER PROOF SCREENED, HAVE BACK DRAFT DAMPERS 6 ROOF VENT CAPS TO BE LOCATED AT THE REAR OF ROOF SLOPE WHEN POSSIBLE 1G24426) (G24521 2464 SW GLACEB PL FAD (7R 97756 PHILYE 54N323-660' FA% 541-548-0761 SEISMIC DI 8 D2 REQUIRES 3INCH RATE WASHERS 8602111 DRAFT OPENINGS (BOTH VERT. 8 HORZI BETWEEN STORES AND THE ROOF. 8302111 9 ROOF SHEATHING TO BE 7/16' CSB W/TRUSSES SPACED UP TO 24 INCH O.C_ 9- SMOKE DETECTORS SHALL BE PLACED WITHIN 8 OUTSIDE N THE IMMEDIATE 8 DRAINAGE GRADE SHALL FALL A MN 6 INCHES WITHIN THE FIRST 10 FT OR PER EXCEPTION U94G DRAINS OR SWALES 840131 9. ALL GLASS TUB AND SHOWER ENCLOSURES; GLASS ADJACENT TO 8 WTHIIN 2 FT. ARC OF A CLOSED DOOR, WITHIN INCHES 36 INCHES HORZ. a LESS THAN 60 CHES O (TABLE 8503.21101 H( 10. ASPHALT SHNOLES SHALL BE INSTALLED AS S°ECU BY MANUFACTURE WITH VICINITY OF EVERY SLEEPING AREA 8 ON EACH ADDITIONAL STORY OF DWELLING IRM431 r Z 9. PROVIDE DRANAGE AROUND FOUNDATION RUNLESS BUILT ON WELL -DRAINED GROUND, OR SANDI-CRAVEL MIXTURE SOLS IR4050 ABOVE ANY STAR WALKING SURFACE TO BE APPROVED SAFETY GLASS 8398.41 NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE. MM2.51 IR9052618 NALNG SCHEDULE 10. SMOKE DETECTORS TO BE INTERCONNECTED WITH PRIMARY POWER SOURCE FROM THE HOME 8 WITH BATTERY BACKUP. 8314.41 O 1U. FOUNDATIONS W/STEMWALLS SHALL BE PROVIDED WITH A MN OF 1 44 BAR TMIHN 12 INCHES OF TOP OF WALL 61 44 BAR LOCATED 3-4 INCHES FROM 10 FURNACE, WATER HEATER, DRYER, OVBN/RANE AND RATH FANS TO LT" VENT TO EXTERIOR ALL SWITCHES, PLOT LIAND BURNERS TO BE A MINIMUM OF 18 NOES AFF WHEN LOCATED IN THE GARAGE T. FRE BLOCKING SHALL 13E PROVIDED TO CUT OFF ALL CONCEALED MAEE OPENINGS (BOTH VERT_ 4 HORZ1 BETWEEN STORES AND THE ROOF. (R302111 T CARBON MONOXIDE ALARMS TO BE INSTALLED IN THE IMMEDIATE VCMTY OUTSIDE BEDROOM AREAS W05.2) BOTTOM OF FOOTING AS FEOLFED. 840314.1) (CHPT 1511G24002) SI 12 DOOR AND WINDOW HEADERS TO BE AS NOTED SUPPORTED WIJACIC 12 ALL BATH, WATER HEATER, DRYER 6 RANGE HOOD MICRO MR0 TO VENT TO THE ( , y FOR SEISMIC ZONES DI 8 D2 PROVIDE 144 CONBNUOUS REINFORCEMENT N FROTH THE FOOTING AND THE STEM WALL, ON A 2 POUR SYSTEM PROVIDE 1 44 VERTICAL WITH A STANDARD HOOK AT 4 FE O.C. THAT EXTENDS 3 INCHES CLEAR OF THE BOTTOM a EXTENDS A MNIMUM OF 14 INCJ-ES INTO THE STEM WALL T. FIREPLACES TO RE INSTALLED PER MANUFACTURES INSTRUCTION 8 EH]UPPED SUPPLY 004.1181Wrlll 102434.11 WITH PROPERLY SSD d LOCATED EXTERNAL AR IRI 12 HANDRAILS NOT LESS THAN 30 INCHES OR HIGHER THAN 38 NOES (R3117.71 GUARDRAILS PROTECTING DECKS OR BALCO ES SHALL NOT BE LESS THAN 36 INCHES ABOVE WALKING SURFACE OR ADJACENT FIXED SEATING, IR3120 STUDS PER TABLE 850298 812. LOAD-BEARING HEADERS ARE NOT REOUI RED N NTEF40R OR EXTERIOR NONBEARING WALLS A SINGLE 2 x 4 MAY BE USED FOR OPENINGS UP TO 8 FT. F VERTICAL DISTANCE TO NAILING SURFACE ABOVE IS NOT MORE THAN 24 NCII 86027.21 D. BLOCK TO FOUNDATION BENEATH ALL COLUMS, BEAMS, GIRDERS CUTSDE ICHPT 151 13 MKnOWAVE TO HAVE A DEDICATED 20 AMP CIRCUIT. u N SEISMIC ZONE Dl a T)2, WATER HEATERS SHALL BE ANCFHOHED O8 STRAPPED TO RESIST HOHRONTAL DISPLACEMENT STRAPPING TO BE LOCATED WITHIN THE ENERGY CODE It PROVIDE A GROUNDING ELECTRODE CONNECTED TO A 20 FT. e4 REINFORCEMENT IN THE FOOTING IR403171 12 PROVIDE I SO FT. CRAWL SPACE VENTILATION PER 1500 SO. FT UNDER FLOOR AREA SPACED TO PROVIDE CROSS VENTLATKXN ONE SUCH OPENING SHALL EL WITHIN3 FT OF EACH CORER (8408.1) SPACE BETWEEN RAILS SHALL NOT EXCEED 4 INCHES 831231 13 EMERGENCY ESCAPE 8 RESCUE OPENING' IAN. NET CLEAR OPENING 5.7 SO. FT., LK OPENlU: HEIGHT 24 INCHES, MQN OPENING WIDTH 20 INCHES, SILL HEIGHT NOT MORE THAN 44 NOES AFF_ I all M. ALL METAL PIPING 91ALL BE BONDED. E3509.7) REQUIREMENTS W ROOF VENT CAPS TO BE LOCATED AT REAR ROOF SLOPES WHERE POSSIBLE. PROVIDE 1 SO FT. ATTIC VENTILATION PER 300 SO FT. ATTIC SPACE WITH 50-802 OF VENTS AT LEAST 3 FT. ABOVE THE EAVES OTHERWISE 1 SO. FT. TO ISO SO. FT. OF THE AEA 880fi.21 15. PROVIDE MN 1 NCH SPACE BETWEEN INSULATION AND ROOF SHEATHING iPPER 1 AND LOWER 13 OF THE APPLIANCES VERTICAL DIMENSION. 0.1130721 15. ATTIC AREAS WITH FURNACE EQUIPMENT SHALL HAVE ONE LIGHT FIXTURE AND ONE OUTLET INSTALLED AT OR NEAR APPLIANCE WITH SWITCH LOCATED AT ACCESS AREA IMI905.13.0 16 GARAGE DUPLEX OUTLETS, ONE CUTLET LOCATED ON THE BACK WALL, un W ///���4TZjL] �� ANO 21011 OREGON RESIDENTIAL SPECIALTY CODE - PER TABLE M101.1115 PRESCRIPTIVE ENVELOPE REO UI REMENTS 13 SHEET ALL EXPOSED EARTH IN CRAWL SPACE WITH 6 ML BLACK POLYETHYLENE, SEAMS SHALL BE OVER LAPPED 12 INCHES 8 TURN 12 INCHES UP FOUNDATION WALL 840811 NI1048.21 14 ALL WOOD IN DIRECT CONTACT W/CONCRETE Sl1RFACES, OR WREN 18 INCHES OF EXPOSED EARTH, EXTERIOR WOO) SUM SHEATHING AND WALL FRAMING LESS THAN 6 INCHES FROM GROUND OR WITHIN2 INCHES CONCRETE SLAB, DECK, PATIO TO BE APPROVED PRESERVATIVE TREATED MATERIAL. 183 J Ill -(51 15. EXTERIOR JOINTS AROUND WPDOR OWS/DOFRAMES, BETWEEN WALL CAVITIES 8 WIDOW OR DOOR FRAMES, BETWEEN WAIL 8 FOUNDATION, BETWEEN WALL 8 ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OR UTILITY SERVICES THROUGH WALLS FLOOR 6 ROOFS 8 ALL OTHER NINGS N THE EXTERIOR ENVELOPE SHALL BE SEALED IN A MANNER APPROVED BY THE BUILDING OFFICIAL. (N1U4A21 VERTICAL GLAZING INCLUDING SIDING GLASS DOORS U-35 DOORS U-20 DOORS W/ MORE THAN 25 SQ FT GLAZING U-40 CEILING R-38 VAULTED CEILING R -38/U-04288 42 WALLS ABOVE GRADE NCLUDNG CRIPPLE WALLS 4 RM JOIST AREAS R-21 WALLS BELOW GRADE R-15 FLOOR RR -30 WF ERE EAVES VENTS ARE INSTALLED. 8806.31 16. ATTIC ACCESS SHALL NOT BE LESS THAN 22 INCHES a 30 INCHES ROUGH OPENING WITH MINIMUM OF 30 INCHES UNOBSTRUCTED HEADROOM ABOVE ACCESS OPENNQ 07.0 T7. PATHWAYS TO ATTIC INSTALLED FURNACE SHALL BE UNOBSTRUCTED CONTINUOUS SOLD FLOORING NOT LESS THAN 24 INCHES WIDE NOR LONGER ONE FOR EACH OVEREAD GARAGE DOOM AND ONE OUTLET WHEN OPTIONAL IRRIGATION SYSTEM BHSELECTED. 17. MINIMUM REOUBED EXHAUST RATES (INTERMITTENT OR CONTINUOUS PER (TABLE M1507.31 A RANGE HOOD N KITCHEN AREA - MN.150 OEM INTERMITTENT B EXHAUUST FAN NEAT-ROCAS -RAIN 89 CFM NTERMIIIENT OR 20 CFM CONTINUOUS U•z • • • • •, • J G\I 16 ONE LAYER APPROVED WATER RESISTIVE BARBER SHALL BE APPLIED OVER FORCED AR DUCT INSULATION R-9 THAN 20 Fr IMMM13) C. TOL.ET BOOMS W/O BATHING - MN 50 OEM IS MINI MUM CLEARANCE FROMBOTTOM OF FLOOR JOISTS TO EXPOSED STUDS OR SHEATHING OF ALL EXTERIOR WALLS THAT MEETS THE 751 DRAINAGE IC -PT IS - TABLE (MI507.314 CHPT 161 EARTH 15 18 INCHES 0 FT FOR BEAMS 8 GIRDERS 83T7.1) EFFICIENCY REOUREME NT BARBER SHALL BE APPLIED HORIZONTALLY 8 LAPPED OVER LOWER BY 2 INCHES 8703.11 870321 TABLE NINIUMADDITIONAL MEASURES : 18 VERIFY WITH LOCAL JURISDICTIONS TO DETERMINE F ICE BARRIER IS RE -OU AT THE LOWEST ROOF EDGE TO A PONT AT LEAST 24 INCHES INSIDE THE 18 SOUND RATING FOR FANS IN BATHROOMS MAX 1.0 SONE RATED FOR C CNNTNUOI T 16 FLOOR SHEATHING TO BE 3/4' TIG LAD PERPENDICULAR TO FJOISTS SPACED 16 NOES UP TO 192 INCHES O.C. ITABLE R5030 STRUCTS 17. WINDOWS SHALL BE INSTALLED PER WRiITFEN INSTALLATION NKXN ENVELOPE ENHANCEMENT MEASURE M5 BUILDING TIGHTNESS TESUIG VENILATON 8 DUCT SEALING EXTERIOR WALL LIFE OF THE BUILDING 8905.2.7.11 VENTILATION FAN OR MAX 3 SONE RATED NTERMRlENT FANS IMISP.3.11 •�• • Iii 1 • FASTENED TO WOOD FRAMING LAW TABLE R60731114 (2)8 NALNG SCHEDULE. AS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FM2-11 19. TRUSSES SHALL BE CONNECTED TO WALL PLATES BY APPROVED 19. ALL BATHROOMS SHALL HAVE A MECHANICAL VENTILATION SYSTEM CONSERVATION MEASURE'A` RICH EFFICIENCY HVAC SYSTEM CONNECTORS HAVING A RESISTANCE TO UPLIFT NOT LESS THAN T75 POUNDS CONTROLLED BY A DE -HUM CISTATE, TIMER OR SIMILAR MEANS OF AUTOMATIC - UTOMATIC17. 