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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/19/2019conversior St Spr'ingfield ■ GENEO�►L NOTES PROJECT DATA ADDRESS 1. The contractor shall field verify all conditions and dimensions prior to proceeding with any work. 1004 5TH STREET 2. Dimensions take precedence over drawing: do not scale drawing to determine any SPRINGFIELD OR 97477 locations. 3. Dimensions are to face of studs. unless noted otherwise (uno). ASSESSOR'S MAP #: 17-03.35-21 4. The architect shall be notified of any discrepancy prior to continuing with work. TAX LOT #: 03100 5. All construction shall comply with the 2017 Oregon Residential Specialty code, and all local governing building codes and ordinances. SITE AREA: 7,716 SF OR 0.18 ACRES (NO CHANGE) 6. The contractor is solely responsible for all construction means and methods and shall PROJECT BUILDING AREA: 376 SF - REMODEL AND ADDITION COMBINED maintain the structural integrity of any construction until all final lateral and vertical carrying systems are completed. HEIGHT AT RIDGE: NO CHANGE 7. insulation shall be approved by the manufacturer for the specific location indicated. Review with architect. REFERENCE CODES: 8. Contractor shall be responsible for verification and coordination of subcontractors work to secure compliance with drawings for the accurate location of structural members, and ORSC OREGON RESIDENTIAL SPECIALTY CODE (OSSA - 2017 (BASED ON THE 2015 IRC WITH OREGON AMENDMENTS) openings for mechanical, electrical, and miscellaneous equipments. 9. Contractors shall verify all dimensions and opening sizes (clearances required) from GENERAL REFERENCES: manufacturer prior to construction and installation of equipment, furnishings, accessories etc. SPRINGFIELD DEVELOPMENT CODE (SPRINGFIELD, OREGON) 10. Trade permits, including but not limited to electrical shall be the responsibility of the owner. SITE INFORMATION 11. Details noted as "typical" or "typ" apply in all cases whether or not specifically referenced. however details that are specifically referenced shall take precedence over ZONE LD - LOW-DENSITY RESIDENTIAL typical' or "typ." details. Specific details and notes shall take precedence over general notes and details. OVERLAY NONE 12. Silicone caulk shall be used to seal all joints of millwork, trim, equipment wall mounting penetrations in flashing, p.lam., etc. in wet rooms to produce a watertight sanitary seal. FEMA FLOOD HAZARD ZONE DATA 13. all unpainted ferrous metals exposed to the weather shall be galvanized, uno. ZONE X AREAS DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOOD 14. separate, all aluminum and other metals from dissimilar metals with bituminous tape. 15. contractor to provide backing or blocking as required for mounting all grab bars, shelves, URBAN GROWTH BOUNDARY SPRINGFIELD equipment, accessories, cabinets - coordinate location with owners. 