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1:4 EXISTING R.15 WALL INSULATION
PROVIDE MECHANICAL VENTILATION TO
VENT THIS FLOOR AREA,100 C.FAN,
1:4 VENT TO EXISTING CRAWL SPACE
PROVIDE ADEQUA E SP41AY
FOAM INSULATION R GID
INSULATION TO MT ER
FLOOR FRAMING SU ION 90,
REQUIREMENTS R 0 C 09.
PROVIDE SUPPLY S RETURN AIR 4, I I
FFT4G FL
O4E1NG
TING:1STErA7I
3111111
S CONTRACTOR TO VERIFY I a<I I 1><1
CAPACITY OF EXISTING SYSTEM
4
114"
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t I 6 MIL VISQUEEN OVER SLAB
EXISTING CONCRETESLAS
P.T.PLATE AT SLAB AS
DINING ROOM NEEDED FOR SPAN CAPACITY
lin OF FLOOR JOISTS,MAX OF 3
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Ail -.); P.T.FLOOR JOISTS PER PLAN VV..: ag,(.40 fotcm r
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FLOOR FRAMING DETAIL
KITCHEN
1 1 I BONUS ROOM SCALE:1"=1'41" k,f,e '1 0.6-
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OWING ROOM
KITCHEN
ji 114
107
LAUNDRY
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NOTE*PROVIDE la"TYPE"X"GYP.BRD.AT ENTIRE
GARAGE INTERIOR PER ORSC,DOORS BETWEEN
GARAGE AND HOUSE SHALL BE SMOXE.SEALED AND
APPROVED DOOR/FRAME TYPE.SLOPE FLOOR R-60 INSULATION IN ATTIC
TOWARD GARAGE DOOR OPENING.
ATTIC 4111.k.%
499??; (6ccv 9wc97.,
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OMURA EXISTING R.16 IN
1170—
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.• DINING ROOM
LAUNDRY 100
BONUS ROOM
111
114
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CONTINUOUS R-15 SLAB
r— INSULATION
EXISTING MAIN FLOOR PLAN PROPOSED PARTIAL FLOOR PLAN BUILDING CROSS SECTION
a mi SCALE:1/4"=1'-O" SCALE:1/4"=i'-O" SCALE:114"=V-0"
REVISIONS
zt\ tItSINTRSE TO mAti ADM* Ina Xfc,90 14/4 A NEW RENOVATION FOR
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11175 SW BOXWOOD CT Peter Lyle Straelial,ALL,iced AP PROJA:18073
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A LIVING SPACE CONVERSION FOR „-:,,,,,--.7,d"'-``,.r
NICK NEWMAN officycori,,,I #
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11175 SW BOXWOOD CT, TIGARD, OR 97128 '„'' `ll ��s v`, q.,, , , ,... I,t
BUILDING CODE SUMMARY ZONE CODE SUMMARY SHEET INDEX:
APPLICABLE CODE: PROJECT/SITE INFORMATION: PROJECT DRAWINGS:
2017 OREGON RESIDENTIAL SPECIALTY CODE(ORSC).BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE(IRC) 1). GOVERNING AGENCY: CITY OF TIGARD
2008 OREGON RESIDENTIAL SPECIALTY CODE(ORSC)CHAPTER 6 WALL BRACINGA0.1 PROJECT/CODE SUMMARY INFORMATION
2014 OREGON FIRE CODE(OFC),BASED ON THE 2012 INTERNATIONAL FIRE CODE(IFC) 2.) BUILDING ZONE: RS SITE & DRAWINGS:
2014 OREGON MECHANICAL SPECIALTY CODE(GMSC),BASED ON THE 2009 INTERNATIONAL MECHANICAL CODE(IMC)
AND THE 2009 INTERNATIONAL FUEL GAS CODE SITE ADDRESS: 11175 SW BOXWOOD CT.TIGARD,OR 97128 A1.0 OVERALL ARCHITECTURAL SITE PLAN
2017 OREGON PLUMBING SPECIALTY CODE(OPSC),BASED ON THE 2015 UNIFORM PLUMBING CODE(UPC) TAX LOT#: 1S134ACO2624
2017 OREGON ELECTRIC SPECIALTY CODE(OESC).BASED ON THE 2017 ed.OF THE NEPA 70 NATIONAL ELECTRICAL CODE(NEC) PERMITTED USE: SINGLE FAMILY RESIDENCE ARCHITECTURAL DRAWINGS
2014 OREGON ENERGY CODE(OEC).BASED ON THE 2012 INTERNATIONAL ENERGY CODE(IEC)
PROJECT DESCRIPTION: 3.) SETBACKS: SOUTH(SIDE) EXISTING TO REMAIN A2.0 ARCHITECTURAL FLOOR PLAN
NORTH(SIDE):EXISTING TO REMAIN
WEST(FRONT)EXISTING TO REMAIN
THE PROPOSED PROJECT IS TO CONVERT AND EXISTING UNFINISHED AREA WITHIN AN EXISTING SINGLE FAMILY RESIDENCE INTO ADDITIONAL EAST(REAR):EXISTING TO REMAIN
HEATED AND INSULATED LIVING SPACE THE PROPOSED CONVERSION IS A STANDARD METHOD WOOD-FRAMED CONSTRUCTION WITH LAP SIDING. 4,) TOTAL SITE AREA: - C......— OF TIG
ARCHITECTURAL COMPOSITION ROOFING BEARING ON A STANDARD CONCRETE FOOTING AND STEM WALL.