17 WATER HEATER 8 FURNACES LOCATED IN THE GARAGE SHALL BE PROTECTED IS. WNDOM 8 DOORS SHALL BE FLASHED WITH APPROVED CORROSION-RESISTA FWZIO51 USE HZ5 (OR EOUALI HURRICANE CL PS • TRUSS HOLD DOWN ON EXT CONTROL IMI507A •� • FROM AUTOMOBILE IMPACT. 0.030731) 18. RADON -MITIGATING CONSTRUCTION REQUIRED N THE FOLLOWING C OUNTES FLASHING IAW CODE 8 COMPANY DETAIL. (8703.81 ISI OPERABLE WINDOWS MORE THAN 72 INCHES ABOVE GRADE / SURFACE SHALL WALLS, RBC HOLD DOWNS AT BRDBLOCCNG AND DTC CLIPS AT M. NON-BEARING WALL LOCATIONS 20 HIGH EFFICE14CY INTERIOR LIGHTING SYSTEMS A MN OF 50T OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN HIGH-EFRCACY • • • l • • • • • • • • • • • • • BAKER, CLACCAMAS, HOOD RIVER, MULTNOMAH, POLK, WASHINGTON 8 YAMHLWINDOWL. (APPENDOX R HAVE WINDOW SILL ABOVE 24 INCHES AFF. UNLESS A WINDOW ENING LIMITATION OPERATING DEVICE IS INSTALLED. IR61221 20 INSULATION REOUGREMENTS TO BE IN ACCORDANCE WITH ADOPTED STATE CODE- (SEE INSULATION NOTE) ALL INSULATION, VAPOR RETARDERS 8 VAPOR LAMPS SCREW IN COMPACT FLORESCENT LAMPS COMPLY WITH THIS RREOUREMENT. Nig7.4 19. INSULATION RECANEMENTS TO BE N ACCORDANCE IMTH ADOPTED STATE 20. INSULATION REQUIREMENTS TO BE N ACCORDANCE WITH ADOPTED STATE PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED EX NOT TO EXCEED 4EN WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX WIZ NASIONS i • i . CODE (SEE INSULATION NOTEJ ALL INSULATION, VAPOR RETARDERS 8 VAPOR CODE. (SEE INSULATION NOTE.) ALL INSULATION, VAPOR RETARDERS 8 VAPOR TESTED IAW ASTM ER4 OR UL723 830210 PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOIMPANYNO SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IAW ASTM E84 OR UL72a W002101 WITH AN ACCOMPANYING SMOKE -DEVELOPED NDS( NOT TO EXCEED 450 WHEN TESTED IAW ASTM E84 OR UL723. 830210 Cl1FFABPtT AS �f3O199 OREGON NAIL USE CHART FOR PRESCRIPTIVE HOME CONSTRUCTION NOTES SHEET LENGTH T WIRE SIZE PENN' WEIGHT NAME AREA OF USE IN BUILDING SPACING PER PRESCRIPTIVE CODE DATE ;0120V JOB 4 215 113 HOT DIP ad BOx r LP SIDING, 4/4 FACIA, 055 SHEAR WALLS ON DOUBLE WALL SEE 51 4 52 DETAILS _ E 2 � 131 Sd COMMON RING SHANK DECK NAILING ROOF SNEdTNING, 8d NAILING ON ENGINWALLS b' OL. EDGES 12 OL. FIELD 1Od FRAMER FRAMING SHEAR TRANSFER, AND ALL GENERAFRAMIN 3' x .131 L FRAMING 3 EACH STUD DRAWN KS ......_. CHECKED BY KS 3)' . 146 Ibd VINYL SINKER SIMP50H HARDWARE HAND FRAMING HAND NAILING -- '- "'-XNS 05' x 146 HOT DIP IOd TECO HANGER USE, PRESSURE TREATED 1OCD, 4 EXTERIOR USE PER MA-ACTURER'S 51EC5 X -- - ---- 115' x J4S IOd TECO HANGER USE, NON -PRESSURE TREATED UIOOD ON INTERIOR PER MANUFACTURER'S 5PEC5 LAP SIDING AS S E r FC_K a RAII P'. BD t BATT s 8' OC. CORBEL SHELF AS 5PEC'D FAKE SHAKE SIDING AS 5PEC'D FASCIA AS SPECT) LAP SIDING AS SPECT) TRIM AS SPEED OPT. FIREPLACE — it ALL CORBELS TO BE 4X6 BUILT AS 5PEC'D UNLESS NOTED OTHERWISE SEE SHEET DL3 FOR LUXURY SIDING DETAILS COLUMNS AS SPECD - MASONRY AS SPECD 6/12 6/12 ^..�. �_^l.__ I• _. .. - —.--_ ROOF AS 5PEC'D 6/12 FRONT ELEVAT1®_ N SCALE: 1/4' 1'-0' (24 X 36 SHEET) D 2' 4' 8' 10' SCALE: 1/8' = 1'-0' (11 X 11 SHEET) RE14R EL�V14T1®N SCALE: 1/4' = I'-0' (24 X 36 SHEET) 0 2' 4' SCALE: 1/8' I'-0' (11 X iT SHEET) e=!5 ... I! 8 10' PLYWOOD u '-RECESSED I CAP DETAIL �-5/4'x6' SMART 4.4 PT -� TRIM EPED 4x.4 POST J - 5/4'x8' SMART TRIM WRAPPED 4.4 POST 2.6 2x6 -STANDARD TOP A BASE 1'-0' COLUMN DETAIL SCALE: 112' = 1'-0'(24 X 36 SHEET) SCALE: 1/4' - F-0' (II x Il SHEET) NOT USSR WITH COLUMN DETAIL TO E E USED W BUNGALOW PLAN WHEN MASONRY Is NOT SELECTED. Is ! 2464 SW GLACEH K- PNCNE 541-923-660-% �FAI( 541-548-0751 REVISIONS • • • CURRENT AS OF 10101 HEIGHTS AT MT GATE HS 5 LUXURY ELEVATION NOTE: A ON A 50_ FT. OPTIONAL H MASONRY TOP PLATE PLANT SHELF DETAIL AS SPECD SEE 01 -` DETAIL SHEET DLl - - o - - - - a a a FINISHED FLOOR Q 1:' 1. 1 it -LQP-PLATE i i 7( FINISHED FLOOR I I / - DRIVEWAY PER SITE FRONT ELEVAT1®_ N SCALE: 1/4' 1'-0' (24 X 36 SHEET) D 2' 4' 8' 10' SCALE: 1/8' = 1'-0' (11 X 11 SHEET) RE14R EL�V14T1®N SCALE: 1/4' = I'-0' (24 X 36 SHEET) 0 2' 4' SCALE: 1/8' I'-0' (11 X iT SHEET) e=!5 ... I! 8 10' PLYWOOD u '-RECESSED I CAP DETAIL �-5/4'x6' SMART 4.4 PT -� TRIM EPED 4x.4 POST J - 5/4'x8' SMART TRIM WRAPPED 4.4 POST 2.6 2x6 -STANDARD TOP A BASE 1'-0' COLUMN DETAIL SCALE: 112' = 1'-0'(24 X 36 SHEET) SCALE: 1/4' - F-0' (II x Il SHEET) NOT USSR WITH COLUMN DETAIL TO E E USED W BUNGALOW PLAN WHEN MASONRY Is NOT SELECTED. Is ! 2464 SW GLACEH K- PNCNE 541-923-660-% �FAI( 541-548-0751 REVISIONS • • • CURRENT AS OF 10101 HEIGHTS AT MT GATE HS 5 LUXURY ELEVATION NOTE: A ON A 50_ FT. OPTIONAL H MASONRY HANDFRAME ROOF w/FAU. 5H< 6x) DECK t RA W/ 12' EAVES 16' A5 5PEC'10 ./- 24'-0' _.. LEFT ELEV74T1®N SCALE: I/4' = I'-0' l24 X 36 SHEET) 0 2' 4' 13' 10' SCALE: I-0 111 X Il 5HEET) 1 RI(3H'r ELEVATION SCALE. I/4' = I'-0' (24 X 36 5HEET) 0 2' 4' 8' 10' SCALE: 1/e' = I'-0' 111 X 11 5HEET) ._._. OPFLATE 'A m v xp � v X N a � a o � a a a a FINISHED FLOOR 1_; - _ TOr_PLAT E i 8 I ' D P05T X T O FINISHED FLOOR a SPEC'D a QI FINI5HED FLOOR Tor f' -LA -TF gib, B I m v xp r o a � � 9 aI FINISHED FLOOR i0-P-PLBTE -- 8 I ' D P05T X '0 e RAIL PER 51TE 8- a FINISHED FLOOR A 2464 SW CiACER PL REDAAOPA OR 97756 PF10FE 541-923iili0� FAX 547-548-0761 cj� U— LU Z <• I I �' moi./ .0 F— — �EVISION9• • • • CUMENT AS OF 10M HEIGHTS AT NIT GATE HS 5 LUXURY ELEVATION SEE C A2 5'-6' 8' 30'-0' I6'-0' DECK - - —' - START POINT :LEAD, CLEAR TEMP. j 4040 SLIDER AS SPEG'D 40 - ^� .GLS r \ 11I l7 x 32 0 L'Ay� '6 �5KIRTED TUB s A 404 0 CARPET SLIDER TYP:' \-'� EGRE55 HATH --'-1 INTERIOR BEARING WALL INDICATION. 8' CLG GARAGE 398 SO. FT. ROUGH FRAMED OPENINGS: T1ARCH HALLWAY OPENINGS: GARAGE 3 -1 -AR OPT. 614 SO. FT- MASTER p J ✓ � HEDROOM I --� 8' CLG i CARPET 011 DR TO BE TIGHT TO TOP PLA -- _ 5'-6' 8' 30'-0' I6'-0' DECK - - —' - START POINT :LEAD, CLEAR m � CF. VINYL 2468 FQ°a n 2 4 66,'VATTre I I 1 MECH CHASE a LINEN 406 2668 e 4._4@IPA55 4'-4' 5'-4* 0'. Y V9 OWN CF - 2 468 Q s FIXED 1 --- TH 9 2029 HALL_ 8' CLG - FIXED WAY VINYL ro _ 8' CLG - 2 4. 