16. all building envelop penetrations to be sealed NEIGHBORHOOD GROUP WASHBURNE 17. stainless steel or hot dip galvanized fasteners to be used when using pressure treated lumber. SOLAR SETBACKS: N/A PROJECT DESCRIPTION EXTENDING AND REMODELING AN EXISTING GARAGE INTO A ACCESSORY DWELLING UNIT. TRADEINVOLVED: • SITEWORK CONCRETE • FRAMING • ROOFING • ELECTRICAL • PLUMBING Date Received JUN 19 2019 Original Submittal __ cm NCC-MoN DW 04 Ur, lk Sheet List Sheet Number Sheet Issue Date Sheet Name G001 6/17/2019 Cover Sheet G002 6/17/2019 Code Analysis A100 6/17/2019 Site Plan A200 6/17/2019 Existing And Proposed A300 6/17/2019 Interior Elevations & Sections A400 6/17/2019 Exterior Elevations A500 6/17/2019 Weatherproofing details A600 6/17/2019 Plumbing plan A700 6/17/2019 Electrical layout S100 6/17/2019 1 Structural plans S110 6/17/2019 1 Construction Details Vicinity map `r, �M ARO ALAIN M REBEYROL o EUGENE, OR 5395 �0 441 0 COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 541-913-7056 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddon New ADU Cover Sheet PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr 0001 SCALE ti CO) C1 rn 0 Q 00 SPRINGFIELD ADU REQUIREMENTS 3.2-210 Schedule of Use Categories Accessory dwelling unit (Section 5.5-100) is a permitted use in the LDR zone. Parking 2 off street for primary residence - one is assigned to 5thj which has street parking on both side 1 off street parking for ADU Parking size 9' x 18' Parking material Concrete or pavers Setback Minimum Setbacks for Primary Structures and Accessory Dwelling Units Front Yard 10 feet Street Side Yard 10 feet Rear Yard 10 feet Interior Yard Setbacks Without Zero Lot Line 5 feet The accessory dwelling unit meets the following standards: A. The accessory dwelling unit meets all applicable standards in this Code including, but not limited to; setbacks, height, lot/parcel coverage, solar access and building codes in effect at the time of construction. B. The accessory dwelling unit contains a kitchen, bathroom, living, and sleeping area that are completely independent from the primary dwelling. C. The accessory dwelling unit does not exceed 800 square feet or the square footage of the primary dwelling (exclusive of the garage for the primary dwelling), whichever is less. D. The accessory dwelling unit has an outside entrance that is separate from the entrance to the primary dwelling. A hard surface walkway, a minimum of 3 feet wide, shall be required from the primary entrance of the accessory dwelling unit to the street or walkway serving the primary dwelling. E. Each dwelling shall have its own address. F. There shall be one parking space 9 feet by 18 feet in size for the accessory dwelling unit, in addition to the parking spaces required by Section 4.6-100 for the primary dwelling. Off-street parking spaces may be paved or unpaved as described below. If unpaved, the parking space must be rocked and maintained with % minus compacted crushed rock. The parking space for the accessory dwelling may be provided either on -street or off-street as described below: 2017 OREGON RESIDENTIAL SPECIALTY CODE TABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTS Wall insulation above grade U-0.059° or R-21 Intermediate° Flat ceilingsr U-0.021 or R-49 Vaulted ceilingsr U-0.033 or R-30 for Rafter or R-30AQ,h for Scissor Truss Slab edge perimeter F-0.520 or R-15 Windows} U-0.30 Skylights' U-0.50 Exterior doorsm U-0.20 Exterior doors with > 2.5 ft2 glazing" U-0.40 Notes: a. Wall insulation requirements apply to all exterior wood framed, concrete or masonry walls that are above grade. This includes cripple walls and rim joist areas. Nominal compliance with R-21 insulation and Intermediate Framing (N1104.5.2) with insulated headers. b. Insulation levels for ceilings that have limited attic/rafter depth such as dormers, bay windows or similar architectural