Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/20/2020L - NEW Tl -1l INTERIOR VAULT WN 5NED NEW I EX15T. EC15T. t1-11 PANEL. WING (12-23-19) LEFT ELEVAT ION, (12-I1-19) FRONT ELEVAT I ON MIMI :�n�i�n�r��in�:�inr■�: INTERIOR VAULT F------------------1 I I I I Y I III Y I III EX16T. NEW fl] -T3-191 RIGH? ELEVATION —7 (12-23.19) REAR ELEVATION, PWT ON rl N, ENERG"f EFFICIENC""r ADDITIONAL MEASURES (TABLE 1101.1(2) MEASURE 2: NICsN EFFICIENCY ENVELOPE NEW 2x6 EX?. WALLS: R-21 (Adv) (OP?.: 2x4 EXT. WALLS.: R-22 RlCslp) NEW/EXIST. FLOOR: R-30 NSW/EXIST. FLAT CEILING: R-49 TABLE NI1013 -SMALL ADDITION MEASURES MEASURE 2: EXIS?./NEW WINDOWS: U-030 OR -MEASURE 3: LED BULBS (EX. HOUSE): 50% MIN. LED BULBS (NEW ADDITION): 1596 MIN. ELECT. WALL NEAtEREs tYP. DE51 GN CRITERIA 2011 OR5C 4 2014 055C i 5L=25 / DL=15 P5F FLOOR: LL=40 / DL=10 P5F WN 5NED NEW I EX15T. EC15T. t1-11 PANEL. WING (12-23-19) LEFT ELEVAT ION, (12-I1-19) FRONT ELEVAT I ON MIMI :�n�i�n�r��in�:�inr■�: INTERIOR VAULT F------------------1 I I I I Y I III Y I III EX16T. NEW fl] -T3-191 RIGH? ELEVATION —7 (12-23.19) REAR ELEVATION, PWT ON rl N, ENERG"f EFFICIENC""r ADDITIONAL MEASURES (TABLE 1101.1(2) MEASURE 2: NICsN EFFICIENCY ENVELOPE NEW 2x6 EX?. WALLS: R-21 (Adv) (OP?.: 2x4 EXT. WALLS.: R-22 RlCslp) NEW/EXIST. FLOOR: R-30 NSW/EXIST. FLAT CEILING: R-49 TABLE NI1013 -SMALL ADDITION MEASURES MEASURE 2: EXIS?./NEW WINDOWS: U-030 OR -MEASURE 3: LED BULBS (EX. HOUSE): 50% MIN. LED BULBS (NEW ADDITION): 1596 MIN. ELECT. WALL NEAtEREs tYP. DE51 GN CRITERIA 2011 OR5C 4 2014 055C ROOF: 5L=25 / DL=15 P5F FLOOR: LL=40 / DL=10 P5F WALL: DL=8 P5F WIND: 90 MPH / EXP. B 5E 15M I C CATEGORY D 501L BRG.: 1500 P5F 51 TE NOTE5: 1. CONNECT NEW DOWNSPOUTS, IF ANY, TO EXI5T. OR NEW ENGRD. 5TORMWATER 5Y5TEM OR A5 READ. PER LOCAL CODE5 (BY OTHER5). 2. PROVIDE 510 BAG5 FOR ER05ION CONTROL. 3. VERIFY EX15T. WETLANDS OR 51MILAR 51TE 155UE5 PER LOCAL CODE5. 4. VERIFY UNDERGROUND UTILITIE5, WELL5 OR 5EPTIC 5Y5TEM PRIOR TO EXCAVATION OR DIGGING. 5. VERIFY 4 LOCATE ADJACENT PROPERTY LINE5, 5ETBACKS OR EA5EMENT5 PRIOR TO EXCAVATION OR CON5TRUCTION. 6. VERIFY TREE REMOVAL PER LOCAL CODE5. 1. ACQUIRE ANY APPLICABLE DEMOLITION PERMIT5 PRIOR TO CON5TRUCTION PER LOCAL CODE5. ry E N O (�ry wL.LJ ry 0 Q (f) 0 �D�w Cn 1 V) 00 z L4 `n � U L O i= V J � ry O w Z W U V J � W O � X O �TL m c5 I� C/)tu � Z � f1Cc�esSo,�t� �)wttlt nn LO z � � z Date Received z �p JAN 21 220 U C6YV� � �1 original Submitta9 ---- MAP 11032531, ?/L 1600 .22 ACRE SPRINGFIELD, LANE CO., OR 51,TE AN Date 12-19 1/S• = I'_O" Scale 1/4"=1'-0' Drawn TVB Of 3 Sheet Sheet E N o z I 00 Q 'cn o OQ0 Cn 1 =3 L4 0 L i= C/)tu � Z � f1Cc�esSo,�t� �)wttlt nn LO z � � z Date Received z �p JAN 21 220 U C6YV� � �1 original Submitta9 ---- MAP 11032531, ?/L 1600 .22 ACRE SPRINGFIELD, LANE CO., OR 51,TE AN Date 12-19 1/S• = I'_O" Scale 1/4"=1'-0' Drawn TVB Of 3 Sheet Sheet FOUNDAT I ON5: 1. EXCAVATE 12" MIN. FOR TYP. FOOTINGS. 2. U5E 1 /2"x 10" A.B. 6 12" O.C. MAX. WITHIN 12" OF END5/CORNER5. 3. U5E 3"x3"x.229" PLATE WASHERS (BP) 6 MUD51 LL R602.11.1. 