8 - 2020 CARPET FIXED 42' HIGH T WALL, OPT RAI 60'x32' TUB W/ SHOWER k8030 FIXED S' 0' cCLEAR v 266 -X 2868 LAUNDRY 1 30 B' CLG` ��2' HIGH DBL— VINYL FAMED PLB WALL i 264 Z 40 SGL HUNG SGL HUNG 4 Mi 9 v __________ ALO 3UN! v W_IL- 8' CARPET ly +I MEOW CHASE I SSSf Ir TEMP. j 4040 SLIDER AS SPEG'D 40 - ^� .GLS r \ 11I l7 x 32 0 L'Ay� '6 �5KIRTED TUB s � CARPET 249 MASTER • s HATH --'-1 INTERIOR BEARING WALL INDICATION. 8' CLG GARAGE 398 SO. FT. m � CF. VINYL 2468 FQ°a n 2 4 66,'VATTre I I 1 MECH CHASE a LINEN 406 2668 e 4._4@IPA55 4'-4' 5'-4* 0'. Y V9 OWN CF - 2 468 Q s FIXED 1 --- TH 9 2029 HALL_ 8' CLG - FIXED WAY VINYL ro _ 8' CLG - 2 4. 8 - 2020 CARPET FIXED 42' HIGH T WALL, OPT RAI 60'x32' TUB W/ SHOWER k8030 FIXED S' 0' cCLEAR v 266 -X 2868 LAUNDRY 1 30 B' CLG` ��2' HIGH DBL— VINYL FAMED PLB WALL i 264 Z 40 SGL HUNG SGL HUNG 4 Mi 9 v __________ ALO 3UN! v W_IL- 8' CARPET ly +I MEOW CHASE I SSSf Ir 8=1140OA1 #3 8' CLG CARPET MIN 24' AFF 3050 3@ SGL HUNG 51-L 10•_6• 19•_6• SECOND LEVEL FLOOR PLAN SCALE: 1/4' - I'-0' (24 X 36 SHEET) 0 2' 4' B' 10' SCALE: I/8' = I'-0' (II X Il SHEET) 31 10 31'-10' 14'-0' 16'-0' DECK/PATIO - START POINT 6X6 POST 6X6 POST -- COVERED PATIO/DECK 0 i 45 5F'EC'D m �1 3050 i 3050 3050 3050 s TY 5GL HU:SGL HUNG SGL HUNG NG SGL HUNG I 1 I GLSi I I DINING s s icF ROOM 5065� 020 / 9' CLG BIPASS IXED VINYL .... M GREAT � 48' AFF. WALL ROOM- W/ARCHED OPENING 9' CLG CARPET m ro Ni co 01 O�iW - RAISED COUNTER DBAR 9 B • OPTIONAL ............. .......... ____ ZERO CLEARANCE �.`.�FIREPLACE_ VERIFY DIM5_ PRIOR S TO ROUGH FRAME - 20 lo .2020 SEE DETAIL of /YP Fl -ED ICITGN9EN ��TT rEF_ 9' CLG { VINYL �t 4-4" s ARCHED 1 OPENING ` 0 2668 - ROD T 3 SHELF_I REQ 5 14 }- IN THE "- - CLEAR FRa"1 CENTER CIRAWL OF MICROWAVE ACCESS' 12'-2' 2'--10' r _ O 2868 GARAGE M `NDOOR 9' CLG 5`00 - CONCRETE L'7 PROVIDE 5/8' BALLOON 9' CLG TYPE 'X' GYP. BRD. AME AT - CARPET a GARAGE CLG r STAIRS I — �� SEE SHEET 01 FOR 3 -GAR GARAGE OPT r2'� I-- – 3030 gTA1R8 UP ,q —FUR OUT HEADER W/FLAT 2X- -_-----_ - FIXED CARPEL ' BLK'G TO ENSURE GARAGE I n / CF. DOOR TRACKING HAS / fl ADEQUATE BACKING. VERIFY 1 CEILING LINE �� 4 6-; CF./ TRACK LOCATION PRIOR TO ABOVE ENT j MSTALLATION CLG PWD TILE`j€j 9 VINYL r E� ' i _ _ -_ OVERHEAD 2 4 1- wnG 3068 - t - SEE SHEET OI FOR 3 -GAR GARAGE OPT. 9'-3 -4' I 2'-2- 2'-6' 4' 8' 10'-6' 19'-6' 30'-0' .. MAIN LEVEL FLOOR PLAN 5CALE: 1/4' = T-0' (24 X 36 SHEET) 0 2 4' 8' 10' 5CALE: 1/8' = 1'-0' (11 X Il SHEET) DESCRIPTION SYMBOLS LEGEND MAIN LEVEL 155 50. FT. - HIDDEN LINES INDICATE OPTIONAL FLANS m{ T i • 0 Y 40 - ^� 5EDROOM #2 SLIDER 8'CLG EGRESS CARPET m - 8=1140OA1 #3 8' CLG CARPET MIN 24' AFF 3050 3@ SGL HUNG 51-L 10•_6• 19•_6• SECOND LEVEL FLOOR PLAN SCALE: 1/4' - I'-0' (24 X 36 SHEET) 0 2' 4' B' 10' SCALE: I/8' = I'-0' (II X Il SHEET) 31 10 31'-10' 14'-0' 16'-0' DECK/PATIO - START POINT 6X6 POST 6X6 POST -- COVERED PATIO/DECK 0 i 45 5F'EC'D m �1 3050 i 3050 3050 3050 s TY 5GL HU:SGL HUNG SGL HUNG NG SGL HUNG I 1 I GLSi I I DINING s s icF ROOM 5065� 020 / 9' CLG BIPASS IXED VINYL .... M GREAT � 48' AFF. WALL ROOM- W/ARCHED OPENING 9' CLG CARPET m ro Ni co 01 O�iW - RAISED COUNTER DBAR 9 B • OPTIONAL ............. .......... ____ ZERO CLEARANCE �.`.�FIREPLACE_ VERIFY DIM5_ PRIOR S TO ROUGH FRAME - 20 lo .2020 SEE DETAIL of /YP Fl -ED ICITGN9EN ��TT rEF_ 9' CLG { VINYL �t 4-4" s ARCHED 1 OPENING ` 0 2668 - ROD T 3 SHELF_I REQ 5 14 }- IN THE "- - CLEAR FRa"1 CENTER CIRAWL OF MICROWAVE ACCESS' 12'-2' 2'--10' r _ O 2868 GARAGE M `NDOOR 9' CLG 5`00 - CONCRETE L'7 PROVIDE 5/8' BALLOON 9' CLG TYPE 'X' GYP. BRD. AME AT - CARPET a GARAGE CLG r STAIRS I — �� SEE SHEET 01 FOR 3 -GAR GARAGE OPT r2'� I-- – 3030 gTA1R8 UP ,q —FUR OUT HEADER W/FLAT 2X- -_-----_ - FIXED CARPEL ' BLK'G TO ENSURE GARAGE I n / CF. DOOR TRACKING HAS / fl ADEQUATE BACKING. VERIFY 1 CEILING LINE �� 4 6-; CF./ TRACK LOCATION PRIOR TO ABOVE ENT j MSTALLATION CLG PWD TILE`j€j 9 VINYL r E� ' i _ _ -_ OVERHEAD 2 4 1- wnG 3068 - t - SEE SHEET OI FOR 3 -GAR GARAGE OPT. 9'-3 -4' I 2'-2- 2'-6' 4' 8' 10'-6' 19'-6' 30'-0' .. MAIN LEVEL FLOOR PLAN 5CALE: 1/4' = T-0' (24 X 36 SHEET) 0 2 4' 8' 10' 5CALE: 1/8' = 1'-0' (11 X Il SHEET) DESCRIPTION SYMBOLS LEGEND MAIN LEVEL 155 50. FT. - HIDDEN LINES INDICATE OPTIONAL FLANS uvgmre; mac. �mx�mii»a�ac�srwss �vaaaRnn 10 S'' 2464 SW GLAC" N- PF10FE 541FAX 541-548-0761 • I REVI�• • • • CURRENT AS OF 101091 HEIGHTS AT MT GATE HS 5 FLOOR PLANS �E CS A3 UPPER LEVEL 1191 50_ FT. TOTAL 1916 50. FT. ^� 2.6 FRAME WALL W/ STUDS 2.4 FRAME WALL W/ STUDS BEDROOMS 3 BATHS 25 m KITCHEN CABINET WALL ®16' OG. --'-1 INTERIOR BEARING WALL INDICATION. GARAGE 398 SO. FT. ROUGH FRAMED OPENINGS: T1ARCH HALLWAY OPENINGS: GARAGE 3 -1 -AR OPT. 614 SO. FT- W BLOCK INDICATION BI -FOLD: 82' X 61' FRAME CENTER OF ARCH I -I!1' BI -PASS: 831/4'X DOOR SIZE HELOW WINDOW HDR HEIGHT. COVERED PORCHES 118 SO. FT_ SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION 2nd LEVEL DECK 8050. FT. 0 3'0 PIPE BOLLARD DR TO BE TIGHT TO TOP PLA -- _ .. CF. CL. CHANGE IN FLOOR CHANGE IN CEILING LINE uvgmre; mac. �mx�mii»a�ac�srwss �vaaaRnn 10 S'' 2464 SW GLAC" N- PF10FE 541FAX 541-548-0761 • I REVI�• • • • CURRENT AS OF 101091 HEIGHTS AT MT GATE HS 5 FLOOR PLANS �E CS A3 FOOTING SCHEDULE SYM- FOOTING SIZE IDEPT14 Fw"0;2CMENT AO 2'-0' X 1'-0' 10' (3) •4 EACH WAY r--; 2'-6' x 2'-'0' 10' (31'4 EACH WAY CO 3'-0' x 3'-0' 10' (4) •4 EACH WAY O3'-6' X 3'-6' 12' (5) •4 EACH WAY I REINFORCEMENT 3' CLR. FROM BOTTOM AND SIDES - TYPICAL NOT ALL FOOTINGS SHOWN ON THIS SCHEDULE ARE CALLED OUT ON PLAN 5''1-1BOL5 LEC;END - HIDDEN LINES INDICATE OPTIONAL PLANS - - - - - 6•x74• GONG. FOUNDATION ON R'z8' MIN. CONC_ FOOTING. (2) •4X CONT. AS DETAILED. I FLDOR SYSTEM (R40311 a TABLE 4031, SEE DETAIL SHEET) r--; 8'x24' TYP. COMIC. FOUNDATION ON 16'x8' MIN. 3/4' T<G WAFERBRD CONC. FOOTING. (2)'4X CONT. A5 DETAILED. - - - - (R403.1.1 4 TABLE 4031, SEE DETAIL SHEET) - - - - 2.4 CRIB WALL W/ STUDS PER JOIST LAYOUT OVER 9-I/2' ENGR_ I -JOIST ON 12'x8' CONTINUOUS GONG- FOOTING I W/ (1) •4X CONT AS DETAILED - _OR_ 192' OC_ LINO 2x6CRIB WALL W/ STUDS PER JOIST LAYOUT I ON16'xB' CONTINUOUS CONC_ FOOTING - BUILD TO UNDERSIDE OF FLOOR TYPICAL. W1 (1)'4X CONT AS DETAILED k JOIST HANGER Co, 3.0 PIPE BOLLARD ® BEAM o GIRDER SUPPORT POST - - - - - - - - - - - - - - - - - - - - - - FLOOt2 SYSTEM I FLDOR SYSTEM 3/4' TQ G WAFERBRD _ I I�--.---_---.---.--- 3/4' T<G WAFERBRD I IQ I _ OVER 9-I/2' ENGR_ I -JOIST I 13 -- - I 192' OC_ LINO ----_ I I— _—._.—.—.—.