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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/29/20191^1 11\I/ 1, 1 1 I . T EL ATION 1/4" = 11.0" T ELEVATION rmN! EXTERIOR SPECIFICATIONS AND NOTES: • WINDOW AND DOOR FLASHING. ALL EXTERIOR UNPROTECTED DOOR$ AND WINDOWS WITH TRIM SURROUNDS TO HAVE "Z" METAL FLASHING ABOVE. • ALL DIMENSIONS ARE TO BE FACE OF FRAMING UNLESS NOTED OTHERWISE, - CONTRACTOR TO VERIFY ALL DIMENSIONS. • ALL EXPOSED JOINT$ AND GAP$ TO BE FILLED WITH HIGH GRADE 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 OWNER / BUILDER. THIS PESIGNER 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 ANP WEATHERPROOFING. I-..f ---------------------- ------------------- i - L T 6" LAP SIDING, TYP, ELEVATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- L SOUTH I :ALE: 1/4" JWcZ&Pe ,Des&h 4222 COMMERCE STP Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 mcintiredesign@gmail.� 'TION 16" O.H. ��!-t�'a�1��—`►�t+P1 , I�c�essc��rvi �wetl�nG� i�,�.t� Date Received NEW ACCE55ORY DWELLING UNIT EXISTING RESIDENCE 12410 5th STREET CLIENT: SPRINGFIELD, OREGON MIKE SIMS 40594 MCKENZIE WN SPRINGFIELD, OR '51416 541-510-0552 DRWN: travis DATE: 6 -11 -IS REV: CAD FILE: 19033 SHEET OF 6 SHEETS WALL LEGEND: „ ;,f,% 2x6 AT 16" or 2411 oz. WOOD FRAMED WALL$ WITH 1/1611 MINIMUM STRUCTURAL SHEATHING ATTACHED WITH 8d NAILS 611 oz. EDGES AND 12" oz. FIELD. R-21 BATT INSULATION AND GYP. BD. (TAPED JOINTS). INTERIOR FINISHES AND TRIM PER OWNER. PROPOSED 2x4 at 24t1 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 44 MINIMUM UNLESS NOTED OTHERWISE. • INTERIOR BEARING HEADERS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. 50 Q SMOKE / CARBON MONOXIDE ALARMS ARE TO BE INSTALLED IN 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 U1A1.L SCHEDULE: PER 2008 ORSC EXTERIOR BRACE PANEL: MIN. 4'-0" BRACE PANEL, MINIMUM 1116" WOOD STRUCTURAL PANEL SHEATHING ON ONE SIDE, STUDS AT 24" oz. MAX., FASTENED WITH 8d NAILS at 6" oz. EDGES AND 1211 o.c. FIELD, ALL EDGES BLOCKED, MAXIMUM HEIGHT 12'-011, BP ATTACHED CUT SHEETS FOR CONNECTION INFORMATION. ALTERNATE BRACE PANEL: V-8" MIN, BRACE PANEL, MAXIMUM HEIGHT 16 10 FEET, ABPs MAY REPLACE ms's WHEN CONSTRUCTED PER SECTION R602.10.6, (SEE DETAIL). ABP's REQUIRE SPECIAL TIE -DOWN DEVICES, FASTENiN63, BLOCKING, ASS' AND FOUNDATION DETAILING. INSTALL SIMPSON SSTS20 ANCHOR BOLT WITH SIMPSON HDU4-SDS2.5 HOLDOWN ATTACHED TO A DOUBLE STUD MINIMUM. (4 LOCATIONS). MAXIMUM HEIGHT IS 10-01'. CONSTRUCTION NOTES: V 36" INCH HEIGHT SOLID SURFACE COUNTER TOPS WITH 4" BACK SPLASH AND WITH CABINETS S BELOW. CABINET CONTRACTOR TO PROVIDE SHOP DWGS. 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 UNDER -MOUNT DOUBLE BASIN DEEP SINK WITH HI -RISE GOOSE NECK REMOVABLE SPOUT FAUCET, VERIFY WITH OWNER Q REFRIGERATOR SPACE - VERIFY WITH OWNERS FOR WIDTH. INSTALL RECESSED PLUMBING FOR ICE MAKER 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. SINGLE BASIN 36" LAVATORY - SOLID SURFACE COUNTER WITH VANITY CABINETS BELOW. CABINET CONTRACTOR TO PROVIDE SHOP DRAWING -S. 5'-0" TUB/SHOWER UNIT WITH SURROUND TO 6--10" MIN. HEIGHT, (SHOWER HEAD 6'49 ® 18" INCH SHELF AT 6611 WITH POLE BELOW, OR SHELF and DRAWER UNITS AND CLOSET ORGANIZERS. Fit cq �- CY�ti1�2 S MA"on Skks m 2- 4 10 I a xl I N I 1 �c � i I 141-211 IBP ` BP ----.�--------�� ��,�`'} {,%?o•: s,�}S''�r??%j/i,% /in�as�i,,:•� _----------= i°r'' iil�'' /;;s�`•it�S�;;%<<ty';,i %''� 'Ar•iS ��}'t�,� J'r/i' ./%i%%%. 6%0x6/8-SLDR 5l0x3/6•XD 48 No.2 40 Not = KITCHEN BEDROOM i 9/4x11/8 LIVING 31-411 1, 31-011 1, 21-411 1 2/8x6/8 1 21-211 FLOOR PLAN 2 J SCALE: 1/4" -- 1'-011 .