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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/13/2019SOUTH El :ALF! 114" a I'- ATION I --C t {-It 1, t t ! . — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — J YATION : 1/,(+" a EXTERIOR SPECIFICATIONS AND NOTES: • WINDOW AND DOOR FLASHING: ALL EXTERIOR UNPROTECTED DOORS AND WINDOWS WITH TRIM SURROUNDS TO HAVE 7" METAL FLASHING ABOVE. • ALL DIMENSIONS ARE TO BE FACE OF FRAMING UNLESS NOTED OTHERWISE, - CONTRACTOR TO VERIFY ALL DIMENSIONS. • ALL EXPOSED JOINTS AND GAPS TO BE FILLED WITH HIGH CKADE SILICONE LATEX CAULKING OR AS RECOMMENDED BY MATERIAL. MANUFACTURER • OTHER: CONTRACTORS TO CONSULT WITH OWNER FOR FULL EXTERIOR TRIM DETAILS AND MATERIALS. • WINDOWS. -TO BE U-035, VINYL CLADDED, LOW -E. THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO BE THE FULL RESPONSIBILITY OF THE OU,JNER / BUILDER. THIS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE INTEGRITY OF THE BUILDING ENVELOPE AND THE FINAL MANUFACTURED TRUSSES. THE CONTRACTOR / BUILDER ASSUMES THE FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION OF ALL EXTERIOR FINISHES AND UJEATHERPROOFING. ,T ELEVATION El 6" LAP SIDING, TYP. 11 L— ------------------ —.____-----------_-------- ,T ELEVATION a ��c71 M 0 c� flCcesS" �we.tltrdj u,r<i� �'d uwc'�l JUN 13 2019 Original Submittal WALL LEGEND: ;;,, ; . -«a k,,, t� ;>,�% 1,,, 2x6 AT 16" or 24" o c. WOOD FRAMED WALL$ WITH 146" MINIMUM STRUCTURAL SHEATHING ATTACHED WITH 8d NAILS 6" oz. EDGES AND 12" oc. FIELD. R-21 BATT INSULATION AND GYP. SD. (TAPED JOINTS). INTERIOR FINISHES AND TRIM PER OWNER PROPOSED 2x4 at 24" o c. MAXIMUM WOOD FRAMED INTERIOR WALLS WITH GYP. BD. (TAPED JOINTS). INTERIOR FINISHES AND TRIM PER OWNER INSTALL OPTIONAL R-15 HIGH DENSITY BATT INSULATION. ® BEARING POINT LOCATION (PROVIDE SOLID BEARING - MINIMUM OF MEMBER BEARING WIDTH UNLESS NOTED OTHERWISE). ° ALL DIMENSIONS TO FACE OF STUD, IF.OS.), UNLESS NOTED OTHERWISE. • WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY BUILDER OR ARCHITECT. • EXTERIOR HEADERS TO BE 46 MINIMUM UNLESS NOTED OTHERWISE. • INTERIOR BEARING HEADERS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. �p © SMOKE / CARBON MONOXIDE ALARMS ARE TO BE INSTALLED 1N ACCORDANCE WITH SECTIONS R314 and 8315 OF THE 2014 OREGON RESIDENTIAL SPECIALTY CODE. THE SMOKE / CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED WITH A BATTERY BACKUP POWER SOURCE. THESE ARE SUGGESTED LOCATIONS, CONTRACTOR TO VERIFY THAT FINAL LOCATIONS COMPLY WITH CODE REQUIREMENTS. SHEAR WALL SCHEDULE: PER 2008 ORSC EXTERIOR BRACE PANEL: MIN. 4'-0" BRACE PANEL, MINIMUM 1/16" WOOD STRUCTURAL PANEL SHEATHING ON ONE SIDE, STUDS AT 24" oz, MAX., FASTENED WITH 8d NAILS at 6" = EDGES AND 12" oz. FIELD, ALL EDGES BLOCKED, MAXIMUM HEIGHT 121-011, ATTACHED CUT