---------_--- IU X ml I 2 ... � I ��eY CANTILEVER JOISTS J _ - _ _ - PROVIDE BREAK IN - CRIB WALL a FTG I Iry ,LII-• I A5 LAYOUT ALLOWS -WHERE SHOWN TTP, r I -I NOTE: ' -O't OPTIONAL CANTILEVER �-FIREPLACE FLOORING '-0. SYSTEM ADDED FOR STEPPED FOUNDATIONS_ Oi=T-CANTILEVEi�—FIiZEPLACE mi 'L m 5CALE- 114 = 1'-0' (24 X 36 SHEET) SCALE- I/g' = I'-0- (II X IT SHEET) 8'xlb'x8' 51-RN'D VENTS— W/ ADJ. DAMPERS e LOCATIONS 5H011N. PER 51TE CONDITION5, SEE DETAIL 5/01 FOR STEPPED FOUNDATION WALL AS NEEDED SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION s d -DEGG/PATIO AS ePRr_ 4' CONC. 5LAB ON 6x6 WD_ POST COMP- GRANULAR ON APPROVED FILL SLOPE MIN. 1% POST BASE FROM HOUSE. THICKEN SLAB ® PERIMETER - VERIFY PRIOR TO POUR �I _ A 30'-0' _2 .. -b.6 WD. POST CN APPROVED i, P05T BASE F I� L J START POINT I. -J �1 '; L 4x4 WD. POST ENTRY F�ORGH ON APPROVED POST BASE 4' CON G SLAB ON COMP. GRANULAR FILL -SL PEMIN_ I% FROM HOUSE, THICKEN SLAB a PERIMETER COMP. GRANULAR -4x4 WD. P05T FILL SLOPE MIN. 15% ON APPROVED FROM HOUSE P05T BASE 30' -0' 19'-6' �OUNI�ATION—FND- �RAMINC� 'A 'S m SCALE: 114' = 1'-0' (24 X 36 SHEET) 5CALE+ 1/8' = 1'-0' (II X 11 SHEET) r.ar�x uK �E er-S an�mu .rf�cae renew_ m.� OA 2464 SW GAGER FL REOAIOND M97756 RIE 54}923-660-� FAX S41-546-0751 � 2 I REVISIOFI�► • • • CU&IIENT AS OF 1MOn FOUNDATION PLAN SEE CS A4 i I FLDOR SYSTEM 3/4' TQ G WAFERBRD _ I I�--.---_---.---.--- - OVER 9-1/2' ENGR. I-JO15T5 a. I 13 - m 192' O.C. UND_ . I I�—_-----.-_-----.- - ml I I LIJ� t'o � I I -.-.-------- --� '1- Q .-.0 ----- - -. Wil I -- I -4, -PROVIDE _ BREAK I JJ_ _ DPT G I CRIB WALL 4 FTG CAI`iTILEVERI I WHERE SHOWN T © -- .T015T HANGERS j A5 REOUIRED 1- _- - 1. BY 517E i cONDITON5' _ _. BLOCKING UNDER. .�-'i------_---_-.---_--- ' _ - 4.-4' - BEARING WALL PER I I I r IJ015lj--AYOUT/-� __---_-.---.... .... .. -.•- _-__ ___—y_--==—_ --�- _ _ _ __ y 18'x30' MN. - I I 3 CRAWL ACCESS JOIST I �� I I DJUST2X4 I- CRIB I I V LAYOUT AS WAtt' WMOISTS- I j NEEDED _ I BLK'G UNDER I "I u WALL s { _ ABOVE I� BLOCK OUT STEM - rWALL L ---- I Z FOR DOOR f G.I i1 ..... _. VERIFY PRIOR OF, I = TO POUR_ e I -0-- _ 1 e I --t a A = _ - 0-- I Ix EXP. JOINTS WHERE SHOWN sI I ii0 At PERIMETER I I C7ARA 0 - I O 4' CONC. SLAB ON I I O' m n COMPACTED GRANULAR I -i FILL. SLOPE MIN. 1 % TO I ON. DOOR I SEE SHEET OI FOR 3 -GAR GARAGE OPT. I I I I I LO ONT. FTG AS BOND BM. / .1 •4 I I W/ (2) B�R5 CONT.��/J I I _ L Z J_ J _- DEPRE95 DRIVEWAY HOLDOUN 1/2' s GARAGE DOOR e • PER v SHEET f C.OiNG_DRIyE O — r } ® � O (per 61te plan) I. -J �1 '; L 4x4 WD. POST ENTRY F�ORGH ON APPROVED POST BASE 4' CON G SLAB ON COMP. GRANULAR FILL -SL PEMIN_ I% FROM HOUSE, THICKEN SLAB a PERIMETER COMP. GRANULAR -4x4 WD. P05T FILL SLOPE MIN. 15% ON APPROVED FROM HOUSE P05T BASE 30' -0' 19'-6' �OUNI�ATION—FND- �RAMINC� 'A 'S m SCALE: 114' = 1'-0' (24 X 36 SHEET) 5CALE+ 1/8' = 1'-0' (II X 11 SHEET) r.ar�x uK �E er-S an�mu .rf�cae renew_ m.� OA 2464 SW GAGER FL REOAIOND M97756 RIE 54}923-660-� FAX S41-546-0751 � 2 I REVISIOFI�► • • • CU&IIENT AS OF 1MOn FOUNDATION PLAN SEE CS A4 i NAND FRAME 2X ROOF FOR FP OPTION 8 v If d I -0' 11, F� 4x6 WD_ 5M. Tr- - - - ;� I __II.. Ili I .I PE. MONO tRu�sEO ®241;Oc. iL.11 CLIPPED GABLE END SSy n rr7 II II 6/12-) C-6/12 LJ I if rl--- -- --- --- — — -- RouGH� If I I ATTIC � I � eaccESs. I I I _-___,� -. ------fir ---- MECH CHASE--�I ----------------- -------------- ----FURNACE ------- ----- FURNACE PLATFOFZM I' ABOVE LOCAL_ INSULATION REGlUIREi'IEIJTS SEE DETAIL 01 I I l I I C -I i `mss I I II I I IL I I I I1 GABLEE RLISS T T :� II �E. MCINO TRUSSES le 21--c- 4-: 4' dC I ` -__ __- ice__-�_ tx6- Y--4'iUCIBM 4x6 -WD F b/12 I ISTART POINT NOTE: MNIMIHM OF 8 SO_ FT - OF ROOF VENTILATION FOR HOUSE JV v GABLE END TRT56- ENCT RT5 c 155 J'-3 12' Rood FRAMING SCALE: 1/4' - P-0' (24 X 36 SHEET) 0 2' 4' S 10' SYMBOLS LEGEND SCALE: I/S' = I'-0' (II X Il SHEET) —— _._ E_ Wa INTERIOR BEARING WALL INDICATION - 19 BLOCK INDICATION L APPROVED J015T/Tt3156 HANGER APPROVED BEAP1/GIRDER HANGER SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION b L RAFTER TIE DCUN �A- 2R DMOpN�pp, OOR 9 56 PHONE 541-923-0 FAX 541-54&-07 ^EYwcis" • • 7i CURRENT AS OF 101011 HEIGHTS AT MT GATE HS 5 ROOF FRAMING PLAN SEE CS FA6: I SEC®ND LEVImL LIC- H ITNG SCALE= 1/4- = 1'-0' !2d X 36 SHEET) SCALE: I/H' = I' -m' !II X Il SHEET) LIGHTING, SOUND WALL INSULATION, AUDIO LOCATIONS. COVERED PATIO/DGCK O -T .T W n NDOOR OST JN . SWITCHES e IGNITION SOURCE TO BE I'-6' AFF. TYP, HALL- WAY ALL GARAGE e-� STAND I w:n,NDoe2- - ecLa=-�reD JI' r' -141N LEVEL LIC3HTINC3 SCALE- I/4' = I'-0' (24 X 36 SHEET) 0 2' 4' a' 10' SCALE: I/B' = 1'-0' (II X Il SHEET) AUDIO SYSTEM C 12' MEDIA PANEL 6 COVER 1, I SOURCE, 6 ZONE A -BUS MODULE FOR SOUND 3 LINE OUTPUT TO CAT 5 CONVERTER (4) IG OF SMURF TUBE FOR FUTURE CABLING I LOCAL SOURCE INPUT Apes DEVICE N OR NEAR KITCHEN j I VOLUME CONTROL l') 2 SPEAKERS IN MAIN GREAT AREA uaeraV�mwm�rq we>�u"f mrwa�m�ow"— �ma�n� E RT SW GLACIER PL R®MCND OR 9X56 PHONE 541-923-660 FAX 541-548-0751 /N��;SYMBOLS LEG EN D CURRENT AS OF 10M W SVITCH OUTLET ue- HOSE Be ,61- SWITCH GASB® THREE-WAY SWITCH LIGI-RFAN o DIMMER SWITCH WI DIMMER FLUORESCENT LIGHT FIXTURE CONTROL (SG-IITL X " V4'W X f, 11TH THREE-WAY DI MIER SWITCH 0 FLUORESCENT LIGHT FIXTURE (50-IITL X 1TW X 6-1WHI LIGHT FIXTURE SMOKE DETECTOR MAIN LEVEL - RECESSED CAN LIGHT FIXTURE �j PHONE CUTLET LIGHTING /MIS C EXHAUST FAN PLANS CJ TELEVISION (CABLE OITLETgl ELECTRICAL PAIS ® LOW VOLTAGE COMMUNICATIONS PANEL SEE ONLY DIE SOUNDD UJ WALL INSULATION I' DIS GREAT ROOM H_ 3 ' 1T4 a J I � J KITCHEN I"IECHANICAL O -T .T W n NDOOR OST JN . SWITCHES e IGNITION SOURCE TO BE I'-6' AFF. TYP, HALL- WAY ALL GARAGE e-� STAND I w:n,NDoe2- - ecLa=-�reD JI' r' -141N LEVEL LIC3HTINC3 SCALE- I/4' = I'-0' (24 X 36 SHEET) 0 2' 4' a' 10' SCALE: I/B' = 1'-0' (II X Il SHEET) AUDIO SYSTEM C 12' MEDIA PANEL 6 COVER 1, I SOURCE, 6 ZONE A -BUS MODULE FOR SOUND 3 LINE OUTPUT TO CAT 5 CONVERTER (4) IG OF SMURF TUBE FOR FUTURE CABLING I LOCAL SOURCE INPUT Apes DEVICE N OR NEAR KITCHEN j I VOLUME CONTROL l') 2 SPEAKERS IN MAIN GREAT AREA uaeraV�mwm�rq we>�u"f mrwa�m�ow"— �ma�n� E RT SW GLACIER PL R®MCND OR 9X56 PHONE 541-923-660 FAX 541-548-0751 /N��;SYMBOLS LEG EN D CURRENT AS OF 10M W SVITCH OUTLET ue- HOSE Be ,61- SWITCH GASB® THREE-WAY SWITCH LIGI-RFAN o DIMMER SWITCH WI DIMMER FLUORESCENT LIGHT FIXTURE CONTROL (SG-IITL X " V4'W X f, 11TH THREE-WAY DI MIER SWITCH 0 FLUORESCENT LIGHT FIXTURE (50-IITL X 1TW X 6-1WHI LIGHT FIXTURE SMOKE DETECTOR MAIN LEVEL - RECESSED CAN LIGHT FIXTURE �j PHONE CUTLET LIGHTING /MIS C EXHAUST FAN PLANS CJ TELEVISION (CABLE OITLETgl ELECTRICAL PAIS ® LOW VOLTAGE COMMUNICATIONS PANEL SEE ONLY DIE SOUNDD UJ WALL INSULATION BRACING RE UIREMTMENTS (BASED ON CATEGORY DO/D1) 1 st STORY OF 2 TABLE 160210/2 (2) WALL iUALi-_= -ETNOD METHOD: BRACE 1, INE +F! -,1 -IT L-- --5- LENGTH 0009 • • • • • 00.90• • •60046 3 CAR 9' 30'-0' 135 115 12'-0' 40'-0' 180 15.3 20'-0' 30'-0' 135II5 (SEE CS DETAIL) 15EE C5 -PF 3 CAR DETAIL) 1.. 153 20'-0' i CAR 02 9' 19'-6' 9ID ll 72'-0' 3 CAR STRUCTURAL NOTES PRESCRIPTIVE WALL BRACING -FOR AR- AS W11H WINDS AT OR BELOW 85 MPH PER TABLE R6071012(U or SEISMIC DE91GN CATEGOL$1' DI- R TABLE 8602.1012/2). 5EE CHAETS 4 FLOOR PLAN LAYOUT ON SI"1EETS 51 4 51 FOR �OUIRED WAN_ - OtZACING- 1 IUOOD STRJCTURAL PANEL /CONTINUOUS SHEATHING -- G5 � MILL ?