features totaling not more than 150 square feet (13.9 m2) in area may be reduced to not less than R-21. When reduced, the cavity shall be filled (except for required ventilation spaces). R-49 insulation installed to minimum `6-inches"depth at top plate at exterior of structure to achieve U -factor. c. Vaulted ceiling surface area exceeding 50 percent of the total heated space floor area shall have a U -factor no greater than U-0.026 (equivalent to R-38 rafter or scissor truss with R-38 advanced framing). d. Sliding glass doors shall comply with window performance requirements. Windows exempt from testing in accordance with Section NF1 111.2, Item 3 shall comply with window performance requirements if constructed with thermal break aluminum or wood, or vinyl, or fiberglass frames and double -pane glazing with low -emissivity coatings of 0.10 or less. Buildings designed to incorporate passive solar elements may include glazing with a U -factor greater than 0.35 by using Table N1104.1(1) to demonstrate equivalence to building envelope requirements. e. Skylight area installed at 2 percent or less of total heated space floor area shall be deemed to satisfy this requirement with vinyl, wood or thermally broken aluminum frames and double -pane glazing with low -emissivity coatings. Skylight U - factor is tested in the 20 -degree (0.35 rad) overhead plane in accordance with NFRC standards. f. A maximum of 28 square feet (2.6 m2) of exterior door area per dwelling unit can have a U -factor of 0.54 or less. n. Glazing that is either double pane with low -e coating on one surface, or triple pane shall be deemed to comply with this U-0.34 requirement. 1/2" Gypsum board, textured and painted 2x6 wood stud at 24!'( plate, Typ. Plywood, sheathi► Weather resistive Hardie board siding texture, size and e) existing sidi Wali types 1 1/2" = 1'-0" Impervious surface: 1,130 sf Area percentage l 1/811 /8„ = 1'-0" --- - 1/2" Gypsum board, textured and pain with PT 1/2" gypsur Backer board bE behind acrylic landscaped surface: 882 sf av0��-���:,vw,�► 3,301 sf �o�,!��•��t roof surface: 1,961 sf 28% Impervious surface: 1,697 sf Qo Total lot area: 6,959 sf © ►�4 r4'�WN aplogjmp—MAQ.e �j 0�+►0��.�oa0�.��n�0F191As a ' 0�. . , ivo �% sFt*E=01 ITS1 �,-,.� ►oQ RIO /SRI Q�� DI gra---. ------------. � r 'e�o�r♦'' oil' ��o�il''' • 1�1o�i1 (.KQ" V.�l NE .044 'o'1o�r.��a�orro� ,ro �ti��i�ti��� ���l�����r������ � �Q�a �ra�aQ 4 r$Q pp�s .��p4►s D��s --I. i��`� rr a►0 —_—_—���©o�. ����.----.---- .-------�------... �orlp ori --- ------------- p a� �p _--_ It, 00. - e'�i4� e'1 ��d� ��db WN �II• ���i��rr ������■i■�-i���i �� ���! .��e ��1� ���► �` rhe ►�1► � ��,.��.�.r.��ll..:_��.1��.�.���� Ilei 1�-1-�9 ■ !11 #'iiT=i���ll���!/ �lO� .����� - • - - ' - ������ ��.��. �a���������rr� 1/ /�.. .�����tt����rr I . , I��r��������■�����■�■� tar �. DF!� d �� 0 D D M&M-ne�4.©p44.o�04 .CS ,.� �00� 1--r------.---�--- ��,�� �,o caw► 19 o�v► o,�� ow► ct .�, ''v►:r; . - -� �- �>---.-----------�_. -���- -���- rir��������.������� ►`7 �p � G.a_0►�� OW� aQ O�� aQ►�p OST dI� a_Q �� !, i � j yap �� �oo©Bio �Q,.ag ► av �--� ----- G�� �fivilimEf© f o4o ��� oo4s a�4e ooze ao�e oe�s ode, _ r ao4s oo4s00�4 •oo4s •aoS it*4.���� �rQ� Q��` 11M awl 1''��0 . �p0a �p0�►if,FA Area percentage l 1/811 /8„ = 1'-0" --- - 1/2" Gypsum board, textured and pain with PT 1/2" gypsur Backer board bE behind acrylic landscaped surface: 882 sf av0��-���:,vw,�► 3,301 sf �o�,!