SHEETS FOR CONNECTION INFORMATION. ALTERNATE BRACE PANEL: 2'-8" MIN. BRACE PANEL, MAXIMUM HEIGHT IS 10 FEET, ABP's MAY REPLACE ms's WHEN CONSTRUCTED PER SECTION R602.10fo, (SEE DETAIL). ABP's REQUIRE SPECIAL TIE-DOU,N DEVICES, FASTENING, BLOCKING, A$ ' AND FOUNDATION DETAILING. INSTALL SIMPSON 6ST1520 ANCHOR BOLT WITH SIMPSON HDU4-SDS2.5 HOLDOWN ATTACHED TO A DOUBLE STUD MINIMUM. (4 LOCATIONS). MAXIMUM HEIGHT IS 10-0". CONSTRICTION NOTES: 36" INCH HEIGHT SOLID SURFACE COUNTER TOPS WITH 4" BACK SPLASH AND WITH CABINETS BELOW. CABINET CONTRACTOR TO PROVIDE SHOP DWGS. �2 DISHWASHER UNDER BASE CABINET, (24" WIDE VERIFY). PROVIDE 110v OUTLET BELOW SINK WITH TOP HALF SWITCHED FOR GARBAGE DISPOSAL AND BOTTOM HALF HOT FOR DISH WASHER 3 UNDER -MOUNT DOUBLE BASIN 299E SINK WITH HI -RISE GOOSE NECK REMOVABLE SPOUT FAUCET, VERIFY WITH OWNER REFRIGERATOR SPACE - VERIFY WITH OWNERS FOR WIDTH. INSTALL RECESSED PLUMBING FOR ICE MAKER. PROVIDE UPPER CABINETS, CABINET CONTRACTOR TO PROVIDE SHOP OWLS. ® WATER CLOSET: ELONGATED TOILETS, PROVIDE 15" MINIMUM SIDE CLEARANCE TO CENTER OF WATER CLOSET AND 24" MINIMUM FRONT CLEARANCE. a SINGLE BASIN 36" LAVATORY - SOLID SURFACE COUNTER WITH VANITY CABINETS BELOW. CABINET CONTRACTOR TO PROVIDE SHOP DRAWINGS. ® 5'-0" TUB/SHOWER UNIT WITH SURROUND TO 6'-10" MIN. HEIGHT, (SHOWER HEAD 6'-6") 18" INCH SHELF AT 66" WITH POLE BELOW, OR SHELF and DRAWER UNITS AND CLOSET ORGANIZERS. Zb ift 32'-0" '_2. im a4:C1�`%:°a;$iiy..wi's'.�i':!;i(�/s;;1 ;cC' :;,if%. S;%n :i/, Fi. '^''?'if'•�'st�': k'i{"if.::—.----------- ------------ No.20-- f f 0 X LIVING I f 11-0" .. ---------------- -- bt0x6/8-SLDR -- 4x8 Not W i T 2/8x6!8 2/8x6/8 2'-4" _ W I , I i? N F 6l N c!1 a i i i I N 1 in PA' Zb ift 32'-0" '_2. im a4:C1�`%:°a;$iiy..wi's'.�i':!;i(�/s;;1 ;cC' :;,if%. S;%n :i/, Fi. '^''?'if'•�'st�': k'i{"if.::—.----------- ------------ No.20-- f f 0 X LIVING I f 11-0" .. ---------------- -- bt0x6/8-SLDR -- 4x8 Not W i T 2/8x6!8 2/8x6/8 2'-4" _ W I , I i? N 1 l� 6l c!1 i i i I PA' N N N Zb ift 32'-0" '_2. im a4:C1�`%:°a;$iiy..wi's'.�i':!;i(�/s;;1 ;cC' :;,if%. S;%n :i/, Fi. '^''?'if'•�'st�': k'i{"if.::—.----------- ------------ No.20-- f f 0 X LIVING I f 11-0" .. ---------------- -- bt0x6/8-SLDR -- 4x8 Not W i T 2/8x6!8 2/8x6/8 2'-4" O gp 9/4x11/8 SEDROOM 2 a 4222 COMMERCE STR Eugene, OR 97402 SUITE - E-7 (541) 284-2126 Fax: (541) 284-2126 Cell: (541) 517-4304 C v ale, C��y KITCHEN Oil 9/4x11/8 5EDROOM I NEW ACCESSORY DWELLING UNIT EXISTINCs RESIDENCE 305 39th STREET CLIENT: SPRIWIELD, OREGON LITTEN INC. PO BOX 40994 EUGENE, OR 91404 541-206-8102 r i l9 _ G, 14� _ I , I i? N 1 l� ^ i i i I PA' O gp 9/4x11/8 SEDROOM 2 a 4222 COMMERCE STR Eugene, OR 97402 SUITE - E-7 (541) 284-2126 Fax: (541) 284-2126 Cell: (541) 517-4304 C v ale, C��y KITCHEN Oil 9/4x11/8 5EDROOM I NEW