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Home My WebLink AboutPlan, Tentative APPLICANT 4/12/2022if C6 0 - Id -7,3 f/_ e, 7-c- - elan 1,,o r cove-eo� 40 to -3 4Z( of 00 1^T 1 1\II 1, 1 1 1 . (21 EAST ELEATION 1I ACALIF: 1/4" = P -m" MATCH SIDING TO THE PRIMARY RESIDENCE MATCH SIDING TO THE PRIM RESIDENCE NORTH ELEVATION :ALE: 1/4" = 11-0" WEST ELEVATION rzN SOUTH ELEVATION SCALE: 1/4" = V-0 1 I SCALE: 1/4" = 11-0" EXTERIOR SPECIFICATIONS AND NOTES: • WINDOW AND DOOR FLASHING: ALL EXTERIOR UNPROTECTED DOORS AND WINDOWS WITH TRIM suRROUNDS TO HAVE 7" METAL FLASHING AEOVE. • ALL DMSIONS ARE TO 5E FACE OF FRAMING UNLESS NOTED OTHERWISE, - CONTRACTOR TO VERIFY ALL DIMENSIONS. • ALL EXPOSED JOINTS AND GAPS TO 5E FILLED WITH HIGH GRADE SILICONE LATEX CAULKING OR AS RECOMMENDED EY 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 71-4E FULL RE8PON9161LITY OF- THE OWNER / BUILDER. THIS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE INTEGRITY OF THE BUILDING ENVELOPE AND THE FINAL MANUFACTURED TRUSSES. THE CONTRACTOR / BUILDER ASSUMES THE FULL RESPONS151LITY FOR THE CORRECT INSTALLATION OF ALL EXTERIOR FINISHES AND WEATHERPROOFING. JWcl�,eere ,Des4 ?jk 4222 COMMERCE STR. Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 'sh mcintiredesign@gmail.com i MATCH SIDING TO THE PRIMARY RESIDENCE NEW ACCESSORY DWELLING UNIT EXISTING RESIDENCE 1241v 5th STREET CLIENT: SPRIWIELD, OREGoN MIKE SIMS 40594 MCKIDOE HWY 6PRIWIELD, OR 91418 541-510-0552 ( DRWN: travis DATE: 6-11-19 REV: 2-24-21 CAD FILE: 19033 SHEET .01 OF 6 SHEETS WALL LEGEND: 2x6 AT 16" or 24" o.c. WOOD FRAMED WALLS WITH 1116" MINIMUM STRUCTURAL SHEATHING ATTACHED WITH 8d NAILS 6" o c. EDGES AND 12" o c. FIELD. R-21 BATT INSULATION AND GYP. BD. (TAPED JOINTS) INTERIOR FINISHES AND TRIM PER OWNER. PROPOSED 2x4 at 24" oz. 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, (F.O.S.), 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 46 MINIMUM UNLESS NOTED OTHERWISE. 51� 0 SMOKE / CARBON MONOXIDE ALARMS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS 8314 and 8315 OF THE 2014 OREGON RESIDENTIAL SPECIALTY CODE. THE SMOKE / CAS 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" o.c. MAX., FASTENED WITH ed NAILS at 6" o.c. EDGES AND 12" o.c. FIELD, ALL EDGES BLOCKED, MAXIMUM HEIGHT 12'-011. BP 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 R602.10Io, (SEE DETAIL). ABP'S REQUIRE SPECIAL TIE -DOWN DEVICES, FASTENING, BLOCKING, AND FOUNDATION DETAILING. INSTALL SIMPSON 6ST520 ANCHOR BOLT WITH SIMPSON HDU4-SDS2B HOLDOWN ATTACHED TO A DOUBLE STUD MINIMUM. (4 LOCATIONS). MAXIMUM HEIGHT 16 10'-011 . �t e CONS7Rl,lCtION NOTES: 0 36" INCH HEIGHT SOLID SURFACE COUNTER TOPS WITH 4115ACK SPLASH AND WITH CABINETS BELOW. CABINET CONTRACTOR TO PROVIDE SHOP DW35. 0 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. 