�C2hL�4re 4222 COMMERCE STR. Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 mcintiredesign@gmail.com i I XI I NEW ACCESSORNY DUELLING UNIT EXISTIN6.3 RESIDENCE 12410 5th STREET CLIENT: SPRINGFIELD, OREGON MIKE SIMS 40594 MCKENZIE HWY SPRINGFIELD, OR 91418 541-510-0552 N in 1i In N r D_1• N N 0 1 fir./ O II 21-211 FLOOR PLAN 2 J SCALE: 1/4" -- 1'-011 .�C2hL�4re 4222 COMMERCE STR. Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 mcintiredesign@gmail.com i I XI I NEW ACCESSORNY DUELLING UNIT EXISTIN6.3 RESIDENCE 12410 5th STREET CLIENT: SPRINGFIELD, OREGON MIKE SIMS 40594 MCKENZIE HWY SPRINGFIELD, OR 91418 541-510-0552 N in 1i In in L DRWN: trav_is DATE: 6-1t-19 REV: CAD FILE: 19033 SHEET 2 OF 6 SHEETS N N N in L DRWN: trav_is DATE: 6-1t-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 d ASTM C-260 STRENGTH: F'a a 3000 psi. AT 28 DAYS. DESIGNED: F'c = 2500 psi., (NO SPECIAL INSPECTION REQUIRED). • LAP HORIZONTAL STEEL MINIMUM 24" FOR No.4 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 ABS, 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 BOTTOM OF GIRDERS AND GRADE. SOIL BEARING PRESSURE ASSUMED TO BE 1500 pelf. LAP SIDING —� P.T. 2x6 SILL ---\ SLOPE FIN, GRADE AWAY E N c+l 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 7 MINIMUM INTO CONCRETE. 5 1/2" CONC. SLAB, SEE FND- PLAN FOR CALL -OUT I • a, ° (2) CONT. No. 4 BARS ° G ' D 6 2" 2" air. air. SEE FND. PLAN FOOTING DETAIL. NLE: i" ■ P-0" UNDISTURBED SOIL I.." tik •t'�t+ Ic. Z � S1r�c�.vtivt�n �� �n.S 9� 3 e�— C - m- .0 21'-&" r----- r------------------------------------------ --------------------- Ir—a-------------------------------- { I I { II rJ---J---L---L-i II iI _Ji i I il`' �—SII IIJAI III -_ 1 I 1--------------J II I ( I 5 1/2" CONCRETE SLAB FLOOR BY OWNER I �- ----- t------� r-------� it li r--------1 1 l I i II �r II 11 �Li rJ i p ii it iI i i l I i li------al 11 11 L -------J 1 ----------- Ir------„-.____L=======JI II -------------- ---------------------- 7 U C----- 1 � / T'-------- ir----- 1 { i rn---, r_ _ —r--� Ii i ii( 1I I� iili�c _'Iii i II I I I 1 I I \ II i II \ II I t{ JI I I !`C====� J I II t I I I I I r_-nr---r� f I I II I I I I t l I II i i I I i I I I 1 I 11 I i I ( 1 r11 I I II II I 11I I t1 Il i ilL�k � JI i iii i ii 1'1 I II I I _______J I n II II i II I I 1 I R I i t 1 1 II i ni I I, 11,”>D Ii N iL---- i I it i III I 1-------i-rt-- *�J ---- -I — --I"—__r.��—_ -- L---------- ---------------L1—_—_-rJ----------------L____ILL--- I—II-------- JWc1`heire Z>eV,�4?h 4222 COMMERCE STP Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell (541) 517-4304 mcintiredesign@gmaih_ _ SIMPSON 6ST1320 ANCHOR N I I BOLT WITH SIMPSON I HDU4-SDS2.5 HOLDOWN l (i (i (i l II 11 L- t' 1 I � ( I / I ----------------fig N r L 1 II {1 I {i I Ii i {1 1 i /771 NEW ACCE550RY' DUELLING UNIT EXISTING RESIDENCE 124b 5th STREET SPRIWIELD, OREGON MWIN MIKE SIM5 40594 MCaKENz1E HWY SM;MWIELO, OR 914'18 541-510-0552 DRWN: travis DATE: 6-11-19 REV: CAD FILE: IS033 SHEET OF 6 SHEETS ROOF FRAMING GENERAL 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) lbd 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. • SEE FLOOR PLAN AND ROOF FRAMING PLAN FOR HEADER SIXES. • 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 APPROVAL OF THE LOCAL AGENCY. • ROOF SHEATHING, (TYP) UNLESS NOTED OTHERWISEA 1/16" MINIMUM STRUCTURAL SHEATHING PERPENDICULAR TO RAFTERS OR TRUSSES, STAGGER JOINTS V-0" MINIMUM. • ALL DIMENSIONS TO FACE OF STUD, (FAS.1, 