ACCESSORY DWELLING UNIT EXISTINCs RESIDENCE 305 39th STREET CLIENT: SPRIWIELD, OREGON LITTEN INC. PO BOX 40994 EUGENE, OR 91404 541-206-8102 r i l9 _ G, 14� ReceivedDate JUN 1.3 2 DRWN: travis DATE: 6-11-19 REV: CAD FILE: IS036 SHEET 2 OF 6 SHEETS _ I i o� Xi � �f j N ReceivedDate JUN 1.3 2 DRWN: travis DATE: 6-11-19 REV: CAD FILE: IS036 SHEET 2 OF 6 SHEETS CONCRETE NOTES: • STEEL REINFORCEMENT: GRADE 60, (No.4 BARS), ASTM A-615. PLACE PER ACI CODE AND STANDARD$. • CONCRETE; READY MIXED, AIR ENTRAINED, ASTM C-94 t ASTM C-260 STRENGTH: Pe a 3000 psi. AT 28 DAYS. DESIGNED: Pc a 2500 pet., (NO SPECIAL INSPECTION REQUIRED) • LAP HORIZONTAL STEEL MINIMUM 24" FOR NoA BARS, AT ALL CORNERS, STEPS, AND SPLICES. • EXCAVATE TO PROVIDE FOR THE INDICATED CONSTRUCTION AND CONFORM TO THE FINISH GRADES, FOOTING ARE TO BEAR ON UNDISTURBED LEVEL SOIL, DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW GRADE. REMOVE EXCESS MATERIALS FROM JOB SITE. • PERFORATED AND NON -PERFORATED DRAIN PIPE TO BE SCHEDULE 40 AS$, or PVC-DWV PIPE AND FITTINGS, SEE DRAWING FOR SLOPE. JOINT$ AND FITTINGS TO BE SOLVENT WELDED. • FOOTINGS TO SEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED FILL BY SOIL$ ENGINEER PLACED ON THE UNDISTURBED NATIVE SOIL. • EXCAVATE THE SITE AT ALL CRAWL SPACES TO PROVIDE A MIN. OF 18" BETWEEN BOTTOM OF GIRDERS AND GRADE. • ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED. • SOIL BEARING PRESSURE ASSUMED TO BE 1500 psi. 1/2" 01a. ANCHOR BOLTS WITH 0229"x3"x3" STEEL PLATE WASHERS AT 6'-0" O.C. MAXIMUM. (2) ANCHOR BOLTS MINIMUM PER LAP SIDING FOUNDATION PLATE, AND (1) SOLT WITHIN 12" OFF THE END OF EACH PLATE. EMBED ANCHOR BOLTS 7 MINIMUM INTO CONCRETE. P.T. 2x(o SILL SLOPE FIN. GRADE AWAY E •• N .O� ° M o � 2'i SEE FND. PLAN I=00TING DETAIL. ALE: 1" m P-0" 51/2" CONC. SLAB, SEE FND, PLAN FOR CALL -OUT 2" c r. l2) CONT. No. 4 BARS UNDISTURBED SOIL SIMPSON SST1520 ANCHOR BOLT WITH SIMPSON 1-101.14-6082S HOLDOUN 211•6" L 10'-6" r----------- i I I � I I --------- ------ ------------------------------------------------------------------- --------- it "'� i l I rJ---J---L---I--I Ii I I I I I { ( L ------------- J 5 1/2" CONCRETE SLAB { I { FLOOR BY 011KER I I , `'-�' :may t n l ----------------- ' L-------� --------- -----------� U ' ----------t - - ----- lA 04 ` II x 3 II OF I I I I tl t j l I j l i fi t l I {`h II I 111 I t I I{ i „ i t ' I " i iii { ."