03 UNDER -MOUNT DOUBLE BASIN DEEP 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 0 PROVIDE UPPER CABINETS. CABINET CONTRACTOR TO PROVIDE SHOP DWGS. ® WATER CLOSET: ELONGATED TOILETS. PROVIDE 15" MINIMUM SIDE CLEARANCE TO CENTER OF WATER CLOSET AND 24" MINIMUM FRONT CLEARANCE. (D 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'-(011). O 18" INCH SHELF AT 66" WITH POLE BELOW, OR SHELF and DRAWER UNITS AND CLOSET O%ANIZERS. SCALE: -1/4" = 1'-0" 4222 rnhAMERCE STP Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 r 41� NEW ACCESSORYDWELLIN.n UNIT EXISTING rzSIDENCE 1240 5th STREET SPRINGFIELD, OREGM CLIENT: MIKE 51M8 40594 MCICEN,ZIE HWT SPRINGFIELD, OR 91418 541-510-0551 J. r(DRWN.: travis DATE: �0-11-19 REV: CAD FILE: 19033 SHEET 2 OF 6 SHEETS CONCRETE NOTES: • STEEL REINFORCEMENT: GRADE 60, (No -4 BARS), ASTM A-615. PLACE PER ACI CODE AND STANDARDS. • CONCRETE: READY MIXED, AIR ENTRAINED, ASTM C-94 4 ASTM C-260 STRENGTH: Pc 3000 psi. AT 28 DAYS. DESIGNED: Pc = 2500 psi., (NO SPECIAL INSPECTION REQUIRED). • LAP HORIZONTAL STEEL MINIMUM 24" FOR No4 BARS, AT ALL CORNERS, STEPS, AND SPLICES. • EXCAVATE TO PROVIDE FOR THE INDICATED CONSTRUCTION AND CONFORM TO THE FINISH GRADES. FOOTING ARE TO SEAR ON UNDISTURBED LEVEL SOIL, DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW GRADE. REMOVE EXCESS MATERIALS FROM J05 SITE. 10'-6" to, 21'-(0" � I I • PERRFORATED AND NON -PERFORATED DRAIN PIPE TO BE SCHEDULE 40 A56, or PVC-DWV PIPE AND FITTINGS, SEE DRAWING; FOR SLOPE. JOINTS AND FITTINGS TO BE SOLVENT WELDED. • FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED FILL BY SOILS ENGINEER PLACED ON THE UNDISTURBED NATIVE SOIL. • EXCAVATE THE SITE AT ALL CRAWL SPACES TO PROVIDE A MIN. OF 18" BETWEEN 50TTOM OF GIRDERS AND GRADE. - • SOIL BEARING PRESSURE ASSUMED TO BE 1500 psf. N LAP SIDING —� P.T. 2x6 SILL SLOPE FIN. GRADE AWAY---\ z_ h MIU 1/2" Dia. ANCHOR BOLTS WITH 0.229"x3"x3" STEEL PLATE WASHERS AT 6'-0" O.C. MAXIMUM. (2) ANCHOR BOLTS MINIMUM PER FOUNDATION PLATE, AND (1) BOLT WITHIN 12" OFF THE END OF EACH PLATE. EMBED ANCHOR BOLTS 1" MINIMUM INTO CONCRETE. 5 1/2" CONIC. SLAB, SEE FND. PLAN FOR CALL -OUT 2„ 211 clr. clr. SEE FND. PLAN FOOTING DETAIL `TLE: 1" = 1'-0" D (2) CONT. No. 4 BARS UNDISTURBED SOIL Fr-------------------------------------------------------------------- ----------------- — — I SIMPSON SST520 ANCHOR i I I ---------------- -- N � --- � ' BOLT WITH SIMPSON i-+--- HDU4-SDS2.5 HOLDOWN I I _p I I I I II I L -------------J II Jt IL I 51/2" CONCRETE SLAB I FLOOR BY OWNER I I I LT I It ------------ I I -it F ---------t I 11- L-�---------- t�---_- --- ------------------fi— ,------,I------ u ----------------------------- r - I ' I I \\ I ----- - 1I --'-,i t tLd I 2 I II j j j l I j �'u ' _j I ' I I II I I I i i t I ---1--n r---1--1 I I II I I I I I I I II I iLj I Isl (j l II I' 11 I l i I it I I I I 1 tt I I t j' I L- I I I I ti_� I ---------IT 1'-"T-h'-------t--ry---tl---- --- -- - I