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 PRE-ENGINEERED TRUSSES WITH 1/16" MINIMUM STRUCTURAL ROOF SHEATHING ATTACHED WITH 8d COMMON NAILS (2 1/2" x 0.131") AT 6" ac, EDGE AND 12" o.c. FIELD. INSTALL ROOFING FELT AND ASPHALT ROOF SHINGLES PER SECTION 89052 OF THE ORSC. MAINTAIN 1" AIR SPACE (01 12 PROVIDE INSULATION BAFFLE FRIEZE BLOCK —2x6 FASCIA \ 16" 01II=R4ANG D.S. NOT SHOWN, OUTLET TO EXISTING STORM WATER COLLECTION SYSTEM AI SCALE., P : i'-0" �— R-49 BATT 12 INSULATION 1/2" GYPSUM CEILING BOARD RAISED HEEL TRUSS FOR INSULATION PER TRUSS MANUFACTURER SIMPSON H1 CLIP, TYPICAL AT EA, TRUSS, EA. END DBL. TOP PLATE SAVE VENTILATION (1) sq, ft. PER 150 aq. 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" O.N.' 32'-0" 2Y& FdAr_1A 1 4'-0" 16'• 1 ! �"_ -iF_.._— ._. tf:tEt Q2-±— -- r--- 1 —� --- 48 No.2 —1--- ---- — —1= — 48 --- --- No2 -- — ----- ---- -- I t I � cv roll lu FASCIALt- -I D'11 ---- --- — III 4 x8 �► PRE ENCsiN _EERED SCISSORS TRI.lSSES AT 24 I �---- --j� m ,n �r -----I ----- -, it-- ----- — —I �C'`� I ( 1 i 11 Il r^ it II r-�II 1 w III nl 1 1 II t I i N � 4x8 ' FASCIA ---- ---- ------- -� - I fli 1 11 I I � II , it � II I I I t l I I I 1 4 j I I j Tt II --r"j I I III j I I I I I l I I I p i I I J It II II i I I i I I III 5=1 , I 1 tr ii I I 1 I I I tl Its\ ii I t I I I I ! I I It_J li U� i , L------- -- ---- LI- __- ------LI -i _14 _— ------ _--- ----�, —_---- --- — ------- --------- ----- — --- _- -- --- --- ----- ------ 11 11 611 O.H. �cc,e55��i �wetl�rr � �il� Date Received Lr! 2x6 FASCIA 0 FRAMING PLAN 1'-0" CONTRACTOR AND TRUSS MANUFACTURER TO CONFIRM TRUSS DIMENSIONS, F''ITCK LAYOUT AND CONSTRUCTION PRIOR TO ORDERING AND MANUFACTURING ANY TRUSSES. 4222 COMMERCE STP Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 mcintiredesign@gmail.� NEW ACCEESSORY DU ELL ING UNIT EXISTING RESIDENCE 1246 Sth STREET SPRINGFIELD, OREGON CLIENT: MIKE SIMS 40594 MCKENZIE HWY SPRINGFIELD, OR 9'1418 541-510-0552 1(011 O.N. m 0 0N DRWN: travis DATE: 6 -11 -IS REV: CAD FILE: 19033 SHEET 4 OF 6 SHEETS STRUCTURAL - PANEL EDCsE JOINT OVER BLOCKING 1800 lb. HOLD DOUJN, (2) PER PANEL TOTAL (USE SIMPSON HOU4-SD62B OR EQUAL). i It STM. PLATE 2'-8" MIN, 2x STUDS at I6" oz. L5 C===AL 1) 4 eq U H11 clr. SEE FND. PLAN NOTE: WHEN INSTALLED AT 2nd STORY, IWO lb 14OLDMS REQUIRED TO SECURE ALTERNATE BRACE PANEL TO WALL FRAMING BELOW. HEADER PER ROOF FRAMING PLAN 2x TRIMMER MIN. 1/1(p" STRUCTURAL PANEL BOTH SIDES, Ed NAILS at 6" oc. EDGES, ed NAILS at 12" oz, FIELD. FOOTING SHALL BE CONTINUOUS ACROSS ENTIRE LENGTH OF BRACED WALL LINE REINFORCE WITH MIN. (2) no.4 BARS EXTEND 10-0" BEYOND THE PANEL FOUNDATION WIDTH SHOWN IS AT GARAGE CORNER - EXTEND AS REQUIRED FOR OTHER LOCATIONS. -(2)1/2" DIA. x 10" AS. P.T. SILL PLATE /—FOOTING NOT REQ'D FOR MONO POUR 1 1g„ (2) noA DOWELS _.j 6f: FOOTING SHALL BE CONTINUOUS ACROSS ENTIRE LENGTH OF BRACED WALL LINE, RINFORCE WITH (2) NoA 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 SCALE: 3/4" a P-0" PRE-ENGINEERED TRUSSES WITH 1/16" MINIMUM STRUCTURAL ROOF SHEATHING ATTACHED WITH Sd 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 RW52 OF THE ORSC. JWc1`ht4re �4S!4�4?-k 4222 COMMERCE STP Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 mcintiredesign0gmail.