-• 1`r h " t I I I 1 III I �I I{ �I1I t'1 — -----— 11 I I --- I I --.. -- -- �—'_TTI—�.. — ----------� ATION a 1'-m" 4222 COMMERCE Q Eugene, OR 97402 SUITE - E-7 (541) 284-2126 Fax: (541) 284-2126 Cell: (541) 517-4304 32'-0" p�U N"EW ACCESSORY DWELLING UNIT EXISTMs RESIDENCE 306 39th STREET CLIENT: SPRIT IELD, OREGON L ITTEN INC. PO BOX 40994 EUGENE, OR 91404 541-206-8102 jUN 13 20149 ofiginal .. , ' DRWN: travis DATE: 6 -11 -IS REV: CAD FILE: 19036 SHEET 3 OF 6 SHEETS ROOF FRAMING GENERAL NOTES: • ALL OTHER HEADERS NOT INDICATED ON PLANS TO BE MIN. 4x6 Not OR Btr. • ALL TRUSSES AND RAFTERS TO BE NAILED TO TOP PLATE AT EACH M OF EACH TRUSS WITH (2) Ibd NAILS - AND, SIMPSON H1, for equal), WIND SEISMIC TIE. • ENGINEERED TRUSSES SHALL PROVIDE LATERAL BRACING, TOP / BOTTOM CHORDS, BLOCKING AND METAL TIES TO TOP PLATE. • PROVIDE MIN. 22" x 30" ATTIC ACCESS IN CEILING, SITE LOCATE. cp • SEE FLOOR PLAN AND ROOF FRAMING PLAN FOR HEADER SIZES. • ALL TRUSSES AT 24" oz, PER CALCULATIONS AND LAYOUT PER TRUSS MANUFACTURER, SEE ATTACHED CUT SHEETS. • SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY BUILDER AND DESIGNER OF ANY DISCREPANCY, TYPICAL. • GABLE END BRACING AS REQUIRED PER TRUSS MANUFACTURER. • ROOFING: ASPHALT SHINGLE ROOFING. MANUFACTURER, COLOR AND STYLE BY OWNER, MEETING B APPROVAL OF THE LOCAL AGENCY. w • ROOF SHEATHING, (TYP.) UNLESS NOTED OTHERWISE1/1611 MINIMUM STRUCTURAL SHEATHING PERPENDICULAR TO RAFTERS OR TRUSSES, STAGGER JOINTS 2'4" MINIMUM. • ALL DIMENSIONS TO FACE OF STUD, IFASJ, UNLESS NOTED OTHERWISE. • ALL WINDOWS TO HAVE VINYL FRAMES. SEE EXTERIOR ELEVATIONS FOR DIRECTION OF OPERATION AND LOCATION OF MUNTIN BARS, (ALL OPERABLE WINDOWS TO HAVE SCREENS), 91 PRE-ENGINEEREp TRUSSES WITH 1/16" MINIMUM STRUCTURAL ROOF SHEATHING ATTACHED WITH 8d COMMON NAILS (2 1/2" x 0.131") AT 6" oc. EDGE AND 12" as FIELD. INSTALL ROOFING FELT AND ASPHALT ROOF SHINGLES PER SECTION RW52 OF THE ORSC. MAINTAIN i" AIR SPACE --� � ����� S PROVIDE INSULATION BAFFLE FRIEZE BLOCK �--- 2x6 FASCIA \ WWI 01tI=RHANG D.S. NOT SHOWN, OUTLET TO EXISTING STOf21"i WATER COLLECTION SYSTEM DETAIL SCALE: 1" = 1'-0" 3 �-- R-49 BATT INSULATION 1/2" GYPSUM CEILING BOARD RAISED HEEL TRUSS FOR INSULATION PER TRUSS MANUFACTURER SIMPSON Hi CLIP, TYPICAL AT EA. TRUSS, EA. END DBL. TOP PLATE SAVE VENTILATION = (I) sq. ft. PER 150 sq. ft. OF ATTIC AREA, or (1) sq. ft. PER 300 sq. ft. WITH ONE-HALF (3) FEET ABOVE EAVES AND ONE-HALF AT EAVES. 16" 4'-0" O.H.I 32'-011 2x6 FASCIA 16" O.H. 0 I i � ---- ---- ----- - -- ---- - - ----- ---- :_ __ ---- 1111 ----- - ---- -- ---- ---- --- ----- ----- - -- ---- --- -�_ ---- 4x8 Not -- ---- ---- ----- 48 Not --- _ --- � � { { , I I _ I C4 i FASCIA r. Iil I-- ---- ---- ill J� I I _ i IL =J �I 4X8 I PRE-ENGINEERED SCISSORS TRUSSES AT 2411 oc. N 4x8.__`_�� fi L_L----- I � II FASCIA i i II I I i L_--- I c_ --.,;n I�i— ---- --I-- ----� ---r—i 1 I� II I� I I II ) I r 1 1 1 IIS i Ili i I II iI , I ii, I II I I 'La L 1 fill1 1 I --- --- -- --- --- --- anF tttql.