L ---------- ----------------I I-1----J-t----------------J----JLL---i- 1 1-------------------------� SCALE: 1/4" = 1'-0" 4222 COMMERCE STD Eugene, OR 97402 SUITE - 2K (541) 234-2126 Cell: (541) 517-4304 mcintiredesign@gmaii.com 321-011 NEW ACCE55ORY DWELLINn UNIT EXISTING RESIDENCE 1246 5th STREET S1—MINCFIELD, OREGON CLIENT: MACE SIMS 40594 nMENzie +awr SPRINGFIELD, OR 91418 541-510-0552 7 DRWN: travis DATE: 6-11-19 REV: CAD FILE: IS033 SHEET OF F) SHEETS PROVIDE INSULATION BAFFLE —� FRIEZE BLOCK �— 2x6 FASCIA -1 a 16" OVERHAWG D.S. NOT SHOWN, OUTLET TO EXISTING STORM WATER COLLECTION SYSTEM EAVE DETAIL SCALE: I" O 1'-0" 12 R-49 BATT INSULATION 1/2 GYPSUM CEILING BOARD RAISED HEEL TRUSS FOR INSULATION PER TRUSS MANUFACTURER SIMPSON 141 CLIP, TYPICAL AT EA. TRUSS, EA. END DBL. TOP PLATE EAVE VENTILATION z- (1) (1) 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. 1G. if �7�_/lt�� II nen fi It ROOF FRAMING PLAN SCALE: 1/4" = V-011 CONTRACTOR AND TRUSS MANUFACTURER t0 CONFIRM TRUSS DIMENSIONS, PITCH, LAYOUT AND CONSTRUCTION PRIOR TO ORDERING AND MANUFACTURING ANY TRUSSES. �icll,,tz�e .De�e�h 4222 c®nnlviERCE STD Eugene, OR 97402 SUITE - 2K (541) 264-2126 Cell: (541) 517-4304 •- •r�� NEW ACCESSORY DWELLINn UN IT EXISTINCs RESIDENCE 1240 5th STREET SPRINGFIELD, OREGON CLIENT: MIKE SIMS 40594 MCKENTIE NWT SPRMGFIELD, OR 91418 541-5KD-0552 7 DRWN: travis _ DATE: 6-11-19 REV: CAD FILE: 19033 SHEET OF 6 SHEETS ORF F AMING GENER�� NOTES: • ALL OTHER HEADERS NOT INDICATED ON PLANS TO BE MIN. 46 Not OR Btr. • ALL TRUSSES AND RAFTERS TO BE NAILED TO TOP PLATE AT EACH END OF EACH TRUSS WITH (2)16d NAILS - AND, SIMPSON Hl, (or equal), WIND SEISMIC TIE. • ENGINEERED TRUSSES SHALL PROVIDE LATERAL BRACINCs, TOP / BOTTOM CHORDS, BLOCKING AND METAL TIES TO TOP PLATE. • PROVIDE MIN. 22" x 30" ATTIC ACCESS IN CEILING, SITE LOCATE. • SEE FLOOR PLAN AND ROOF FRAMING PLAN FOR HEADER SIZES. • ALL TRUSSES AT 24" oc. 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 APPROVAL OF THE LOCAL ICY. • ROOF SHEATHING, (TYP.) UNLESS NOTED OTHERWISE): 1/16" MINIMUM STRUCTURAL SHEATHING PERPENDICULAR TO RAFTERS OR TRUSSES, STAGGER JOINTS 2'-0" MINIMUM.t • ALL DIMENSIONS TO FACE OF STUD, (F.O.S.), UNLESS NOTED OTHERWISE. ib C4 • ALL WINDOWS TO HAVE VINYL FRAMES. SEE EXTERIOR ELEVATIONS FOR DIRECTION OF OPERATION AND LOCATION OF MUNTIN BARS, (ALL OPERABLE WINDOWS TO HAVE SCREENS) PRE-ENGINEERED TNJISSES WITH 1/16" MINIMUM STRUCTURAL ROOF SHEATHING ATTACHED WITH 8d COMMON NAILS (2 1/2" x 0.1319 AT 6" oc. EDGE AND 12" ac. FIELD. INSTALL ROOFING FELT AND ASPHALT ROOF SHINGLES PER SECTION 89052 OF THE ORSC. 12 MAINTAIN 1" AIR SPACE PROVIDE INSULATION BAFFLE —� FRIEZE BLOCK �— 2x6 FASCIA -1 a 16" OVERHAWG D.S. NOT SHOWN, OUTLET TO EXISTING STORM WATER COLLECTION SYSTEM EAVE DETAIL SCALE: I" O 1'-0" 12 R-49 BATT INSULATION 1/2 GYPSUM CEILING BOARD RAISED HEEL TRUSS FOR INSULATION PER TRUSS MANUFACTURER SIMPSON 141 CLIP, TYPICAL AT EA. TRUSS, EA. END DBL. TOP PLATE EAVE VENTILATION z- (1) (1) 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. 