4. I N5TALL FOUNDATION DRA I N5 I F/A5 REQD. CONIC FTE: 1. CONCRETE -9 MIN. COMP. STRENGTH OF 3000 P51 FOR 5LAB5 4 ALL OTHER WORK IN 28 DAY5 (U.N.O.). NO 5PECIAL I N5PECT I ON REQU I RED. RE I NF. 5TEEL.: 1. REINF. BAR5 TO CONFORM W/ ASTM A615 GRADE 60. 2. WELDED WIRE ME5H TO CONFORM W/ A5TM A185. 3. REINFORCING BEND5 TO CONFORM W/ ACI 318. 4. REBAR 5PLICE5 W/ IS" MIN. LAPS (U.N.O.). STAGGER HORIZ. LAP5 IN ADJACENT BAR5 60" MIN. (40 BAR DIA. LAP FOR MASONRY) ENGINEERED 5HEAR PANEL_& I. HOLDOWN5 TO BE IN5TALLED IN PAIR5 W/ (DO EACH END OF PANEL 2. IN5TALL 55TB5 PER ACTUAL VERIFIED CORNER FRAMING METHOD FOR EXACT HOLDOWN LOCATION. EXIST. 6"x8'k16" CMU STEM uV 1/2"*x10" A.B. IN GROUTED HOLES INTO EXIST. 6" SLAB TYP. - • C.5. ACCESS WELL R-21 IN51 - 4" BLAB ,v FOUNDATION NOTES 1. FOOTING5 TO BEAR ON UNDI5TURBED 501L, 5TEPPED A5 REQD. TO MAINTAIN 12" MIN. DEPTH (U.N.O.) BELOW FIN 15HED GRADE. 2. 501L BEARING PRE55URE: 1,500 P.5.F. (U.N.O.) 3. ALL 5LAB5: 5UPPORT W/ 4" MIN. GRANULAR MAIL. (95% COMPACTED) 4. CONIC. 5LAB5: CONTROL JOINTS 6 10'-0" (MAX.) INTERVAL5 EA. WAY. 5. CONC. 51DEWALK5 TO HAVE 1/4" TOOLED JOINT5 6 5'-0" O.C. (MAX.) 6. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROTECTED WITH 55# FELT OR ROLL ROOFING. 1. CONCRETE (NO SPECIAL I N5PECT I ON U.N.O.): FDN. 5TEM WALL5 NOT EXP05ED TO WEATHER 'a 31000 P.S.I. INTERIOR ON -GRADE 5LAB5 6 2,500 P.5.1. FOUNDATION STEM WALLS EXP. TO WEATHER 6 31000 P.5.1. PORCHES, 5TEP5, PATIO 5LAB5 EXP. TO WEATHER ' 31000 P.5.1. g (12-23-19) FOUI AN NEW dasr. (12-23-19) 5ECTION, STICK-FRAMED - 2x8 RAFTERS - ASPHALT 5HIR - 15* FELT - 1/2" SHEATHING - R-21 IN5UL. 4x6 ROOF FRAMING NOTE 1. FRAMING LAYOUT5 ARE CONCEPTUAL ONLY. 2. FINAL DE516N AND LOADING TO BE VERIFIED PER 5TRUCT. ENGR., MANUF. OR CONTRACTOR. 3. ANY CHANGE5 5HALL BE VERIFIED VIA GREAT HOU5E DE51GN AND / OR 5TRUCT. ENGR. PRIOR TO IN5TALLATION DUE TO P0551BLE 5TRUCTURAL AND FOUNDATION LOADING IMPLICATION5. 4. FIELD VERIFY 4 DESIGN ALL NEW TRU55E5 A5 REQUIRED TO EN5URE ALL FA5CIA5 / RAKES LINE-UP / MATCH AROUND ENTIRE ROOF 5Y5TEM PER ELEVATIONS AND/OR MATCH ADJACENT EX 15T. ROOF PLANES $ FA5C I A5 IF APPLICABLE 4x6 FLAT _. VAULT- 7 Lu °ICN ua Z 4'-0' FLAT 4) VAULT FLAT z =1� ` 0, Q - - - 2x4 WALL -- -- -�- IC03 F - - - - - - I L - I Iii 46 RIGID BAFFLE = R-49 (FLAT) ALL VENT5 1" SCREENED AIR VENT5 4 8d 12-13-19 ROOF FRAMING PLAN. NEW ROOF, - ASPHALT SHINGLES - 15 FELT (MIN) - 1/2" SHEATHING - ENGRD. TRUSSES NEW FURRING 0 C; 2 12 Q' RIGID BAFFLE BEVEL -CUT 2x6 BLOCKING w/ R-49 (FLAT) ALL VENT5 1" SCREENED AIR VENT5 4 8d _LL� is ALL VENTS THRU SHEATHING a 4" O.C. 4'-0" 2 - - - - R-49 (FLA OPT. 2x4 TRIMMER 12 - is TOP OF SIDING NEW PURRING NEW 2x4 WALL 2x(o FASCIA VAULTED INSUL. BATH ONLY OPT.: LIVING ROOM BATH KITCHEN o FLAT 4x6 HDR Q NEW WA L - NEW APA PANEL SIDING MEW ADDN) > NEW IFLOOR: '- - HOU5-URAP -1/s" TSG DECKING - NEW 2x6 STUDS s 16" O.C. MEW ADDN) - 2x8 RIM BLOCKING s CMU - ed s 60-C. s EDGE5/12" FIELD - 2x8 JOISTS a 16, O.C. (RIP TO n - PURR EXIST. 