--- ----- ------------ - ---- ---- 0 � 19,111, 4'-0 O.H. m miIS% CONTRACTOR AND TRUSS MANUFACTURER TO CONFIRM TRUSS DIMENSIONS, PITCH, LAYOUT AND CONSTRUCTION PRIOR TO ORDERING AND MANUFACTURING ANY TRUSSES. �c�i,.tz�e ,Desz�n 4222 COMMERCE STO Eugene, OR 97402 SUITE - E-7 (541) 284-2126 Fax: (541) 284-2126 Cell: (541) 517-4304 m \-k lb F� NEW ACCESSORY DWELLING UNIT EXISTING RESIDENCE 306 39th STREET SPRINGFIELD, OREGON CLIENT: LITTEN INC. PO BOX 40994 EUGENE, OR 91404 541-206-8102 16" D.H. Date Received JUS! 13 " f;J Original Submi ,,l ' DRWN: travis DATE: 6-11-19 REV: CAD FILE: 19036 SHEET OF 6 SHEETS STRUCTURAL PANEL EDGE JOINT OVER BLOCKING 1800 lb. HOLD DOWN, (2) PER PANEL TOTAL (USE SIMPSON HOU4-5052.57 OR EQUAL). III BTM. PLATE (1) no.4 HORIZ. 2x STUDS at 16" oc. HEADER PER ROOF FRAMING PLAN 2x TRIMMER MIN. 1116" STRUCTURAL PANEL BOTH SIDES, Sd NAILS at 6" 04, EDGES, 8d NAILS at 12" oz. FIELD. FOOTING SHALL BE CONTINUOUS ACROSS ENTIRE LENGTH OF BRACED WALL LINE REINFORCE WITH MIN. (2) noA BARS EXTEND 10-0" BEYOND THE PANEL FOUNDATION WIDTH SHOWN IS AT GARAGE CORNER - EXTEND AS REQUIRED FOR OTHER LOCATIONS. -(2)1/211 DIA. x 10"A.5. SILL PLATE --FOOTING CIJ 1// 11 I I 2" c1r. SEE FND. PLAN NOTE: WHEN INSTALLED AT 2nd STORY, 1800 Ib 14OLOMS REQUIRED TO SECURE ALTERNATE BRACE PANEL TO WALL FRAMING BELOW. NOT REQ'D FOR � MONO POUR °s „ (2) no.4 DOWELS _- j 18 6D" FOOTING SHALL BE CONTINUOUS ACROSS ENTIRE LENGTH OF BRACED WALL LINE, RINFORCE WITH (2) No.4 CONT. BARS at BTM OF FTG., WITH 90' BEND AND CONTINUE IN TO FOOTING 10" MIN. FROM EACH SIDE OF END WALL ALTERNATE 13RACE PANEL A�3F' SCALE: 3/411 a P -Oil PRE-ENGINEERED TRUSSES WITH 1/16" MINIMUM STRUCTURAL ROOF SHEATHING ATTACHED WITH 8d COMMON NAILS (2 1/2" x 0.131") AT 6" oz. EDGE AND 12" oz, FIELD. INSTALL ROOFING FELT AND ASPHALT ROOF SHINGLES PER SECTION 8905.2 OF THE ORSC. SIMPSON HI TIE SEDROOM 2 ATTIC R-49 INSULATION 1/2" GYPSUM — CEILING BOARD 12 fro LIVING SIMPSON HI TIE R-21 INSULATION 2x4 AT 16" oz. INTERIOR 2x6 AT 16" oz. EXTERIOR WALL WITH DRAINABLE NON BEARING WALL HOUSE WRAP / VAPOR BARRIER AND WITH 1/16" MINIMUM STRUCTURAL SHEATH AND ROUGH SAW BATTS AT 24" oa. EXTERIOR FINISH. 51/211 MIN. CONCRETE SLAB WITH REINFORCEMENT BY OWNER CTION 1/2" 0 P. 4222 COMMERCE TO Eugene, OR 97402 SUITE - E-7 (541) 284-2126 Fax: (541) 284-2126 Cell: (541) 5174304 (lop 811-1q�Ot�1�No �t`I P� P�in°v(19 NEW ACCE550R"T DWELLING UNIT EXISTING RESIDENCE 306 3gth STREET CLIENT: SPRINGFIELD, OREC-sON LITTEN INC. PO BOX 40994 EUGENE, OR 91404 541-206-8102 JUN 13 2019 ' DRWN: travis DATE: 6-11-19 REV: CAD FILE: 19036 SHEET 5 OF 6 SHEETS GENERAL REQUiREMENTS and MATERIAL. SPECiFICATIONS: GENERAL REQUIREMENTS 1. Codes - Construction to comply with the following codes as adopted bg Local Agency : • 2011 Oregon Reetderittal Speclaltg Code ( ORSC) : • 20M Oregon Electrical Specialty Code l OESC) : • 2011 Oregon Plumbing Specialtg Code ( OPSC) : • 2014 Oregon Energy Efficiency Speciaitg Code ( OEESC ) : 3. The contractor is responsible for coordinating the work of the subcontractors and trades. 