1G. if �7�_/lt�� II nen fi It ROOF FRAMING PLAN SCALE: 1/4" = V-011 CONTRACTOR AND TRUSS MANUFACTURER t0 CONFIRM TRUSS DIMENSIONS, PITCH, LAYOUT AND CONSTRUCTION PRIOR TO ORDERING AND MANUFACTURING ANY TRUSSES. �icll,,tz�e .De�e�h 4222 c®nnlviERCE STD Eugene, OR 97402 SUITE - 2K (541) 264-2126 Cell: (541) 517-4304 •- •r�� NEW ACCESSORY DWELLINn UN IT EXISTINCs RESIDENCE 1240 5th STREET SPRINGFIELD, OREGON CLIENT: MIKE SIMS 40594 MCKENTIE NWT SPRMGFIELD, OR 91418 541-5KD-0552 7 DRWN: travis _ DATE: 6-11-19 REV: CAD FILE: 19033 SHEET OF 6 SHEETS 2'-8" MIN. 2x STUDS at 16" o.c. STRUCTURAL PANEL EC>GE JOINT OVER SLOCIGING HEADER PER ROOF FRAMING PLAN 2x TRIMMER w MIN. 1/16" STRUCTURAL PANEL BOTH SIDES, Sd NAILS at 6" oz. EDGES, ed NAILS at 12" oz. FIELD. X 1800 1b. {-TOLD DOM, (2) PER PANEL TOTAL (USB SIMPSON HOU4-6062B OR EQUAL) III 5TM. PLATE FOOTING SHALL BE CONTINUOUS ACROSS ENTIRE LENGTH OF BRACED WALL LINE REINFORCE WITH MIN. (2) no.4 BARS EXTEND 101-0" BEYOND THE PANEL FOUNDATION WIDTH SHOWN IS AT GARAGE CORNER - EXTEND AS REQUIRED FOR OTHER LOCATIONS. (2)1/2" DIA. x 10" A.B. P.T. SILL PLATE an (l) no.4 HORIZ. ��*#_-_ �� ;;_ a� FOOTING tu (v- C_=_= ILA_______ _%<<__ 7:5- ml L -V 211 clr. SEE NO. PLAN NOTE: WHEN METALLED AT 2nd STORY, 1800 Ib HOI.DOLLNS REf11J112ED TO SECURE ALTERNATE BRACE PANEL TO WALL PRAd'11NCs BELOW. NOT REQ'D FOR I MONO POUR (2) no.4 DOWELS = J 18'1 �11 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 5RACE PANEL LA5P SCALE: 3/4" = I'-011 �,pe 2'0'09ev4 4222 COMMERCE STR. Eugene, OR 97402 SUITE - 2K (541) 254-2126 Cell: (541) 517-4304 1#2 v mcintiredesign@gmail.com r NEW ACCESSORY DWEELLING UNIT EXISTING RESIDENCE 1246 5th STREET CLIENT: SPRIWIELD, OREGON MIKE SIMS 40594 MCKENZIE NU11' SPRINGFIELD, OR 91418 541-510-0552 DRWN: travis DATE: 6-11-19 REV: CAD FILE: 19033 SHEET 5 OF 6 SHEETS J] GENERAL REQUIREMENTS and MATERIAL 5FEC: IF IGAT i GENERAL REQUIREMENTS - METALS - THERMAL 4 MOISTURE PROTE:CTiON 1. Codes - Construction to comply with the following codes as adopted by Local Agency : 1. Prefabricated Framing Anchors: 1. Insulation: Simpson Strong -Tie Company Inc, 5956 West Las Positas Blvd. Pleasanton, CA 94588. • 2011 Oregon Residential Specialty Code ( ORSC) : Designation on plans are from catalog C-0-2019. Walls, R-21 fiberglass batt insulation with integral one perm rated vapor barrier • 2017 Oregon Electrical Specialty Code ( OESC ) : placed on warm side of wall • 201"1 Oregon Plumbing Specialty Code l OPSC) : 2. Anchor bolts, Threaded Rods, Thru-Bolts and Lag Screws installed in pressure treated Roof/Ceiling, R-49 ( R-36 Vaulted ) fiberglass batt insulation with integral one perm rated • 2014 Oregon Energy Efficiency Specialty Code ( OEESC) : members are required to be hot dipped galvanized] or Tape 304 or 316 stainless steel. vapor barrier placed on warm side of framing. 