+_ �CCeSSO� ��ttt�'� vvL�,k f)&) C5 of NEW ACCE550fi�Y OWELLING UNIT EXISTIWj RESIDENCE 1240 5th STREET SPRINGFIELD, OREGON CLIENT: MIKE SIMS 40594 MCKEVIE HWY SPRINGFIELD, OR 91418 541-510-0552 DRWN: travis DATE: 6-11-19 REV: CAD FILE: IS033 SHEET 5 OF 6 SHEETS GENERAL REQUiREMENTS and MATERIAL SPECiFICATIONS: GENEP,AL fREQUiiREMENTS I, Codes - Construction to comply with the following codes as adopted by Local Agency : • 2011 Oregon Residential Speciatty Code ( ORSC ) : • 2011 Oregon Electrical Specialty Code l OESC ) : • 2011 Oregon Plumbing Specialty Code ( OPSC ) : • 2014 Oregon Energy Effictency Specialty Code ( OEESC) : 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 shah 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 ehall verify all dimensions with owner before commencing work Ail Standards referred to in the plane and specifications shall apply to the latest edition of such standards for materials, equipment, installation or fabrication methods which are not rsp olfled in the pians and specifications. The minimum standard indicated in the dseignated code shad apply. 8. the notes and details on this sheat are general. Specific information on the drawings differing from these notes shah 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 conetructlon may be considered by the owner and engineer upon submission of adequate Information to justify such substitution. - METALS 1. Prefabricated Framing Anchors: Simpson Strong -Tie Company Inc., 5956 West Las Positas Blvd. Pleasanton, CA 94588. Designation on plans are from catalog C -C-2019 . 2. Anchor bolts, Threaded Rods, Thru-Bolts and Lag Screws installed in pressure treated members are required to be hot d_iMed galvanized. or type 304 or 316 stainless steel, 3. All fasteners, hangers, and other connectors in contact with pressure treated materials are to be hot -clip galvanized, zinc -coated galvanized steel, or stainless steel per ORSC R3113.i . 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 piate(e) 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 dlWed galvanized or _Coated per Simpson Stone -Tie® instructions. - WOOD HP.4MiNG AND PLASTICS i. Construction: Wood construction per Conventional Construction Requirements of chapters 5, 6, and 8 of the 2011 Oregon Reslclwtiai Specialty Code. 2. Fastening of Structural Members - Residential Per 112011 Oregon Residentiat Specialty Code", -TABLE 86023(1). 3. Evidence of Grade: Grade mark of an approved grading organization having jurladictlon must appear on each piece of material 4. Trim: Furnish and Install necessary trim and molding including miscellaneous hardware. 11. Contractor to remove excess materials and debris from site and leave work areas in a 5. Framing Lumber: clean condition upon completion of work, 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 12. Any changes from these plans must be approved by the engineer of record and/or Furring and Blocking to be No. 3 or better . appropriate agency prior to or during construction. 6. Pressure Treated Lumber: 13. the Contractor shaft verify all utility locations prior to construction or excavation. Sill plates, foundation plates and embedded columns in contact with concrete - to be 02 hem -Fir, pressure treated lumber (unless noted otherwise) that conforms 14. Biocking - 2X width of stud or roof rafter, shall be provided at catling and roof lines so to AWPA standards Ui (commodity specification A ) and M4. that the unbraced length of any framing does not exceed i0-011. - 8. Roof 3heathing= APA rated sheathing, exposure !:,,Panel span rating 32/16 minimum 1/16" - SITE U)OI;PJ< thickness. Grade mark by APA or other approved agency. 