4. Shop drawings required bg the contract drawings, or materia# specifications ehail be submitted to the owner and engineer for review and approval, prior to fabrication. 5. Materials are to be handled, stored and installed in compliance with the manufacturer's recommendations. 6. The contractor shall provide the necessary temporary shoring t bracing as required until all final connections have been completed in accordance with the drawings In order to maintain a safe work environment. 1. The Contractor "if verifg all dimensions with owner before commencing work All Standards referred to In the pians and specifications shall apply to the latest edition of such standards for materials, equipment, Installation or fabrication methods which are not specified in the plans and specifications. The minimum standard indicated in the designated code shall apply. 8. The notes and details on this sheet aregeneral. Specific information on the drawings differing from these notes shall apppig. €JTrittem dimensions have precedence over scaled dimensions. 00 NOT SCALE ORAWiNGS. 9. Work to be performed and scheduled to cause the least disruption to the building occupants and operations. 10. Substitute or equivalent materials, equipment, fixtures or other Items of construction may be considered bg the owner and engineer upon submission of adequate Information to justify such substitution. 11. Contractor to remove excess materials and debris from site and leave work areas to a clean condition upon completion of work 12. Any changes from these plane must be approved bg the engineer of record and/or appropriate agency prior to or during construction. 13. The Contractor shall verify all utility locations prior to construction or excavation. 14. Blocking - 2X width of stud or roof rafter, shall be provided at ceiling and roof #Ines so that the unbraced length of any framing does not exceed 10'-011. - SITE WOW 1. Excavate to provide for the indicated construction and conform to the finish grades. Remove excess materials from site. 2. Footings to bear on undusturbed native soil or engineered fill bg Soils Engtnser placed on undisturbed native e011. 3. Any fill under grade supported slabs to be a min. of 4" of gravel compacted to 959* of a standard proctor, per ASTM 0-1556. 4. Storm and rainwater drain lines: Schadu#s 40 ABS, or PVC -OW pipe and fitting, 1/8" per foot Joints and fittings to be solvent welded. Connection to down spout to be 12" above finished grade. - CONCRETE 1. Footings, stem walls, wails, interior and exterior slabs on grade: Ready mixed, air entrained, ASTM C-94 t ASTM C-260. Strength • 3000 pe# minimum at 28 days. Designed = 2500 pat, no special inspection required. 