��•��t roof surface: 1,961 sf 28% Impervious surface: 1,697 sf Qo Total lot area: 6,959 sf © ►�4 r4'�WN aplogjmp—MAQ.e �j a ivo �% sFt*E=01 ITS1 �,-,.� ►oQ RIO /SRI Q�� DI � r 'e�o�r♦'' oil' ��o�il''' • 1�1o�i1 'e4.Q�4 NE .044 'o'1o�r.��a�orro� ,ro � �Q�a �ra�aQ 4 r$Q pp�s .��p4►s r�� D��s i��`� rr a►0 oi�rp o�� �orlp ori ►p �� p a� �p P:00� landscaped surface: 1,592 sf " Impervious surface: 432 sf "- landscaped surface: 827 sf Impervious surface: 135 sf landscaped surface: 3,301 sf 47% roof surface: 1,961 sf 28% Impervious surface: 1,697 sf 47% Total lot area: 6,959 sf 100% 1/2" Gypsum board, textured and painted Light gauge steel framing, therma air layer 1/2" Gypsum board, textured and painted 1/2" Gypsum board, textured and painted 2x6 wood stud at 24" a plate, Typ. Plywood, sheathing Siding material matching type and exposun Ulm �tt,�s std �7inse,�1 i ng un i� T"JIM V1 r2ubNo1 Ofiginal JUN 1 Gf�F% �51� At ALAIN M REBEYROL o EUGENE, OR % 5395 OF COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 352-281-2285 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddon New ADU Code Analysis PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr G002 SCALE As indicated W N N N O) 0 N T_ Existing [+L...... A.&—4..J:.. /1.:...:....1 ..a.. ...a. .,... el----- a— L.. Site 1/811 = 1'-0" CALL ONE NUMBER 18003322344 FOR UTILITYLOCATIONS 48 HOURS BEFORE YOU DIG ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH OAR 9520010010 THROUGH OAR 9520010090 YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT (503) 2321987 Depue St - unpaved r -i-^+ VJ f- A LO ftty\ �o t P� *-6 10 t t Date Received JUN 19 2919 Original Submiita1__4A ARO ALAIN M REBEYROL EUGENE, OR % 5395 �Q 9�F F 0 COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 352-281-2285 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombiy 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddan New ADU Site Plan PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr Al 00 SCALE -0" 1/811 = 1 1 N N M N r O N ct� Existing floor pian 1/41* = 1'-0" 3 Demolition floor plan 114" = 1'-0" Note: Wail type description on sheet 0002 Ott-t��DOC) tq�- "N Yk1 u.t h R�b-e,,ujo � No. Description Date Amy Siddon New ADU Existing And Proposed PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr A200 SCALE As indicated 2 a. m M O? N 03 T O N Elevation 1 - a 1/211 = 1'-0" Exterior Interior a it 2, _ 6„ Shower room pocket door Note: Glazed door anbd window are using tempered glass Doors and window type 1 /4" = 1 1 -0" a ZC Elevation 1 - b 1/2" = 1'-0" Front door Interior Exterior 1 IEEI I I0I( 111 111 (I1 111 fII (III 1I1 11111I11111 11I))II111 1 IM I 111 IIII 111 111I11I�(I111 1 I 1 ) 111�!111 111 North South Section 1/211 1 1-011 n Elevation 1 - c /2"= 1'-0" Elevation 1 - d It 1/211 /2" = 1'-0" ��t C°fy 7,1l-�� -Dooq 1VPI fie 55 N'A DwfMr� s a East west Section 1/211 = 11-011 No. Description Date Amy Siddon New ADU Interior Elevations & Sections PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr A300 SCALE As indicated cc CY: r L North Elevation 1/211 = 1'-0" South Elevation 1/2" = 1'-0" West Elevation 1/211 /2" = 1'-0" � Ft D ACv,ss urli Date Received JUN 19 2019 Original Submiitai % East Elevation 1/2'1 = 1'-0" No. Description Date Amy Siddon New ADU Exterior Elevations PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr AAOO SCALE 1/211 = 1'-0" 8 CONTINUOUSWEATHER