2x4 WALL TO 5-1a' ADJ. FOR 5LA13 SLOPE) - R-21 ADV. IN5UL - R-25 INSUL (MIN) - 2x4 P.T. SLEEPERS (REDHEADS FURR INTO 5LA13 s 46" O.C) - 6 MIL VB. OVER SLAB r- 5(DEWALK 15T_ 6p g'_6" 6�� bx8xi6 CMU STEM w/ vox10" A.B. THRU GROUTED HOLES INTO 6" 5LAB EXIST. FDN. 97Y O.CJ12" MAX 5 CORNERS (12-23-19)pJ S C It ION, I NOTE5: I. PROVIDE 5MOKE ALARM5 IN EACH 5LEEPING ROOM AND NEARBY OUT5IDE ALL 5LEEPING AREA5 4 ON EACH ADDITIONAL BUILDING FLOOR LEVEL PER LOCAL CODE5. 2. PROVIDE CARBON MONOXIDE ALARM5 PER LOCAL CODE5. 3. PROVIDE VENTILATION EXHAUST PER LOCAL CODES 4. PROVIDE ATTIC VENTILATION 4 ACCE55 PER LOCAL CODES. 5. PROVIDE EMERGENCY EGRE55 FROM EACH SLEEPING ROOM PER LOCAL. CODES. 6. PROVIDE 24"x W MIN. ACCE55E5 TO ENTIRE CRAWL5PACE. CONTRACTOR RBPON5 I B I L I T I E5: I. COORDINATE EXECUTION OF ALL WORK 4 DO NOT DEVIATE FROM APPROVED FINAL CODE - COMPLIANT PLAN5. 2. VERIFY ALL EX15TING JOB SITE CONDITIONS 4 DIMENSIONS PRIOR TO BEGINNING WORK. 3. NOTIFY ARCHITECT OF ANY D15CREPANCIE5 ON PLAN5 OR ANY POTENTIAL CHANGES PRIOR TO COMMENCING ANY WORK. 4. OBTAIN 4 COMPLY w/ ALL MANUFACTURER'S DOCUMENTATION FOR STORING, HANDLING 4 IN5TALLING ALL PRODUCT5. 5. COORDINATE 5CHEDULING OF ALL 5UBMITTAL5, IN5PECTION5, 5PECIAL IN5PECTION5, TESTING 4 TE5T RE5ULT5. COMPLY WITH ALL CODE5. 6. ALL 5PECIAL IN5PECTION5 PAID BY OWNER. NEW ROOR - ASPHALT SHINGLES - 150 FELT (MIN.) - 1/2" SHEATHING - ENGRD. TRUSSES Q 5 RIGID BAFFLE is ALL VENTS - - - - R-49 (FLA 2x6 RAFTERS A A UV R-21 31 NEW 2x4 WALL UV Y' RIGID INSUL. BATH ONLY OPT.: BATH KITCHEN o FLAT NEW FLOOR . .• • INSUL m �� ♦ , 1 POE�F (11-Z3-19) � 5ECTION, BEVEL -CUT 2x6 BLOCKING w/ 1" SCREENED AIR VENTS 4 8d THRU 5HEATHING is 4' O.C. OPT. 2x4 TRIMMER 6 TOP OF 51DING �- 2x6 FASCIA NEW WALL- - NEW APA PANEL 51DING HOU5EURAP - NEW 2x6 STUDS a 16" O.C. - ed 9 60-C. 9 EDGES/12" FIELD - R-21 ADV. IN5UL REVISIONS I BY 1 O � w W oWry 0 Q� 0 �OI­-_W O = (.0 L� joo z r_1 Uy U `..n n CD d- ry O W z w 0) X O m O n E N I I Cp 00 Cu 000Cn c� 1 0 � C.7 E E_ Cn - Z � W OCD � Q � Z � C:) 0 U W Z CDlU oDate Received - Q Date 12-19 JAN 212020 Scale 1/4'=1'-019 Or°sg'sna! Subcni8tal Drawn NB 2 Of 3 Sheet Sheet .­ GENERAL NOTES: These plans were designed to conform to the 2017 ORSC & 2014 OSSC standards and current applicable local codes and interpretations at the time the plans were drawn. Constant changes in building codes, locally and nationally, changes in environmental / FEMA requirements and local options for plumbing, heating/cooling and wiring, makes exact conformity to all building regulations difficult. Consequently, the use of these plans is subject to local code requirements and interpretations. It is the responsibility of the General Contractor to evaluate these plans for conformity to local codes, accuracy, and acceptable detail PRIOR to any construction, ordering or installation of construction components. If any discrepancy is perceived, the Gen. Contractor shall notify Great House Design before proceeding. Any additional design or drawing services required by local code or after plans are initially delivered are subject to Great House Design standard service fees. Written dimensions