¢' WOOD STFaJC. SHEATHING ON Ib' OC. SPACED STUDS. W NAILING: 6d COMMON 2 1!1'x113' HOT DIPPED -"—"- GALvANIZED e 6' OC. ALL EDGES 4 12' OC. IN FIELD CS a NA ! bd GWOOD &d C SHEATHING ON I6' OC_ SPACED STUDS. NAILED wO"AiOIN 2 1/2'x' HOT DIPPED GALVANIZED ® 6' OC. EDGES .113 a 12' OC -FIELD. IRC CHPT b, SECTION 8602.10 4 TABLE 86023 (31 TYP. PALL LEW TH 48'. 5 {STA- 1602103 F A A 1 FIFG INTERMITTENT PORTAL FRAME AT GARAGE PER IRC 1 _ CHAPTER 6 SECTION 8602103.4. 4 FIGURE 8602.103.4. NAILED w/ 8d (2 1/2'x131') RINGSHANK SINGLE ROW a 3- OC- SEE DETAIL ON D SHEET WHEN REQUIRED. H INTERMITTENT PORTAL FRAMED PANEL PER IRC CHAPTER 6 SECTION R602J033- NAILED w/ 86 (2 1/2'x131') RIWSHAW SINGLE ROW a 3' OC. 4 3 - GRID PATTERN a HEADER SEE FIGURE P602JO33 ON D SHEET WHEN tv'EOUIRED. MIN. REQUIRED PANEL LENGTH BASED ON TABLE CS R602.103. NAILED w/ bd COMMON (2 1/2'xJI3' HOT DIPPED GALVANIZED) a 6' O.C. EDGES 4 12' OC FIELD- SEE 5 SHEET LAYOUT. EXTERIOR CORNERS TO BE iNSTALLED PER CORNER DETAIL ON D SHEETS. CONTINUOUS SHEATHING FRAME AT GARAGE SUPPORTING GARAGE ROOF ONLY. NAILED w/ 0,1 COMMON (2 1/2'x113' HOT DIPPED GALvANIZED) ® 6- OLEDGES 4 12' O.G. FIELD. PER IRC CHAPTER 6 5ECTION 8602.1041.1. CS -PF CONTINUOUS PORTAL FRAME PER IRC CHAPTER 6 J SECTION R602.10AJ1. 4 FIGURE R602JOA11 NAIL W/8d (2 1/2'X 131), 2 ROWS ®3' OC_ MAX LENGTH 6:1 RATIO (IE_ 16' FOR 8' HEIGHT WALL) PROVIDE 1000• STRAP EA SIDE FOR 9' OPENING 4 1650• STRAP EA SIDE FOR I6OPENING. C A TERNATE BRACE WALL PER SECTION 86021032. '� OC. TABLE 31 FIGURE 86021032_ NAILED d w/ 8 C2 1/2'x.131') RINH G5ANK SINGLE ROW s 3- SEE DETAIL SHEET WHEN CALLED OUT. MTERIOR BRACE PANEL: MIN.Yl GYPSUM BOARD ON 24' OC- STUD 5PACING. MIN. 48' WHEN INSTALLED BOTH SIDES MIN. 96' WHEN I145TALLED TO ONE FACE OF A WALL. ATTACHMENTS: SCREW OR NAIL - l' O.C. ALL EDGES INCLUDING TOP 4 BOTTOM PLATES PER TABLE R6023(1) 4 TABLE 810235. ENGINEERED DESIGNED SHEAR WALL WITH SHEATHING ". PER SCHEDULE O AND HOLD DOWNS AS NOTED 0 STRUCTURAL DETAILS AS FOUND IN CALCULATION PACKAGE. A2 I I:V' .^.• S"RSP MAIN FLOOR BHEARLJALL FILAN SCALE: 1/4' = F-0' (24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: I/8' : I'-0' (II X 11 SHEET) 2464 SW GLACIER PL REDMOND. DR 97756 PN: 541-9236607 F. S41-548-0761 u v �RE_VISbita e CURREW AS OF 101MI } SB4MC 7>�E DO/Dl PRESCRIPTIVE WALL BRACING SEE CS si LLJ LL. Z ,0^ Q V I WV9`y/ V 0009 • • • • • 00.90• • •60046 u v �RE_VISbita e CURREW AS OF 101MI } SB4MC 7>�E DO/Dl PRESCRIPTIVE WALL BRACING SEE CS si RACING REQUIREMTMENTS (BASED ON CATEGORY DO/D1) 2ND STORY OF 2 TABLE R602J0I2 (2) WALL WALL BRACED METHOD METHOD. LINE HEIGHT WALL LINE WSP CS- BRACE LENGTH LENGTH /^- 1 / b0 5.1 �/-0' BID 68 12'-0' C1 8 30'-0' bfd 51 9'-0' STRUCTURAL NOTES PRESCRIPTIVE WALL BRACIIV[t, Fp& AREA5 WITH WINDS AT OR BELOW S5 MPH PER TAE,_E R602J0.12(U — SEISMIC DESIGN CATEGORY DI PES TABLE R602J0J2I2)- SEE CHARTS 4 FL3 O2 PLAN LAYOUT ON SHEETS 51 4 52 FOR REQUIRED WALL BRACING - WOOD STrsuCTUR.4t ugryc / COPITIM1O15 SHEATHING UISP CS MIN' WOOD STRIJC. SHEATHING ON 16' OL. SPACED uISP STUDS. NAILING: 6d COMMON 2 12'x113' HOT DIPPED -'— -' GALVANIZED ®b' OL- ALL EDGES 4 12'0r-. IN FIELD CS 1(E' WOOD 5TRUC. SHEATHING CN I6° OL. SPACED STUDS. NAILED w/ bd C4OI`r1CN 2 12'x.113' HOT DIPPED GALVANIZED a b' OC EDGES 4 12' OC- FIELD. IRC CHPT b, SECTION RbO2JO t TABLE 86023 (3) TYP. �ANE1 LEEN63TH 48'- SEE TABLE 8602.103 uXaPl FOR BRACING VALUE�S/F�{' t 42' PANELS. PFG INTERMITTENT PORTAL FRAME AT GARAGE PER IRC CHAPTER 6 SECTION 86021034- 4 FIGURE R602103.4. NAILED w7 ""(2 12'x33l') RNG5HANK SINGLE ROW ® 3' OL, SEE DETAIL ON D SHEET UA -EN REQUIRED. PFH INTERMITTENT PORTAL FRAMED PANEL PER IRC CHAPTER.6 SECTION F26021033 NAILED w/ sd (2 12'x.131') RING5HANK 5114GLE ROW s 3° OL. 4 3' GRID PATTEFd4 s 14EADER SEE FIGURE R602J033 ON D SHEET WHEN REQUIRED_ ❑111,1 REOUIRED PANEL LENGTH BASED ON TABLE CS 8602103. NAILED w/ 61J COMMON (2 12'x113' HOT DIPPED GALVANIZED) a 6' OL. EDGES 4 12' OL. FIELD- SEE 5 SHEET LAYOUT. EXTERIOR CO HERS TO BE INSTALLED PER CORNER DETAIL ON D SHEETS. CSG , CONTINUOUS SHEATHING FRAME AT GARAGE SUPPORTING GAR?GE ROOF ONLr, NAILED w/ 6d COMMON (2 12'x.113' HOT DIPPED GALVANIZED) ® 6' OL -EDGES 4 12' OL. FIELD. PER IRC CHAPTER 6 SECTION R602JO_413_ CS -PF CONTINUOUS PORTAL FRAME PER IRC CHAPTER 6 �J SECTION Rb02J0.4JJ, 4 FIGURE R602JO-41.1 NAIL W/8d (2 12'X7311, 2 ROWS 03OL_ MAX LENGTH 6:1 RATIO (IE. 16' FOR 8' HEIGHT WALL) PROVIDE 1000• STRAP E4 SIDE FOR 9' OPENMG 41650' STRAP EA SIDE FOR I6' OPENING. ALTEQNATE BRACE WALL PER SECTION 86021032, O -C. TAESLE 8602.103 4 FIGURE 86021032 NAILED w/ Sd (2 12'x.131') RR4GSHANK SINGLE ROU o 3' SEE DETAIL SHEET WHEN CALLED OJT. INT�RIOR BRAGE PANEL- MIN_Yj' GYP5lJM BOARD ON 24' O.C. STUD SPACING. MIN. 48' WHEN IN BOTH SIDES MIN. 96' WHEN INSTALLED TO ONE FACE OF A WALL. ATTACHMENTS: SCREW OR NAIL ® l' OC. ALL EDGES INCLUDING TOP 4 BOTTOM PLATES PER TABLE R6023(I) 4 TABLE 810235. D51ll ENGINEERED DESIGNED SHEAR WALL WITH SHEATHING PER SCHEDULE O AND HOLD DOWNS AS NOTED OST—TUBAL DETAILS AS FOUND IN CALCULATION PACKAGE. UPPER ;=L®®R 6HEARWALL PLAN 5GALE: 114' 1'-0' (24 X 36 5HEET) 0 2' 4' 8' 10' SCALE: 1/8' = 1'-0' (11 X 11 ET) YP 21641W GLACIER PL REDMOND. OR 97756 PH. 541-923-6607 E.541-54"761 •• w bTanD • ♦A•••• O • • FItYISKJIVS-� 4,, w CD 2 CURRENT AS CIF KIM SB611C 714 DO/D� PRESCRIPTIVE WALL BRACING SE.., VIII $2 I PRE -MANUFACTURED - COMMON TRU55 s 24' L GABE OC- PER PLAN \ CONDI CONDITION 6 2 4' BLOCKING PER FURNACE MANUFACTURER y - INSTALLATION REOUIREMENTS` f BLOCKING �` PLAN FOR ROOF TRUSS LAYOUT / !\ v CENTRAL FURNACE CLEARANCES SHALL BE PROVIDED IN ACCORDANCE 1 WITH THE LISTING AND THE MANUFACTURER j INSTALLATION REQUIREMENTS - -FURNACE PLATFORM 3/4' PLYWOOD SHEATHING I' ABOVE LOCAL INSULATION REQUIREMENTS 2x4 PLATFORM SUPPORT 1.4 g 24O.C. BEARING ON BOTTOM TRUSS CHORD 1URNAGE PLATFORM DETAIL SCALE: I/4' I' PE, TRU55E5 TRJ55ES PER TRUSS LAYOUT SCRN DIVE TED FULL NT 2x6 BEVELED BLOCKING SC: 1N'D/vENTED 5OFF.T OPT 6x22 GA FLASHING RAIN GUTTER WHERE REQ'D FASCIA -- AS SPEC DE SIDING AS - 5PEC'D WATER BARRIER AS SPEC'D 2. BOLE to SILL SEALER UNDER 2. PT. MUD SILL PLATE WASHER A MIN. OF 0_229'x3',3' INSTALLED BETWEEN FND 4 51LL PLATE 4 NUT R6021!1 (D ZONE ONLY) 12' DIA. ANCHOR BOLT5—., 0'- O.G, T' INTO FIND- `nN a NOTT MORE THAN I'-0' FROM END OF^_ PLATE SECTION 3/4' PLYWOOD 2.4 SUPPORTS TO TRUSS TRUSS BOTTO PRE -!MANUFACTURED COMMCN TRUSS PER PLAN 4' BLOCKING PER FURNACE MANUFACTURER INSTALLATION REQUIREMENTS 3/4' PLYWOOD SHEATHING 2x4 SUPPORTS NAILED TO TRUSS TRJ55 BOTTOM CHORD �` ! ►T HVAC PRE-ENGINEERED-" CONDI IO GABLE CONDITION NOTE: 5CRN'DNENTED SEE ROOF FRAMING BLOCKING PLAN FOR ROOF OR \ PITCH CALLOUT5 SCRN'D/VENTED- SOFFIT - ROOF MEMBRANE TO - NOTE: BE ASPHALT SHINGLES OPTIONAL 0.22 SEE