2. Steel Reinforcement : Grade 60 Minimum , ASTM A-615 . Place per ACI Code and Standards . Lap continuous No.4 Bare 24" Minimum and Nos Bars 30" Minimum at all Corners , Steps , and avpiices . 3. Exterior slabs and walks are to have a light broom finish. Slope uncovered slabs and walks a minimum of 1/4" per foot for drainage. - METALS 1. Prefabricated gaming Anchors: Simpson Strong Tie Compang Inc, 8996 West Las Positas Blvd. Pleasanton, GA 94388. Designation on plans are from catalog C-0-2019 . 2. Anchor bolts, Threaded Rods, Thru-Bolts and Lag Screws installed in pressure treated members are required to be hot d1121ed_galyaniiad, or Tune 304 or 316 stainless steel. 3. All fasteners, hangers, and other connectors in contact with pressure treated materials are to be hot -dip galvanized, zinc -coated galvanized steel, or stainless steel per ORSC 83113.1 . 4. All anchor bolts shall include Steel plate washers, a minimum of 0.229" thick x3"x3" in size. These washers are to be located between the top of the sill plates) and the nut as per ORSC R602JU. S. All Simpson Framing Anchors and Connectors installed Outdoors or in contact with pressure treated members are required to be h2t d11212ad galvanized or IMAX Coated per Simpson $tong -Tie® Instructions. - WOOD FRAMING AND PLASTICS 1. Construction: Wood construction per Conventional Construction Requirements of chapters 5, 6, and 8 of the 2011 Oregon Residential Spectaltg Code, 2. Fasteningg of Structural Members - Residential Per 112011 Oregon Residential Specialty Code", -TABLE 8602311), 3. Evidence of Grade: Grade mark of an approved grading organization having ,jurisdiction must appear on each piece of material. 4. Trim: Furnish and install necessary trim and molding including miscellaneous hardware. 5. Framing Lumber: Douglas Fir / Larch 848, to standard dimensions - 2x and 4x framing to be No. 2 or better, 6 x framing to be No. 2 or better, P.T. to be No. 2 or better, and Purring and Blocking to be No. 3 or better . 6. Pressure Treated Lumber: Sill plates, foundation plates and embedded columns in contact with concrete - to be 42 hem -Fir, pressure treated lumber (unless noted otherwise) that conforms to AWPA standards Ui (commodity specification A ) and M4. 6. Roof Sheathing: APA rated sheathing, exposure 1. Panel span rating 32/16 minimum 1/16" thickness. Grade mark bg APA or other approved agency. APA rated plywood sheathing, exposure 1. Panel span rating 32/16 minimum 15/32" thickness. Grade mark bg APA or other approved agency. Attachments: Place eheet6 perpendicular to roof trusses or framin�q and staggered joints. Unblocked diaphragm. 8D Common nails (2 1/2" x 0.131') at 6" O.G. at supported edges and 12" o.e. at intermediate framing members. 