1. Excavate to provide for the indicated construction and conform to the finish grades. APA rated plywood sheathing, exposure 1. Panel span rating 32/16 minimum 15/32" Remove excess materials from site. thickness. Grade mark by APA or other approved agency. Attachments: 2. Footinge to bear on undusturbed native soil or engineered fill by Solis Engineer placed on undisturbed native soil. Place sheets perpendicular to roof trusses or framinand staggered joints. Unblocked diaphragm. 80 Common nails (2 1/2" x 0.131) at 6" O.C. at supported edges 3. Any fill under grade supported slabs to be a min. of 4" of gravel compacted to 9596 of a and 12" ac. at intermediate framing members. standard proctor, per ASTM 0-1556. S. Wall Sheathing: 4. Storm and rainwater drain lines: APA rated sheathing, exposure i. Panei span rating, 24/0 minimum 1/16" thickness. Schedule 40 ABB, or PVC-DWv pipe and fitting, 1/8" per foot Grade mark by APA or other approved agency. Joints and fittings to be solvent welded. Attachments: Connection to down spout to be 12" above finished grade. nn Place sheets perpendicular to studs and staggered joints. Unblocked diaphragm. SD Common nails (2 1/2" x 0.13111) at 6" O.C. at supported edges and 12" O.G. at - CONCRETE intermediate framing members. i. Footings, stem wails, walls, interior and exterior slabs on grade: 10. Prefabricated Wood Roof trusses: Ready mixed, air entrained, ASTM C-94 t ASTM C-260. Strength a 3000 psi minimum at 28 days. Design by fabricator to fit dimensions indicated on plane and loads Indicated Designed ■ 2500 pet, no special inspection required. below: Top Chord: 25 pat L.L. 1 psf D.L. 2. Steel Reinforcement : Bottom Chord: 0 psf L.L. 10 psf P.L. Grade 60 Minimum , ASTM A-615. Place per AGI Coda and Standards . La continuous p p con METAL -PLATE Connected Wood trusses shall comply with ORSC R802.102, and meet the design, manufacture, and quality assurance as set forth by ANSI/TPI-1. NoA Bars 24" Minimum and No -5 Bars 30" Minimum at ail Corners , Steps , and Splices . Fabricator responsible for designing neceaaery bridging and bracing. Contractor responsible for installing required bracing during erection. Submit 6h4p drawings 3. Exterior slabs and walks are to have a light broom finish. Slope uncovered slabs and walks stamped by a Registered Oregon Engineer. a minimum of 1/4" per foot for drainage. 4222 COMMERCE STP Eugene, OR 97402 SUITE - 2K (541) 284-2126 Cell: (541) 517-4304 mcintiredesign@gmaih r - THERMAL 4 MOISTURE PROTECTION 1. insulation: Walls, 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 ) fiberglass batt insulation with integral one perm rated vapor barrier placed on warm side of framing. 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 shall be of a type that le compatible with all adjacent surface material. - 000RS AND LUINDOUJS 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 N1101.10U and two additional measures from TABLE N1101.1(2) of the 2014 Oregon Residental Specialty Code. Windows to have a maximum rating of Ua035, Exterior Doors Ua0.20, and Exterior Doors with more than 2B sq. ft. of glazing Ua040. S. Doors and windows 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 amV Door shah have tempered glazing. All windows shall be dual glazed, sizes as noted on pians. Caulk around ail windows, typical. Each bedroom to have a minimum window opening of 5.1 sq. 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 . FIV C009 Poct (if (a NEW ACCE550R1' DWELLiNG UNiT Ofiginal • a ' EXISTINCs RE51DENCE 1240 5t11 STRMIET CLIENT: ZZ ar_ SPRINGFIELD, OREGON MIKE 5IM5 40594 MC<ENZIE 1-I1N SPRIWIELD, OR 91416 541-510-0552 ' DRWN: travis DATE: 6-I1-19! REV: CAD FILE: 19033 SHEET OF 6 SHEETS