ROOF FRAMING OVER 15• ROOF FELT GA. FLASHING PLAN FOR ROOF OVER PLYUD SWEATING _ AITCH GALLOIITS WI4E GUTTER \1 "1 INSULATION PER U11ERE REO') LOCAL CODES FASCIA —_ -- AS SPEG'D DBL 2. TOP r£ 2x6 STUDS —FLOOR SYS T_ AS SPEC'D BY PLAN ROOF AS SPEC') _ �—ENGINEERED RIM BRD PERL FLOOR/PERIMETERINSUL PER LOCAL CODE I - 5/8' TYPE X GYP_ BOARD) TO GARAGE CEILING WHEN TYPE X GYP BD. LIVING SPACE ABOVE DBL. 2. TOP IE ------- r IN5UL 4 DRYWALL AS 5PEC'D PRE-ENGINEERED TRU55E5 PER TRU55 2x6 STUDS LAYOUT I! _ 4' CONIC- SLAB ON 4' 112' GYP. BOARD TO -COM ACTED GRANULAR GARAGE WALL e FILL- I' EXP. JOINTS FIREWALL e PERIMETER 4' GONG SLAB ON 4' COMPACTED GRANULAR I (SEISMIC D ONLY) (1) FILL- 1' EXP_ JOINTS •4 REBAR VERTICAL ® PERIMETER BELOWF-ROSY a 4' oc. DEPTH. CHECK LOCAL CODES. arx PERIMETER DRAIN PER- LOCAL ER-LOCAL CODES/ IL CONDITIONS (I) HORIZ. BAR WITHIN 12' OF — TOP OF 5TEMWALL 4 (I) HORIZ. BAR 3'-4' FROM BOTTOM OF FOOTING, AS REOD 2 GENERAL CsARAC�E . uJALL SECT I®N SCALE= 1/2'=1'-0' (24x36 SHEET) SCALE: I/4'=1'-0' (11 x IT SHEET) (SEISMIC D ONLr) (U'4 REBAR VERTICAL ® 4' oc _ J HORIZJVERT. ---' REINFORCEMENT A5 REQ') 2x4 5UPPORT5 NAILED TO BOTTOM I� CHORD r ROOFING AS 5PEC'D ,—PRE-ENGINEERED TRUSSES PER TRUSS LAYOUT — NNI-LATION PER LOCAL CODES --�-DBL. TOP fE --I2' GYP. BOARD WALL INSULATION PER LOCAL CODES 2x SILL 2 MIN. PLATESPLICE _A b d 6 T d FTG. SECTION 'A' - .- WHERE FOOTING SECTION 'A' IS MORE THAN 8' PROVIDE METAL TIE 16go xIS'x4' MIN. EA. SIDE OF SPLICE m/ 8-16d COMMON NAILS (2) 2x PLATE nn— 2x CRIPPLE STUD WALL 6. ' 5TEPPED CONCRETE -�.._.. FOOTING . STEPPED FOUN AT f ON_ .__U/J��14/�LpL� 5CALE= I2'=I'-0' (24X36 SHEET) (EE V4.Wl.�VIGs) SCALE- 1/4'=1'-0' (11XIT SHEET) PRE-ENGINEERED ROOF MEMBRANE TO BE ASPHALT L GABE SHINGLES, OVER IS• ROOF FELT, CONDI CONDITION OVER PLYWOOD SHEATHING. BCRN'D/VENTED Fl1LL H2X6 BEVELED 2XBEVELED NOTE: SEE ROOF FRAMING "—PRE-ENGINEERED TRUSSES PER ' BLOCKING �` PLAN FOR ROOF TRUSS LAYOUT / !\ PITCH CALLOUTS BAFFLE SCRN'D/VENTED 1_, SOFFIT INSULATION PER LOCAL CODES OPTIONAL 6.22 GA. FLASHING Y - - - DBL- TOP E — RAINGUTTER—•-_ - WHERE REQ'D- - �- IR' GTP. BOARD FASCIA _-- - _ ---WALL N5ULATION PER AS SPEC'D ~ - LOCAL CODES --2x6 STUDS ' X1/2' PARTICLE BOARD BENEATH UNDEP(VINYL FLOORING (VINYL FLOORING ONLY) —1/4' CEMENT BO (TILE ONLY) i 3/4' TAG PLY, OR EQUAL FLOOR 5HEATING SIDING AS ��FLOOR FRAMING AS SPEC') SPEC'D BY PLAN WATER BARRIER AS SPEC'D 12' GYP BOARD J DOUBLE TOP PLATE f� WALL INBULATION PER LOCAL CODES — 2x STUDS �- 12' GYP- BOARD JOIST HARDWARE AS SPEC') WALL INSULATION PER 2x BOLE IE 12' PARTICLE BOARD LOCAL CODES UNDERLAYMENT BENEATH 2 x 6 STUDS 51LL SEALER UNDER (VINYL FLOORING ONLY) X— JOIST HARDWARE AS SFEC'D 2, P.T. MUD) SILL I/4' CEMENT BD (TILE ONLY) PARTICLE BOARD PLATE WASHER AMIN. / 3/4' TeG PLT, OR EQUAL �- �UNDERLATMENT BENE ATN 0_229',3'x3' INSTALLED i' - FLOOR 5HEATING ` (VINYL FLOORING ONLTJ BETWEEN FIND < SILL PLAT / / 4 NUT 8602.11.1 (D ZONE ONLY) �� —FLOOR FRAMING AS SPEC'D I/4' CEMENT 8D (TILE ONLY) f% 12' DIAANCHOR BOLTS BY PLAN 3/4' T46 PLY, OR EQUAL - -- FLOOR 5HEATING 6'-0' 0c, T' INTO END_ / f ,FLOOR IN5ULATION PER LOCAL CITY NOT MORE THAN F-0' - CODE (LATHE OR WIRE 5UPPORTI FLOOR FRAMING AS SPEC'D FROM END OF BY PAN PLATE LSECTION2x CRIB WALL W/ STUDS INLINE ON GONG_ ETC- PER FOUNDATION PLAN FLOOR INSULATION PER LOCAL - - CODE (LATHE OR WIIRE SUPPORT) -- _ 6 MIL BL AGK R. LAP HE ENE RAP (SEISMIC D) (U'4 REBAR / GROUND COVER, LAP 4 WRAP VERTICAL - 4' of - UP I'-0' MIN_ BELOW FROST _ - COMPACTED OR UNDISTURBED 6 MIL BLACK POLYETHELENE DEPTH. CHECK EARTH. GRADE TO DRAIN. LOCAL CODES - GROUND COVER, LAP d WRAP i UP I'-0' MIN. PERIMETER DRAIN PER LOCAL DRAIN PER �/ DAMPNJATER PROOFING PER CODE Y - COMPACTED E T UNDISTURBED CONDITIONS \ EARTH. GRADE TO DRAIN. 1 OPTIONAL CRAWL SPACE DRAIN (1) WORIZ- BAR WITWIN 12' OF nm wx TO RWL a BACK OF WALL PER TOP OF 5TEMWALL BAR 3'-4' FROM B4 (1) HORIZ. LOCAL CODES- TOP OF GENERAL FIREWALL SECTION FOOTING. AS REQ') sC�ENER,4L UUALL VECTION SCALE= I2'=1'-0' (24 x 36 SHEET) SCALE= /4' 0' (II x Il SHEETI SCALE: 12'=1'-0' (24 x 36 SHEET) SCALE- I/4'=1'-0' (1) X 11 SHEET) ax9�e Y4bim94l RST, Mr 0 2464 SlN PLACER PL rEDuor.D oR sns6 PHONE 541929.660 FA%.1S .I. CURFENT AS OF 089111 BUILDING SECTIONS SEE CS Dl MINIMUM 241x. WOOD LL ORIENTATION OF STUD PER STRUCTURAL PANEL OR 32ix. 'FIGURE R602301 STRUCTURAL FIBERBOARD SHEATHING CORNER RETURNI 3'.J31 NAILS a 12' OL. it GYPSUM WALLBOARD AS REQUIRED AND INSTALLED IN ACCORDANCE WITH CHPT 'I CONTINUCU5 WOOD OPTIONAL NON STRUCTURAL PANEL STURCTURAL BRACED WALL LINE FILLER PANEL ` If 2-3/9'x113 NAIL c b' ac. EDGES 2-318- J13 NAIL x 12' oz _ SUPPORTS FA5TENMG F'ER TABLE R6023(3) (a) OUTSIDE CORNER DETAIL ORIENTATION OF STUD PER FIGURE R60230) GYPSUM WALLBOARD AS REQUIRED AND INSTALLED IN \ ACCORDANCE WITH CHPT T CONTINUOUS WOOD (2) 3'.J31 NAILS A p' OG. STRUCTURAL PANEL OR STRUCTURAL FIBERBOARD BRACED WALL LINE MINIMUM 2411 WOOD 2-38'x.113 NAIL x b' — E06ES STRUCTURAL PANEL OR 32i, d 2-3/8'x.113 NAIL A 12' oz- 5UF'PORT5 STRUCTURAL FIBERBOARD FASTENING PER TABLE 86023(31 SHEATHING CORNER RETURN (bl INSIDE CORNER DETAIL MINIEU'M 24tx. UJOOD GYP5UWALLBOARD AS STRUCTURAL PANEL OR 321x. RE'M QUIRED AND INSTALLED IN 5TRUCTURAL FIBERBOARD ACCORDANCE WITH CHPT l SHEATHING (BOTH 17 C 5 e CORNERS) 3'x131 NAILS (2J ROIIIb E 16' OC_ CONTINUOUS WOOD OPTIONAL BLKG. FOR , 2-38'x113 NAILoc EDGE5 STRUCTURAL PANEL OR .i 2-3/8'x,13 NAIL 0 12' oc. SUPPORTS STRUCTURAL FIBERBOARD 6YP5U M WALBOARD \ FASTENING PER TABLE R M0 31 BRACED WALL LINE 1 OPTIONAL NON STURCTURAL FILLER PANEL T.F. ON BOTH STUDS 0 EA. PANEL EDGE (Q) GARAGE DOOR CORNER CORNER FRAMING FOR CONT_ SHEATH INCx 1 SCALE= I l 0- _01X 11 SHEET) SCALE. I'-1'-0' (24 x 36 SHEET) ESR 1539• - REPORT UTILIZED TO SUBSTITUTE 3'x.131 FOR Ibd COMMON! LENGTH I WIRE SIM 2 W .113 2 Ylx 131 3' x 331 3 Y' x .149 1 K' x .148 1 }'z 149 NAIL USE CHART FOR PRESCRIPTIVE HOME CONSTRUCTION. PENNY WEIGHT NAME AREA OF USEIN BUILDING SPACING PER PR65CRIP1IVE CODE _. _. uxnc WBWE�IMtxxwONxxm RA1rvu MIS xue un M)E o0� �luamoct Dox MWE xc7m� xTra ..x HOT DIP Bd BOX LP SIDING, 4/4 FACIA, OSB SHEAR WALLS ON DOUBLE WALL SEE 51 52 DETAILS Wemmawixorx.xrw,rxwae wwmWaev Tq 8tl COMMON RING SHANK DECK NAILING, ROOF 5HEATHMG, bol NAILING ON ENGINEERED WALLS 6' O.G. EDGES x 12' OL- FIELD ax ux, rANE ^TKmmwwKE 10d FRAMER FRAMING, 51-1548 TRANSFER, AND ALL GENERAL FRAMING 3 EACH STUD Ibd vMYL SINKER SRMPSLPI HARDWARE N HANDFRAMING HdND NAILING HOT DIP 10d TECO HMA ER USE, PRE55URE TREATED WOOD, T EXTERIOR USE PER MANUFACTURER "5 SPECS 10d TECO HANGER USE, NON -PRESSURE E TREATED WOOD ON INTERIOR PER MANUFACTURER'S SPECS OUTSIDE ELEvATION EXTENT OF HEADER (TWD BRACED WALL SEGMENT 51D{< OF HEADER (ONE BRACED WALL SEGMENTrr-----. 