3. The contractor is responsible for coordinating the work of the subcontractors and trades. 4. Shop drawings required by the contract drawings, or material specifications shall 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 4 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 shall verify all dimensions with owner before commencing work All Standards referred to in the plans 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 are general. Specific information on the drawings differing from these notes shall apply. Written dimensions have precedence over scaled dimensions. DO NOT SCALE DRAWINGS. S. 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 by 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 in a clean condition upon completion of Work. 12. Any changes from these plans must be approved by the engineer of record and/or appropriate agency prior to or during construction. 13. The Contractor shall verify all utllity locations prior to construction or excavation. 14. :Blocking - 2X width of stud or roof rafter, shalt be provided at ceiling and roof lines so that the unbraced length of any framing does not exceed 10'-011. -WORK SITE WORK 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 by Soils Engineer placed on undisturbed native soil. 3. Any fill under grade supported slabs to be a min, of 4" of gravel compacted to 9590 of a standard proctor, per ASTM 0-1556. 4. Storm and rainwater drain lines. Schedule 40 ABS, or PVC-DWV 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, walls, interior and exterior slabs on grade: Ready mixed, air entrained, ASTM C-94 4 ASTM C-260. Strength = 3000 psi minimum at 28 days. Designed = 2500 psi, no special inspection required. 2. Steel reinforcement : Grade 60 Minimum , ASTM A-615.. Place per ACi Code and Standards . Lap continuous No4 Bare 24" Minimum and No.S Bars 30" Minimum at all Corners , Steps , and Splices . 3. Exterior slabs and walks are to have a light broom finish. Slope uncovered slabs and walks a minimum of i/4" per foot for drainage. 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 022911 thick x3"x3" in size. These washers are to be located between the top of the sill plate(s) and the nut as per ORSC 8602.11.1. 5. All Simpson Framing Anchors and Connectors installed Outdoors or in contact with pressure treated members are required to be hot dipped galvanized or ZMAX8 Coated per Simpson Stong-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 Specialty Code. 2. Fastening of Structural Members - Residential Per 112011 Oregon Residential Specialty Code", -TABLE 86023(1). 