shall take precedence over scaled dimensions. DO NOT SCALE DRAWINGS. Great House Design, does not guarantee the availability of any manufactured product suggested or specified on the plans or specifications. The builder is advised to verify the availability of all manufactured products before proceeding with construction, especially those items affecting rough opening dimensions or other dimensions on the plans. All manufactured materials, components, fasteners, assemblies, etc., shall be handled and installed in conformance with manufacturers specifications and instructions. Where specific products are called for, generic equivalence which meet applicable standards and specifications may be used. In event of a conflict between applicable codes and regulations and reference standards of these plans and specifications, the more stringent provisions shall govern. No variation beyond ORSC required by a Building Official shall be binding on the Designer. Specifications and drawings indicate finished structure. Builder shall be responsible for construction methods, procedures and conditions except as specifically indicated otherwise in contract documents. All products shall be installed per manuf. guidelines. Great House Design shall not be held responsible for any special application, installation modifications or variations from manuf. intended use, design criteria, or engineering. CONTRACTOR5 W5PON51131LITIE5 OIT 15 THE RE5PON5I5ILITY OF ALL CONTRACTORS / OWNER/ INSTALLERS, TO FULLY REVIEW PLANS PRIOR TO EXCAVATION, ORDERING, CONSTRUCTION, OR INSTALLING ANY MATERIALS, A55EMBLY OR RELATED CONSTRt,ICTION COMPONENTS. O2 IT IS THE RESPONSIBILITY OF ALL CONTRACTORS / OWNER/ INSTALLERS TO ALERT GREAT HOUSE DESIGN TO ANY QUESTION5, DESIRED CHANGES OR PERCEIVED DISCREPANCIES IN PLAN SET, MATERIALS, FRAMING METHOD5, ETC. DURING PRE -CONSTRUCTION REVIEW PROCESS. IT 15 THE RESPONSIBILITY OF ALL CONTRACTORS TO COORDINATE ALL PERMITS, IN5PECTION5, TRADES, 4 SCHEDULES. AL50 TO MAINTAIN FULL COMPLIANCE WITH FINAL APPROVED PLAN SET, ALL APPLICABLE LOCAL 4 STATE BUILDING CODES / REGULATIONS ! INTERPRETATIONS. 4 DIMENSIONS ARE THE REQUIRED MEA5UP -_MT5 OF ROUGH FRAMING / OPENING5. (FIELD VERIFY t ADJUST AS REQUIRED). DO NOT SCALE PLAN COPIES. STRUCTURAL ENGINEERING: It is Great House Design's Policy to have all designs and plans reviewed and subjected to a Structural Engineer's calculations for foundation, framing members, connectors, fasteners. NO changes are to be made on plans or job site by any person without permission of Engineer. 1. All shear panels require holdowns to be installed in PAIRS. one at each end of EACH Danel. 2. DO NOT install vents in stem wall under OR near shear panel walls or load-bearing points. 3. All nailing to be according to size and frequency as notedon plans and per engineer's calculation package as submitted to and approved by official al Plan Reviewer(s). 