5.) BUILDING AREA: SEE SITE PLAN .=.: ..: FOR t"� ' . C
BLDG. CODE SUMMARY (2017 ORSC): 6.) BUILDING HEIGHT: EXISTING TO REMAIN G•
1.) RESIDENTIAL ENERGY CODE: (TABLE N1101.1(1)) STANDARD BASE CASE APPLIES.U.O N 7.) SEPTIC AUTHORIZATION: NA ,3Z ',' V' a
PER TABLE N1101-1(2).ENVELOPE ENHANCEMENT MEASURE 1.AND CONSERVATION MEASURE A WILL BE USED T
WALL INSULATION-ABOVE GRADE: R-21,INSULATE ALL EXTERIOR WALL CAVITIES,R-5 CONTINUOUS '
FLAT CEILINGS: R-49 PROJECT DIRECTORY■ ° -�
VAULTEDCEILINGS: R-30A IIIUNDER FRAMED FLOORS: R-38 Address:
-WINDOWS: - - --- - --- -U-036--- �,
WINDOW AREA LIMITATION: N/A OWNER: a _ � „'-
SKYLIGHTS: NONE(1 67 IF ADDED LATER) t } r ) �� ,., ,.. ...,.,�,,,,,",w.;
NICK NEWMAN Wood stru IC$LR” ' be s that are j
EXTERIOR DOORS: U-0 5 exposed to the weather to be By: ”: "- ...'d^ 1 / Ift ,11175 SW BOXWOOD CT, GEXTERIOR DOORS W/>2.5 sf.GLAZING: R-2Pressure I reat d('3r'd .+ !r t
FORCED AIR DUCT INSULATION: "-- R-8 ----- -_. --- -- TIGARD,OR 97128
M
HIGH EFFICACY LIGHTING: 100% ARCHITECT: 317.1.3 MECHANICAL D WINGS.
RECESSED LIGHTING FIXTURES: SHALL MEET ORSC SEC.N110426 REQUIREMENTS. ARCHITECT:�I NOTE THE MECHANICAL SYSTEM FOR THIS PROJECT IS TO BE
WINDOW AIR LEAKAGE: SHALL MEET ORSC SEC N1104 8 1 REQUIREMENTS PETER LYLE STRAUHAL BIDDER/DESIGNED. THE MECHANICAL PLANS ARE NOT A PART OF THESE
VAPOR BARRIERS: PROVIDE MIN.(11 PERM VAPOR BARRIER AT WARM SIDE OF ALL INSULATION PURE ARCHITECTURE,AIA DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE"
GROUND COVER: 6 MIL.VISQUEEN 2440 LAUREL AVE NE, BIDDER/DESIGNER IS RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO
HVAC EQUIPMENT: SHALL MEET ORSC SEC NI105-5 REQUIREMENTS, SALEM,OR 97301 CONSTRUCTION. MECHANICAL WORK TO MEET ALL APPLICABLE CODES.
PIPING INSULATION: SHALL MEET ORSC TABLE N1106 1 REQUIREMENTS PH:503-763-9641 DEFERRED SUBMITTAL PURE ARCHITECTURE,AIA ASSUMES NO
2.) STRUCTURAL DESIGN CRITERIA:(ORSC SEC.301) PER 2008ORSC CH 6 WALL BRACING CONTACT:PETER LYLE STRAUHAL RESPONSIBILITY FOR THE INFORMATION CONTAINED IN THE MECHANICAL
BRACED WALL PANEL LINE SPACING: 35-0" EMAIL:peter@purearch.com DRAWINGS.