1 ELEVATION IVY BIN_ 1000 LB- TENSION STRAP 1 WALL I' I 'FOR - DOTE ION O ORMIN-1.50 LB_ HR. E M BRACED WALL SEGMENT PER 8602.1713' 5TRAP SHALL BE CENT—D 7 AT BOTTOM OF HE DER PER -TABLE 860210411 IN. 3' x II 1/4' NET HEADER51-EATHMG FILLER E TO IS• (FINISHED WIDTH) NEEDED FASTEN- iD TO THE KING 5TUD SINKER NAILS IN 2 12' AX.RNAILS. ROWS a 3' oc.TOTALALL HEIGHT 1000 LH. STRAP FOR 9' DOOR T MIN 1650 ELa R'STRAP FOR 16' DOOR. STRAP SHALL BE BAN I X.BOITOn OF HEADER AND METALLED ON Bd(. 13SHOWN ON SIDE ELEVATION PER TABLE R60210.4LFASTEN SHEATHING TO HEADER WITH Stl COMON NMUST STRUCTURAL PANEL MUST BE CONTINXJUS TFROM OMGRID PATTERN LS SHOW AND 3'oc. M ALL FRAMITOP OF WALL TO BOTTOM (STUDS AND SILLS) TIP - OF WALL OR FROM TOP OF - WALL TO PERMITTED SPLICE AREA MAx. HE HTOR - _ FA PANEL SPLICE (IF NEEDED). PANEL EOGE5 SHALL OCCUR - ..�. OM RAND BE NAILED TO —MON BLOCKING AND DGLNIR WITHM IC - MIDDLE 24' OF WALL HEIGHT. ONE ROU OF 3- oc NAILING IS REOUIRED M EAC. PANEL EDGE. —0 STRUCTURAL PANEL STRENST. Ax15 I I 2x FULL HEIGHT IlLK'MG 16' OC. x FULL HEIGHT KING - ALONG BRACE WALL PANEL. i J0I5T AND TRU55 TR199 PERPENDICULAR TRIM% EA BAY LENGTLI NAIL 131 2-}'x131 TO TOP MATE. TO BRACE WALL LINE OF BRACED WALL PANEL PARELLEL TO Eq BLPCKING MEMBER PERPENDICULAR NAILED TO TOP LATE. BRACE WALL TO BRACE WALL LINE LINE -- I -JOIST OR TRLl95 IL OG. ALONG x131 a b' INT -mG BRACED '-0' T-ERdCE , ' ALL PANEL ULD GYP A pq L NAILED i0 FL. TYP' W I BRACED WALL PANEL (3) 3'x131 MIN Irz' GYP ED BRACED WALL PANEL 2x FULL HEWGHT BLK•ING IN £A. BAY, NAIL BTM RATE (3J NAIL BTM PLATE (3) NAIL (3) 3'x131 EA. END. jj 3•x131 • 10' OO. 4LONG 3'x.131 x 10' OC. ALONG CONTIN)O15 RIM OR —\ BRACED WALL PANEL. 1 CONTINUOUS RIM OR BRACED WALL PANEL. SAND J015T TOE NAILED TO TP BAND - TOE -NAILED TO T .� 2-}•x131 .6' oc. T-}'x.Bl E 6• oG_ J0I5T AND TRUSS PARALLEL Jo1sT PERPEND1cIlLAR TO BRACE WALL LINE " . J015T PARALLELf TO BRACE —LL LME 1 -JOIST OR TRUSS i _T_ 2x FULL HEIGHT ELK — I6' OC. ALONG LENGTH OF Tx FULL HEIGHT BLK'ING 16'Jl� BRACED WALL, NAILED E/ INTERIOR BRACE-- - MTERIOR BRACE OL_ ALONG LENGTH OF (3J 3'x131 EA_ END- PANEL OVER Tx RILL - PANEL OVER BRACED WALL, NAILED .1 HEIGHT BLK'MG- MIN V2' GYP JOIST, NAILED (3) (3) 3'x131 EA. END- Bp BRACED E 12' GYP NE NAILED I T- }'x131 3'x131 a 10' OL. WALL PANEL BRACED WALL PANEL EA. EiK'MG nE¢TgR. A dED (3) 3'x 131 c 10' O.G. (5) 3'x131 E 10' or, --- gLOCK1I-� TO BE — F WALL ANE PANEL. BRACED WALL NAIL BTM PLAT TO LL BRACED WALL �I}l L PANEL. ELK. (51 3'x.51 ALO•Ya NAIL BTH RATE TO NAILED .1 (3) 3'r.13I Ed..15) 3G FIEA HLK (3) 3'x131 010' Or EACH SIDE - - DIST PERPENDIGILAR JOIST PARALLEL )IBP- WOOD 5tR1CTHRAL PANEL: TO EXTERIOR WALL LINE MIN V THIOK EYaNOS . . OL. E/ b. CO-il•ION or 1 2x RILL HEIGHT BLK'MG Ib' 1(,•' THICK.15TIJD5 dT 16' or 24' OL_ E/ Litl (2-}'x1311 CO-�-ION. 1 OG_ dL(AY LENGTu OF NAILED: 6. OC. EDGES T D' or. FIELD BRACED WALL, NAILED 01 TABLE -- (3) 3'x131 EA Elm. IdJALL BRAC PAN�L�. 2 MN 5'. P 1BOARD HM J$' GYP HD EA. SIDE 4'-0' SCALE- I/d' (24X36 SHEET) FASTENED TX* GTP B' OLS. SPACI— . EDGES MCLUDE TOP AND 5CME I_ (IIx Il SHEET) BOTTOM HATE PER PER TABLE R6023(11 FOR EXTERIOR 2009 INTERNdTIONAL RESIDENTIAL CODE:FKNURES 8601)06 (IJ ((2) WALL ( TABLE 8102.35 FOR INTERIOR WALL BRACED PANELS - 2011 OREGON RESIDENTIAL SPECIALTY GODEEIGI)RES R6-- (H l (21 E5R 5— - REPORT HTIL17ED TO SUBSTITUTE 3'x)31 FOR 16d COMMON .1*1 ItlxHM. NI➢ -)BER OF STUDS SHOIW ' 3B' MIN THICKNESS ` -- nM. LENGTH -A-- ON 6:1 —E--T—LENGTH RdTID- - •;- IJ uIOOD STRUCTUAL -- 3- EXAMPLE 16' MM. FOR 9HEIGHT -' •;'. �:• PANEL SUEATHING ANCHOR BOLT PER 8403 Ib TYP. l (2) ANCHOR BOLTS PER R403I6 NO -OF JACK STUDS PR TABLE 85025 (1121 E Q REO11RE0. �1 BIN. 2•%2•X3/I6' PLATE WASHER f 1 • • •r • �i OVER CONCRETE OR MASONRY BLOCK FOUNDATION (PER TABLE R602.10.4.0) FRAMING ANCHORS NAIL SOLE PLATE TO JOIST -TI ^. NAIL SOLE PLATE TO JOIST 610 L9 / E/ (3J 16tl E 16- oc. • • / ••- PER TABLE 86023(11 = -' L PER •••••• / .1 (3) 16d a I6' oz - f PER TABLE 860? 3(11 _ �/ bl0 LB ;. - ----- WOOD STRNCTIIRAL PANEL SHEATHMG OVER APPROVED BAND JOIST OVER RAISED WOOD FLOOR OR SECOND FLOOR - FRAMING ANCHOR OPTION APPROXED BAND Jo19T 8d CO'4MON NAILS NAIL SOLE RATE TO JOIST _. y NAIL SOLE RATE TO JOIST - 3• pG TOP AND BOTTOM E/ (3) 16tl s 16' oc. Jf w/ PER 16d '_"• ' - PER TABLE 86023(11 � ; : :: = -' ;'•- PER TABLE - 86023(11 MIN. ' OVERLAP ` _..__-.... ---4_- �. ""-- WOOD STRUCTURAL PANEL 5HEATHMG OVER APPROVED EUND 11 1., APPROVED BAND JOIST OVER RAISED WOOD FLOOR OR SECOND FLOOR - WOOD STRUCTURAL PANELOyEAP OPTION 3METHO= CS- PF. CONT INUOUe PORTAL FRAM" IE PANEL (LRL. R60�.10.4.LU SCALE: N.T.S. 2464 SW GLACEH PL FEp�, OR 97756 F`HONE 541923.0 FAX 541548.0751 V IJ Q �1 f 1 • • •r • �i owes•• A •••••• CUiFiB4T AS OF 080U1 BUILDING DETAILS F1 ID2! FASTENER SPACING TABLE JOIST SPAN 10' CONNECTION DETAILS SPACING OF FASTENERS Y' DIAMETER LAG SCREW WITH IS, OL- 15 ac. %;' MAXIMUM SHEATHING 1 ALCOVE 14' DiAMETER BOLT WITH %2 34' OL. 29' OC MAXIMUM SHEATHING I CAP DETAIL IK' DIAMETER LAG SCREW W/-&' 5/4'x6' SMART IL —0"UM SHEATHING AND 29' OL. 24' OC - .C.&TACKED &I ACKEDWASHER5 v 0 4._T. NOTE: DECK PLACEMENT PER PLAN, 517E VERIFY PRIOR TO CONSTRUCTION- MEMBERS 51ZED FOR 16x5 MAX VERIFY SIZE AND LOCATION WITH w ANS/FEAUTURE SHEET P05T5BEAM5 TO BE WRAPPED W LUXURY COMMUNITY'S- PD5TS TO MATCH TYPICAL COLUMN DETAIL. COLUMN 51ZEE MAY VARY, 3UILD PER COMMUNITY SPECIFICATIONS. REFERENCE TABLE R502221 IN THE 2009 IRC FOR ADDITIONAL INFFORi" IATION LjmaAL GW t CttONS R�v11fx,� P MR � ��� �.Z•3�zi bX6 POST ( SXb P05T w/ APPROVE] APPROVED 4XI2 WD BEN-) SASE a CAP :DROPBASE a CAP PED) JO/STz 90 I in C II I•�. Ate;. �� HANGERS ! ��rl►fr� FAV .I►�•�CT� AS SPEC'D F1GL1�. �6�7.2.�iL7 DECK FRAMING PLAN SCALE: t/4' 1'-0' (24 x 36 SHEET) 0 2' 4' a' 10 SCALE. 1/S' = I'-0' (ll X IT SHEET) FLA514ING AS 5PEC'D RAILING AS SPEC'D PER CODE DECKING AS SPEC D --DECK RIM JOIST HANGER AS 5PEC'D LEDGER AS SPEG'D 4x12 BEAM ILRAPPED AS 5PEC'D 6X6 POST WRAPPED �! AS SPEC'D w/ APPROVED CAP a BASE I TT III WIDTH TO MATCH TRIM 5/4•x4' 4n• „�• FRONT VIEW 3 CORBELS FOR WINDOWS IJP TO 4' WIDTH 4 CORBELS FOR WINDOUIS 5' WIDE AND OVER TCH WINDOW —GAP APPROX. U2' WINDOW 5HUTTER 3 �• �I/2' GAP ry�I�I -,-2 1/2' SCREWS 12 I GLUE JOINT CORBEL DETAIL NTS s/4'xa• —GAP APPROX. 11• —9/9'x4' TOP VIEW PLANT 5�IELF LUINDOLU SHUTTSRS & PLANT SHELF NOT USED LJITH BUSIGALOLU PLAN SCALE: lit' = 1'-0' (24 X 3b SHEET) SCALE: 1/4' = 1'-0' (II X IT SHEET) 1 1/4' CROON MOULDING 3/4' BIRCH ON Ix MDF AS 5PEC'D PLT IMPORTANT FRAMING NOTES - STANDARD FIREPLACE FRAMMG: LUXURY HRFFLACF FRAMING: FIREPLACE PER FEATURE ""^"`^'x'"'� "� "�"• 14"�"� """ SHEET. 