RESISTIVE BARRIER - LAP OVER METAL HEAD FLASHING WEATHER RESISTIVE BARRIER LAP OVER FLASHING AND WINDOW MEMBRANE SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE AT JAMB AND HEAD ONLY NON -ADHESIVE MEMBRANE FLASHING AT HEAD UNDER WEATHER RESISTANT BARRIER SIDING - INSTALL PER MFGR. INSTRUCTIONS 3/8" GAP GALVANIZED METAL HEAD FLASHING WITH DRIP EDGE 514"x4" TRIM 3/8" BEAD SEALANT 3/8" BACKER ROD SET FLANGE IN CONT. BEAD OF SEALANT AT JAMB AND HEAD ONLY VINYL WINDOW W/ NAIL FIN INSTALL PER MANUFACTURER'S INSTRUCTIONS n Window head 1 1/211 = 1'-0" VINYL WINDOW W/ NAIL FIN INSTALL PER MANUFACTURER'S INSTRUCTIONS SET FLANGE IN CONT. BEAD OF SEALANT AT JAMB AND HEAD ONLY 3/8" GAP WITH SEALANT & BACKER ROD 5/4"X4 TRIM SEALANT SIDING - INSTALL PER MFGR. INSTRUCTIONS WEATHER RESISTIVE BARRIER OVER MEMBRANE FLASHING SELF ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE AT JAMB AND HEAD ONLY NON -ADHESIVE JAMB FLASHING BLOCKING FOR SIDING NAILING 5 Window jamb 1 1/21f = if -Off VINYL WINDOW W/ NAIL FIN INSTALL PER MANUFACTURER'S INSTRUCTIONS 3/8" GAP & SEALANT PLASTIC SHIM 54" x 4 TRIM SEALANT NON -ADHESIVE SILL PAN FLASHING OVER WATER DAM - WRAP 6" UP CORNERS. 18" WIDE NON -ADHESIVE SILL STRIP - LOOSE AT BOTTOM TUCK WEATHER RESISTIVE BARRIER UNDER SILL STRIP FLASHING Window sill 1 1/211 = 1'-0" NOTE: INCLUDE CORNER FLASHING AT JOINT BETWEEN JAMB AND SILL - SEE SPECIFICATIONS NT AIR SEAL, ID UP JAMBS 6" " PLYWOOD K DAM EXTERIOR ELEVATION 'YP. BD. WRAPPED AROUND HEAD & JAMBS 'O WINDOW FRAME SQUARE CORNERS, TYP. AULK ALL 4 SIDES SILL TO EXTEND 1 1/2" PAST WINDOW JAMB ON EACH SIDE AND EXTEND 1/4" OUT FROM APRON — 1 X3 APRON INTERIOR ELEVATION n Window trim SECTION 1 J" 1/4" PLAN @ SILL NOTE: EASE ALL CORNERS AND EDGES OF EXPOSED TRIM PIECES. G1 5/4 OUTRIGGEI ROOFING Rake at truss 1 11211 = 1'-0" SHEATHING FIBER CEMENT SIDING WEATHER RESISTIVE BARRIER 6"X6" PRE -PAINTED GALV. METAL STEP FLASHING STEP UNDER EACH COURSE OF ROOFING SHINGLES ROOFING SHINGLES FELT UNDERLAYMENT WRAPS UP SIDE WALL 8" ROOF FRAMING, LEDGER OR TRUSS END TYP. 4 Roof head flashing BLOCKING AS REQUIRED SHEATHING FIBER CEMENT SIDING WEATHER RESISTIVE BARRIER 6"X6" PRE -PAINTED GALV: METAL STEP FLASHING STEP UNDER EACH COURSE OF ROOFING SHINGLES ROOFING SHINGLES FELT UNDERLAYMENT WRAPS UP SIDE WALL 8" ROOF FRAMING, LEDGER OR TRUSS END TYP. n Roof sidewall flashing 1 1/2" = 1'-0" BLOCKING AS REQUIRED N 6" b D AR04 ALAIN M REBEYROL o a EUGENE, OR 5395 O COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 352-281-2285 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddon New ADU Weatherproofing details PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr A500 SCALE 1 1/2" = 1'-0" N M O IR N 0 N LO Rheem - Performance Plus 7.0 GPM Liquid Propane Mid Efficiency Outdoor Tankless Water Heater with UEF 0.85 Propane tank by others 36" min from crawlspace opening, windows or exhaust fan if cylinder filled on site at the point of use from bulk truck EO Storm flow Plumbing plan ' 1/211 = 1'-0" Storm flow Estimated location of existing Sanitary Line GC to verify Estimated location of storm sewer Line GC to verify /�GG�SS� l�►�Q�i.t� �� At A-6 Date Received JUIN 19 No. Description Date Amy Siddon New ADU Plumbing plan PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr A600 SCALE 1/211 = 1 1-011 IC rated, wet location can I Occupancy s equipped 80 exhaust fan Reflected Ceiii 3/8" = 1'-0" 1VM7 New breaker panel and Power for water heater Electrical pl 3/8" = 1'-0" LED linear bottom chord side mount indirecr uplight fixture C,CeS 50� �w•et t � � t�l�n. ��' Date €v iii"N 9 ALAIN M REBEYROL 0 0 EUGENE, OR % 5395 P � 0 COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 541-913-7056 amysiddon@gmaii.