9. Wall Sheathing: APA rated sheathing, exposure i. Panel span rating, 24/0 minimum 1/16" thickness. Grade mark bg APA or other approved agency. Attachments: Place sheets perpendicular to etude and staggered ,joints. Unblocked diaphragm. 80 Common malls (2 i/2" x 0.13111) at 6" OG. at supported edges and 12" O.C. at intermediate framing members. 10. Prefabricated Wood Roof Trusses: Design bg fabricator to fit dimensions indicated on pians and loads indicated below: Top Chord: 25 pef L.L. 1 psf D.L. Bottom Chords 0 psf L.L. 10 psf D.L. METAL -PLATE Connected Wood Trusses "If com ig with ORSC R802.102, and meet the design, manufacture, and quality assurance as set forth bg ANSI/TPI-i. Fabricator responsible for designing necessary bridging end bracing Contractor responsible for installing required bracing during erection. Submit shop drawings stamped by a Registered Oregon Engineer. 4222 COMMERCE STO Eugene, OR 97402 SUiTE - E-7 (541) 284-2126 Fax: (541) 284-2126 Cell: (541) 517-4304 - THERMAL 4 MOISTURE PROTECTION I, insulation: Wails, R-21 fiberglass batt insulation with integral one perm rated vapor barrier placed on warm side of wall. Roof/Ceiling, R:-49 ( R-38 vaulted ) fiberg#ass batt Insulation with integral one perm rated vapor barrier placed on warm side of framing. 2. Roof Covering: -Class B minimum asphalt shingle roof assembig. Each package of shingles shall bear the label of an approved agency. 3. Plashing: 26 gauge galvanized sheet metal with baked on enamel finish, color bg owner. 4. Sealant and Caulking: Polyurethane sealant, gun applied, color bg owner. -Caulking eha11 be of a type that is compatible with all adjacent surface material. - DOORS AND WINDOWS 1. Windows and Doors to be installed as per manufactures instructions and specifications 2. Windows and doors must most the requirements of Chapter 11 and TABLE N1101.10) and two additional measures from TABLE N1101.1(2) of the 2014 Oregon Residentai Specialty Code. Windows to have a maximum rating of U=039, Exterior Doors U•0.20, and Exterior Doors with more than 2.8 eq, ft. of glazing U■0.40. 3. Doors and windowe: to be fully weather-stripped, caulked, Basketed, or otherwise treated to limit air infiltration. 4, All windows within 18" of the Floor and within 24" of any Door shall have tempered glazing. All windows shall be dual glazed, sizes as noted on plans. Caulk around all windows, tgppical. Each bedroom to have a minimum window opening of 5.1 eq. ft. with a minimum width of 2011, a minimum window height of 2411, and a maximum sill height of 44" measured from the finished floor to the bottom of the clear opening . 51c 4y flu W l�'1+en Date Received JUIN 13 ""' Original Subrrfiftal__-�_�_ NEW ACCE550m I DWE:LL iNG UNiT DRwN: trawls DATE: &-11-1S REV: CAD FILE: 19036 EXi61 RESIDENCE 31 * 39th STREET CLIENT: SPRIWIELD, MC40N LITTEN INC. Po Box 40"4 SHEET E,iGD E, OR $1404 541-206-8102 0F 6 SHEETS