51ZE/FRAMINIG PER ROUGH FRAMING FROM TOP OF ROUGH FRAMING FROM TOP OF PLAN- EIREPLACE TO TOP OF MANTEL FIREPLACE TO TOP OF MMfTEL 3/4' BIRCH PLY ... I/2' PLYWOOD 2x6 T.V" I 0/ 2-1/4' CROUN L ALCOVE MOULDING oox CAP DETAIL 5/4'x6' SMART IL 4.4 PT TRIM 14x4 �— Ix MDF Ox 0/ v 0 4._T. ' ro II 3B/4' BEAD a �f g _ d 0 — IX MDF W `( BOX A5 SPEC'D I. TTP 3 -IR W U rc � w 0 AS 5PEC'D FIREPLACE w a W Box 12x12 TILE \ U_ K A5 SPEC'D 6' 1'-0' PER FIREPLACE '-0' 6•� TA FRONT VIEW IE W� • SIDE VIEW LUXURY FINIS! ALCOVE 3/4' MDF- „4.1_ 3/4' 12'x12' TILE - 4 - ILE-4` CROWN AS SPEC'D MOULDING ON Ix MDF IX5 MDF - 3 FLUTED ^y- AS SPEC'D FIREPLACE SBO 3/4' NEED5 TO ACCOINT FOR U' OF TILE NEEDS TO ACCOUNT FOR Q' OF TILE AND 6' OF CROON MOLDING. AND 10' OF MDF/CROIIN MOLDING, THAT 15 A TOTAL OF IS- OF ROUGH THAT 15 A TOTAL OF 22' OF ROUGH FRAMING HEIGHT I,1EEDED, VERIFY FRAMING HEIGHT NEEDED, VERIFY ALL DIMEN510N5 PRIOR ALL DIMENSIdNS 7'1 TO CON5TRIICTIOIL TO CON5TRIICTION. IBX60 MDF V AS 5PEC'D FINISH WITH 65R TILE FIOJ ECT DANA ASS -EC-D 12'x12' TILE A5 SPEGD '' b' I� FRONT COLUMN ' ROOF OR 2ND �f VIEW FLOOR AS (NT5) 5PEC-D 4' GROWN MOULDING ON 1. MDF AS SPEC'D 12x12 TILE AS 5PEC'D IX5 MDF 3 FLUTED AS SPECD. 12x)2 TILE AS 5PEC'D I- ALL MATERIAL IS MDF UNLESS OTHERWISE NOTED ALL DIMENSION5 ARE FOR REFERENCE ONLY a VARY PER PLAN- VERIFY PRIOR TO CONSTRUCTION 3. INSTALL PER MANUFACTURER 1'-0- a•I 1•_0.1 FI p_0FRONTCOLUMN k VIEW SIDE VIEW FRONT VIEW 2• 5`J MTS) STANDARD FINISH pOPIIOUT FIREPLACE DETAILIS SCALE= IR• 1'-0- (24 X 36 5HEET) SCALE: 1/4' = 1'-0' (11 x (1 SHEET) 3' 6' 4' l' 1' -0' -GAP FOR iii` VENTING PER FIREPLACE AP X -6'-1-V4' TOP NEW BEAM/GIRDER LOCATION PER PLAN ADD HANGERS AS REQ. DOABLE TOP PLATE HDR AS SPEC'D ON PLAN SIDE VIEW FIREPLACE —4 FRONT VIEW FRAMING- DrETAIL. 2X4 3/4'x4' END VIEW NTS ... I/2' PLYWOOD 2x6 T.V" L ALCOVE oox CAP DETAIL 5/4'x6' SMART IL 4.4 PT TRIM 14x4 v 0 4._T. 5/4'x5' SMART TRIM II Q a �f a _ d W `( a U rc � w FIRE Wat PLACE Box SIDE VIEW FIREPLACE —4 FRONT VIEW FRAMING- DrETAIL. 2X4 3/4'x4' END VIEW NTS 2.6 STANDARD TOP d BASE COLUMN DET,A I L SCALE: I/2' = 1'-0' (24 X 36 SHEET) SCALE: 1/4' I'-0' (II x 11 SHEET) NOT USED UJITH PUNGI4LOLJ PLAN retic ^"alml'^^no4 uaxm uEaav Imu urmgnaGa aa�rmaats � 2464 SIN GLACIER PL REDbiOND 0119-1756 PHOW 541-923-660 FAX 541-,W-0761 ... I/2' PLYWOOD 2x6 RECESSED CAP DETAIL 5/4'x6' SMART 4.4 PT TRIM 14x4 POST 5/4'x5' SMART TRIM a WRAPPED 4.4 P05T 2.6 STANDARD TOP d BASE COLUMN DET,A I L SCALE: I/2' = 1'-0' (24 X 36 SHEET) SCALE: 1/4' I'-0' (II x 11 SHEET) NOT USED UJITH PUNGI4LOLJ PLAN retic ^"alml'^^no4 uaxm uEaav Imu urmgnaGa aa�rmaats � 2464 SIN GLACIER PL REDbiOND 0119-1756 PHOW 541-923-660 FAX 541-,W-0761 D ETA I LS • • • D ETA I LS --ROOF AS SPEC'D BRD a BATT. ® 8' O.C. CORBEL SHELF DETAIL AS 5PEC'D, SEE SHEET D/3 FAKE SHAKE AS 5PEC-D FASCIA AS SPEC'D 2X10 TOP TRIM PRIMED (GARAGE ONLY) BAND AS SPEC') OPT. WINDOWS TRIM AS SPEC'D LAP 51DING AS 5PEG'D f PLANT SHELF DETAIL AS SPEC'D �DOOF 5.4MPLE FRONT ELEVATION I PNLESSNOTEDOTHERW9E \ SCALE: I/4' = I'-0' (24 x 36 SHEET) 0 2' 4' 8' 10' SCALE: I/8' = I'-0• (II X Il SHEET) 2x4 2z4- _,5 INCHES dx DF AS 5PEC'D _ ON ELEVATION. -4z4 --2x4 r LENGTH A5 �ECV Q RAN 4' x DF AS SPEC') ON PLAN ELEVATIONS. ' x 4' SMART TRIM BEHIND EA- CORBEL_ 4' x 4' DF- 2 1/2' SCREWS INDIVIDUAL CORBEL DETAIL CORBEL CxABLE DETAIL � � (ELEVATION I) L_ l �-6 INCH TOP TRIM FRONT WINDCU7S a DOOR 4 INCH TOP TRIM ALL SIDES AND REAR WINDOWS a DOORS -4 INCH SIDE a BOTTOM y TRIM ALL WINDOW5, -TOP ( BOTTOM TRIM 2 NCNES PAST SIDE TRIM BOTH SIDES 3 CORBELS FOR WINDOWS UP TO 4' WIDTH 4 CORBELS FOR WINDO8L5 8' BADE AND OVER 5/4'x8' SMART TRIM NEM TO HOUSE S/4' X 8' 2'-6 4'x6' C �t O' --- 5/4' SHT'G �-6 INCH TOP TRIM FRONT WINDCU7S a DOOR 4 INCH TOP TRIM ALL SIDES AND REAR WINDOWS a DOORS -4 INCH SIDE a BOTTOM y TRIM ALL WINDOW5, -TOP ( BOTTOM TRIM 2 NCNES PAST SIDE TRIM BOTH SIDES 3 CORBELS FOR WINDOWS UP TO 4' WIDTH 4 CORBELS FOR WINDO8L5 8' BADE AND OVER 5/4'x8' SMART TRIM NEM TO HOUSE 5/4x6 -- 5/4 x 8' WRAPPED 4x4 P05T5 SMART TRIM 2'-6 4' x6'DF �t O' --- 5/4' SHT'G SMART TRIM EE ND 4,6 a UNDER G GAP = 4'x6' DF _ WINDOW FRAME TOP VIEW 4' x 4' - '-B x 4' SMART TRIM BEHIND EA. WIDTH TO MATCH TRIM OF WINDOW END VIEW CORBEL. CAP DETAIL J NTS " 4'x4' DF ,1 FRONT VIEW LJINDOW PLANT SHELF (ELEVATIONS 1411) SCALE: I/2' = 1'-0' (24 X 36 SHEET) 5CALE: I/4' = 1'-0' (II X 11 SHEET) PLANT SHELF DETAIL AS SPEC'D SMART TRIM �• x 6 SMART TRIM ---- MASONRY m ASON P, Y/6 1= INC$ TRANSITION ROOF AS SPEC') CORBELS AS SPEC'D FASCIA AS SPEC') BAND W/FAUX BEAMS AND GABLE POP -OUT PER DETAIL (LOCATIC PER PLAN) PLT o4' OC OPT. WINDOWS TRIM AS 5PEC'D _LAP SIDING AS SPEC') _OPT. MA50NRY TO WF 18• DOWN SIDE ), EIEA115 TO S74MPLE FRONT ELEVATION 11 PLAN AU UBUIILT AS SPEC pPER SCALE: 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' - UNLESS OTHERWISE NOTED 5CALE+ 1/8' = I'-0' (II x M SHEET) -� MASONRI'- 2x6 qv 0SHEATHING- STANDARD TOP STANDARD BASE APFROx. SINGLE POST LUXURY COLUMN DETAIL (ELEVATION 1) SCALE: 1/2' = I'-0' (24 x 36 SHEET) SCALE: 1/4' = I'-0' (II x IT SHEET) _2x6 WALL BUILT ON TOP OF CORBEL I BAND 8' SMART TRIM, BEHIND 4x6 1 ,r SIDING W/Z METAL FLASHING 8' SMART TRIM RIPPED DOUN TO \ I�6-I/1'ABOVE 4.6 LENGTH PER PLAN ' x 6' SMART TRIM - ^P�x 4x6 DF BEHIND 4.6L - - - � X� 1,-4• CORBEL BAND DETAIL LU/BUILT OUT C3A5LE (ELEVATION 11) 2x6 CAP umr "" PLYU OOD WRAPPED CAP DETAIL 4.4 POST 4d I 4x4 PT SMART TRIM 5/4x6 -- 5/4 x 8' WRAPPED 4x4 P05T5 SMART TRIM -12' PLYU1C10D MASONRY -- -- 4,4PT �t O' --- 5/4' SHT'G BASE C SHOWN " RECESSED WRAPPED Y STANDARD BABE DUAL POST LUXURY COLUMN 4x4 POST 4 111) 5CALE= 1/2' - 1'-0' 124 x 36 SHEET) SCALE: I/4' = I'-0' (I) x Il SHEET) CAP DETAIL 5/4'x6' SMART 414-- TRIM 2x6- 5/4'x8' SMART - TRIM 5/4 x 8" --. � g ,�-- SMART TRIM WRAPPED 4.4 POST ROOF AS SPEC') CORBELS AS SPEC'D FASCIA AS SPEC') BAND W/FAUX BEAMS AND GABLE POP -OUT PER DETAIL (LOCATIC PER PLAN) PLT o4' OC OPT. WINDOWS TRIM AS 5PEC'D _LAP SIDING AS SPEC') _OPT. MA50NRY TO WF 18• DOWN SIDE ), EIEA115 TO S74MPLE FRONT ELEVATION 11 PLAN AU UBUIILT AS SPEC pPER SCALE: 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' - UNLESS OTHERWISE NOTED 5CALE+ 1/8' = I'-0' (II x M SHEET) -� MASONRI'- 2x6 qv 0SHEATHING- STANDARD TOP STANDARD BASE APFROx. SINGLE POST LUXURY COLUMN DETAIL (ELEVATION 1) SCALE: 1/2' = I'-0' (24 x 36 SHEET) SCALE: 1/4' = I'-0' (II x IT SHEET) _2x6 WALL BUILT ON TOP OF CORBEL I BAND 8' SMART TRIM, BEHIND 4x6 1 ,r SIDING W/Z METAL FLASHING 8' SMART TRIM RIPPED DOUN TO \ I�6-I/1'ABOVE 4.6 LENGTH PER PLAN ' x 6' SMART TRIM - ^P�x 4x6 DF BEHIND 4.6L - - - � X� 1,-4• CORBEL BAND DETAIL LU/BUILT OUT C3A5LE (ELEVATION 11) 2x6 CAP umr "" PLYU OOD WRAPPED CAP DETAIL 4.4 POST 4d I 4x4 PT SMART TRIM 5/4x6 -- 5/4 x 8' WRAPPED 4x4 P05T5 SMART TRIM MASONRY -- -- 4,4PT �t O' --- 5/4' SHT'G BASE C SHOWN _�..-. STANDARD TO APPROX. Y STANDARD BABE DUAL POST LUXURY COLUMN DETAIL (ELEVATION II 4 111) 5CALE= 1/2' - 1'-0' 124 x 36 SHEET) SCALE: I/4' = I'-0' (I) x Il SHEET) wne wq�mwm�vec�iq ocu�uae, xaG waa wr��e�o�xam�n. 246. 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