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@composkearchitecture.net No. Description Date Amy Siddon New ADU Electrical layout PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr A700 SCALE 3/8" = 1'-0" a 0 N 9 Sim S110 ------ i . b b d• -I I (-- I IT I I--) I -I I ( q d • d- - , d.-_ 'd -p dd'• - �a -' q°__ I1 I `I 1I 1 I- I-) .`� �•-•q -,G-d ,aeQ -~ a I I'-1 I) - -111-1 I ISI 111 I —111 -.da � �tl _ p •q�� -d =_� -�,,a :- -� 1�1 I I=1 f1 i I �—� � ISI I I_I I I—� �; -' a • ,a4 •--; ,d,,d 1 II, � I i I—� i I- -I 11I I IT -I 11-111-11 -I -11—III—I_I 2 Structural Section 1" = 1'-0" 3 Truss plan 112" = 1'-0" Premanufactured cissc Ridg( M 0) 0) s V ri 4 7/8" 4'- 0" Max_ - Tvn_ Place 18" long #4 tying dowels every 12" oc, min. db` 4° 4"d, 'aq�` 4-d � •, tea.•. �y "� q a • as • .< - -Q d , • °� � ems, d , - ° •• o q d< ' d ,• •4 < � - F ° be • 40 #4 vertical dowels every 48" oc, min. Reinforcing mesh Date Received I¢l192,191 Original Submittal Fit c, (,oPy U.YLIri' A-(a(n l`Zeb-e�0 f (off 0 6 kk `�.�ti�ED gRCyi ALAIN M REBEYROL mac. o EUGENE, OR 5395 �Q 9�F F 0 COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 352-281-2285 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddon New ADU Structural plans PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr 5100 SCALE As indicated ■ n N 0 N rn 0 N P 1 MANUFACTURED THIN- PROFILEATTIC VENTILATION BAFFLE (FULL WIDTH) F Thin -profile attic eave baffle and vent 1 1 /2" = 1'-0" Lap siding matching type and exposure of existing siding Weather Resistive Barrier Sheathing: Min. 7/16" APA Rated Sheathing 8d Panel Edge nailing @ 6" o.c. {max.} 8d Panel Field nailing @ 12" o.c. (max.) - 2x6 at 16" oc wood stud R-21 batt insulation 1/2" gypsum board W1 9 1 11211 = 1'-0" 1" RIGID CONTINUOUS INSULATION OPTIONAL METAL FLASHING WITH 1/4" DRIP Turned Down Concrete Slab with 1 1/2" 2 _RI id Insulation 1 1/2" = 1'-0" VENTED AIRSPACE r— ATTIC INSULATION CONTINUOUS BEAD OF SEALANT 1' RIGID INSULATION OPTIONAL EXTERIOR INSULATED WALL 1 SILL SEALER UNDER PT PLATE CONTINUOUS BEAD OF SEALANT a D DA A D ;P,- FF 12", Min. TOP PLATE BUTT JOINT METAL CONNECTOR PLATE COMMON WALL STUD SINGLE TOP PLATE - EXTERIOR FRAMED WALL TOP PLATE BUTT JOINT METAL CONNECTOR PLATE INSULATION PROTECTIVE zo COVERING - FINISH GRADE #4 verticals, at 48" oc, max with standard ACI 90deg ;- = hook at the bottom iv #4 Continuous I..:.::; top and bottom Turned Down Concrete Slab with 1 1/2" 2 _RI id Insulation 1 1/2" = 1'-0" VENTED AIRSPACE r— ATTIC INSULATION CONTINUOUS BEAD OF SEALANT 1' RIGID INSULATION OPTIONAL EXTERIOR INSULATED WALL 1 SILL SEALER UNDER PT PLATE CONTINUOUS BEAD OF SEALANT a D DA A D ;P,- FF 12", Min. TOP PLATE BUTT JOINT METAL CONNECTOR PLATE COMMON WALL STUD SINGLE TOP PLATE - EXTERIOR FRAMED WALL TOP PLATE BUTT JOINT METAL CONNECTOR PLATE Single top plate splice with metal plate 01 1 /2" = 1'-01 /2" = 1'-0„ Welded wire fabric D - o L s U a E 0 6 MIL POLYETHYLENE (CONTINUE UNDER co ENTIRE SLAB) ELECTRICAL WIRE TOP PLATE EXPANDING FOAM SEALANT WALL STUD 112' GYPSUM BOARD 1x4 BLOCKING INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING 4 2 -Stud corner with 1 x4 backer 1 1/2" = 1'-0" PLUMBING TOP PLAT[ EXPANDIN SEALANT WALL STU A—Diameter of water heater plus 2" min. B—Maximum 2" AIR SEAL AT TOP PLATE ELECTRICAL AIR SEAL AT TOP PLATE PIPE PENETRATION PENETRATION Water Heater Pan 1 1/211 = 1'-0" 1 1/21' - 1 l-Olf ATTIC INSULATION WOOD TRUSS FRAMING SHEATH INTERIOR OF ATTICACCESSTO +1" OF INSULATION LEVEL 1' RIGID INSULATION ACCESS PANEL DRAWACCESS PANEL SNUG WITH PERIMETER SCREWS TRIMAS REQUIRED FINISH CEILING n AIR SEALING AT ATTIC HATCH 1 1/2-1 = 1'-0" 26 SINGLE TOP PLATE INSULATED HEADER 2112" RIGID INSULATION CORE 2x6 HEAD PLATE ROUGH OPENING 11 Site built insulated header 1 1/211 = 1'-0" AIR SEALING AT RECESSED LIGHTING IN ATTIC 1 1/211 = 1'-0" GYPSUM BOARD BOX ENCLOSURE ATTIC INSULATION ATTIC TRUSS i EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT DRYWALL CEILING RECESSED LIGHTING FIXTURE BLOCKING AS REQUIRED Date Received Lj N4 19 Original ubmiflal —221 To open drain, line should be at least 3/4" ID and pitched for proper drainage. ARO ALAIN M REBEYROL o EUGENE, OR ,c 5395 �0 0 COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 352-281-2285 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddon New ADU Construction Details PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr silo SCALE As indicated lt 1p N r O N u� SINGLE TOP PLATE COMMON WALL STUD Single top plate splice with metal plate 01 1 /2" = 1'-01 /2" = 1'-0„ Welded wire fabric D - o L s U a E 0 6 MIL POLYETHYLENE (CONTINUE UNDER co ENTIRE SLAB) ELECTRICAL WIRE TOP PLATE EXPANDING FOAM SEALANT WALL STUD 112' GYPSUM BOARD 1x4 BLOCKING INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING 4 2 -Stud corner with 1 x4 backer 1 1/2" = 1'-0" PLUMBING TOP PLAT[ EXPANDIN SEALANT WALL STU A—Diameter of water heater plus 2" min. B—Maximum 2" AIR SEAL AT TOP PLATE ELECTRICAL AIR SEAL AT TOP PLATE PIPE PENETRATION PENETRATION Water Heater Pan 1 1/211 = 1'-0" 1 1/21' - 1 l-Olf ATTIC INSULATION WOOD TRUSS FRAMING SHEATH INTERIOR OF ATTICACCESSTO +1" OF INSULATION LEVEL 1' RIGID INSULATION ACCESS PANEL DRAWACCESS PANEL SNUG WITH PERIMETER SCREWS TRIMAS REQUIRED FINISH CEILING n AIR SEALING AT ATTIC HATCH 1 1/2-1 = 1'-0" 26 SINGLE TOP PLATE INSULATED HEADER 2112" RIGID INSULATION CORE 2x6 HEAD PLATE ROUGH OPENING 11 Site built insulated header 1 1/211 = 1'-0" AIR SEALING AT RECESSED LIGHTING IN ATTIC 1 1/211 = 1'-0" GYPSUM BOARD BOX ENCLOSURE ATTIC INSULATION ATTIC TRUSS i EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT DRYWALL CEILING RECESSED LIGHTING FIXTURE BLOCKING AS REQUIRED Date Received Lj N4 19 Original ubmiflal —221 To open drain, line should be at least 3/4" ID and pitched for proper drainage. ARO ALAIN M REBEYROL o EUGENE, OR ,c 5395 �0 0 COMPOSITE ARCHITECTURE, LLC 1175 MCLEAN BLVD EUGENE, OR 97405 OWNER AMY SIDDON 1004 5th St Springfield, OR 97477 352-281-2285 amysiddon@gmail.com CONTRACTOR FORT ROCK CONSTRUCTION Contact: John Trombly 33100 Whetham Way Cottage Grove, OR 97424 541.767.1611 johnt@fortrockconstruction.com ccb: 140699 ARCHITECT COMPOSITE ARCHITECTURE, LLC Contact: Alain Rebeyrol, AIA 1175 McLean Blvd, Eugene, OR 97405 541.683.5762 rebeyrol@compositearchitecture.net No. Description Date Amy Siddon New ADU Construction Details PROJECT NUMBER R5-2019 DATE 6/17/2019 DRAWN BY gyr CHECKED BY amr silo SCALE As indicated lt 1p N r O N u