WALL BOF CING WALLS US: B-0"EVERS " LIC.#5442 ELECTRICAL DRAWINGS:
TYPE OF SHEAR WALLS USED: B P.UNLESS NOTED OTHERWISE ■
CONSTRUCTION SYSTEM TYPE: PLATFORM FRAME
CLIMATIC AND GEOGRAPHIC DESIGN DATA: - NOTE:THE ELECTRICAL SYSTEM FOR THIS PROJECT IS TO BE
ELEVATION: 400 FT. BIDDER/DESIGNED THE ELECTRICAL PLANS ARE NOT A PART OF THESE
ROOF SNOW LOAD: 25 FT. DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE.
WIND PRESSURE: PER ORSC PERSCRPTIVE PATH BIDDER/DESIGNER IS RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO
SEISMIC DESIGN CATEGORY: D1 CONSTRUCTION. ELECTRICAL WORK TO MEET ALL APPLICABLE CODES.
FLOOD HAZARD DESIGN CRITERIA: N/A DEFERRED SUBMITTAL.PURE ARCHITECTURE,AIA ASSUMES NO
FROST DEPTH: 12" RESPONSIBILITY FOR THE INFORMATION CONTAINED IN THE ELECTRICAL
WIND EXPOSURE CLASSIFICATION: BOWN ON THE FLOOR
D AWINGS ELECTRICAL NOTES&SYMBOLS H
BASIC WIND SPEED: 120 MPH PLANS ARE PER THE OWNER'S CONSULTANT.
ROOF UPLIFT: 22 LB.'S F
WEIGHT OF MATERIALS: ORSC SEC.R301 2 2.2 1- PLUMBING D RAW I N G S■
EXTERIOR WOOD WALLS: 15 LB.'S F
INTERIOR WOOD WALLS: 10 LB./S F
CEILING DEAD LOADS: 10 LB/S F. NOTE:THE PLUMBING SYSTEM FOR THIS PROJECT IS TO BE
ROOF DEAD LOADS: 15 LB./S.F BIDDER/DESIGNED. THE PLUMBING PLANS ARE NOT A PART OF
SNOW LOADS: WOOD FRAME DESIGNED PER WWPA WESTERN LUMBER SPAN TABLES THESE DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE.
STORY HEIGHT: 2X6 STUDS @ 16"0 C MAX.=12 FT MAX.EXCEPTION-W/ENG-WALL AT GREAT RM BIDDER/DESIGNER IS RESPONSIBLE FOR OBTAINING A PERMIT PRIOR
LIVE LOADS: ORSC TABLE R301 5. TO CONSTRUCTION. PLUMBING WORK TO MEET ALL APPLICABLE
SLEEPING AREAS: 30 LB./S F- CODES DEFERRED SUBMITTAL PURE ARCHITECTURE AIA ASSUMES
-
NON-SLEEPING AREAS: 40 LB./S F NO RESPONSIBILITY FOR THE INFORMATION CONTAINED IN THE
ROOF LOAD: ROOF DESIGNED FOR GREATER OF SNOW OR LIVE LOAD- PLUMBING DRAWINGS.
DEFLECTION,ALLOWABLE: SHALL MEET ORSC TABLE R201.7-
3.) FIRE-RESISTIVE CONSTRUCTION: ORSC SEC 302.
EXTERIOR WALLS,PROJECTIONS,&OPENINGS:0 HOUR RATING(WI 3'MIN.SEPARATION)PER ORSC TABLE R302 1
FLAME SPREAD AND SMOKE-DEV.INDEXES WALL AND CEILING FINISHES SHALL MEET INDEXES AS REQ'D IN ORSC SEC R302.9.
SMOKE AND CO2 ALARMS: CONTRACTOR SHALL VERIFY WITH FIRE MARSHALL THAT PROPOSED ALARM
TYPES AND LOCATIONGS ARE SATISFACTORY A MIN.OF(1)NEW CO2 ALARM W/
POWER CONNECTION OUTSIDE BEDROOMS AND SMOKE ALARMS SHALL BE
PROVIDED PER ORSC.
3.) VENTILATION: ROOF VENTILATION: UNDERFLOOR VENTILATION :,;
AR A NEW RENOVATION FOR ;.. ;:::� 01.' ,.:. ,'<r:1,..:";
MECHANICALLY VENTILATED MECHANICALLY VENTILATED ')f�� `'
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PROJECT ADDRESS' PURE architecture AIA p:: i,
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97F Jr TIGARD,OR 97128 685 Church St NE#100,Salem,OR 97301 3 ',5 `s
h:503.763.9641,fax:267.392.7157 ',; DATE:08-14-18