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 648, 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 Furring 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 02 hem -Fir, pressure treated lumber (unless noted otherwise) that conforms to AWPA standards Ul (commodity specification A ) and M4. S. Roof Sheathing: APA rated sheathing, exposure 1. Panel span rating 32/16 minimum 1/16" thickness. Grade mark by APA or other approved agency. APA rated plywood sheathing, exposure 1. Panel span rating 32/16 minimum 15/32" thickness. Grade mark by APA or other approved agency. Attachments. Place sheets perpendicular to roof trusses or framing and staggered Joints. Unblocked diaphragm. 8D Common nails (2 1/2" x 0.13111) at 6" O.C. at supported edges and 12" oz. at intermediate framing members. S. Wall thing: APA rated sheathing, exposure 1. Panel span rating, 24/0 minimum 1/16" thickness. Grade mark by APA or other approved agency. Attachments: Place sheets perpendicular to studs and staggered Joints. Unblocked diaphragm. 80 Common nails (2 1/2" x 0.13111) at 6" O.G. at supported edges and 12" O.C. at intermediate framing members. 10. Prefabricated Wood Roof Trusses: Design by fabricator to fit dimensions indicated on plans and loads indicated below: Top Chord: 25 psf L.L. 1 psf D.L. Bottom Chord: 0 psf L.L. 10 psf D.L. METAL -PLATE Connected Wood Trusses shall comply with ORSC 8802.10.2, and most the design, manufacture, and quality assurance as set forth by ANSi/TPI-1. Fabricator responsible for designing necessary bridging and bracing. Contractor responsible for installing required bracing during erection. Submit shop drawings stamped by a Registered Oregon Engineer. 4222 COMMERCE STR. .,, Eugene,• 41 SUITE - 2K s. (541) 284-2126 /. mcintiredesign@gmaii.coma 2. Roof Covering: -Class B minimum asphalt shingle roof assembly. Each package of shingles shall bear the label of an approved agency. 3. Flashing: 26 gauge galvanized sheet metal with baked on enamel finish, color by owner. 4. Sealant and Caulking: Polyurethane sealant, gun applied, color by owner. -Caulking shalt 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 N110IX2) of the 2014 Oregon Residental Specialty Code. Windows to have a maximum rating of U=035, Exterior Doors U=0.20, and Exterior Doors with more than 2.5 sq. ft. of glazing U-0.40. 3. Doors and windows to be fully weather-stripped, caulked, gasketed, or otherwise treated to limit air infiltration. 4. Ail windows within 18" of the Floor and within 24" of any Door shad have tempered glazing. All windows shall be dual glazed, sizes as noted on plans. Caulk around all windows, typical. Each bedroom to have a minimum window opening of 5.1 sq. ft. with a minimum width of 20", 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 . NEW AGGE550"7 DWELLING UNIT EXiSTINC RESIDENCE 1240 5th STREET CLIENT: SPRIW IELD, OREGON MIKE SIMS 40594 MCKENZIE HWY SPRiWIELD, OR 91418 541-510-0552 DRWN: travla DATE: 6-11-i9 REV: CAD FILE: IS033 6 OF G SHEETS