4. All framing members are to be installed per engineer's specifications including hangers, post caps/bases, bolts, straps, holdowns, truss ties (& per manuf. recommendations). METAL -WOOD CONNECTIONS: All exterior lumber shall be pressure -treated or equiv. All metal connectors and fasteners installed into pressure -treated lumber shall be Z -max, zinc-dipped/coated or equivalent to combat corrosive reaction. Verify per local codes and requirements prior to ordering or installation. Verify if hot -dip galvanizing or stainless steel products are preferred per structural engineer, local plans reviewer, or special circumstances. Do not substitute any connector without first verifying w/ Great House Design, structural engineer and/or local plans reviewer. Install all connectors per manuf. recommendations. Doors other than main entry INSULATION: (VERIFY PER FOCAL ENERGY OPTIONS) TABLE N 1 101.1.1(2) ADDITIONAL ENERGY MEASURE(s): 2+A Roof: LOADS0 : Vaulted Areas (U-0.026) R--38 Flat Ceilings (U-0.017) R-49 Exterior Walls Roof, 2x6 Studs (U-0.057) R-21 Adv. Floors over unheated spaces (U-0.026) R--38 Basement walls R--21 Slab floor edge insulation (Rigid) R-15 Forced air duct insulation R-10 Cantilevered floor & floors over garages R-38 Windows: U-0.28 Skylights <2% U--0.50 Doors other than main entry U-0.20 Main entry door, Maximum 24 sq. ft. U-0.40 FOUNDATIONS: 1. Footings shall bear on firm, undisturbed soil a recommended 16" min. below new backfill, 12" (code min.) below original grade for one and two story structures, and recommended 18" min. below backfill for three-story structures with 5-7% air entrainment. 2. Foundation and footing sizes are based on a maximum allowable soil bearing pressure per local reqmts. & engr. Verify local conditions and notify owner of any discrepancy. 3. Do not excavate greater than a 1-1/2:12 slope below footings. 4. Footings to extend below local frost line or 16 below finish grade, whichever is greater. CONCRETE: 1. All foundation wall and footing concrete shall develop a minimum compressive strength of 2,500 psf @ 28 days (or 3,000 psf w/ no special inspection per engr.) 2. All concrete slabs shall develop a min. compressive strength of 2,500 psf at 28 days. 3. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards. 4. Back fill shall not be placed against basement retaining walls until: A. Concrete or masonry grout has reached its 28 day strength. B. Structural floor framing diapragm(s) (including sub -floor) required to stabilize walls is completely installed, fully nailed and anchored. 5. Apply approved moisture -resistant film or approved foundation coating on all exterior wall faces below grade, and approved sealant on all exposed concrete wall surfaces above grade and all slabs not covered by finish floor materials. DESIGN LOADS0 : (Refer to R602.3(1) & R602.3(2) from 2017 ORSC) All solid sawn lumber shall be Douglas Fir / Larch MINIMUM DEAD LOADS: All reinforcing steel shall be deformed steel bars MINIMUM LIVE LOADS: Roof, with shakes/shingles 20psf Floor 40psf Roof, with clay/concrete tiles 25psf Stairs 100psf isee plan for material usedl Decks 40psf Floor grid width plus 2'. 20psf Garage 50psf or 2000# Pt. Ld.) 5. Splices: reinforcement in concrete and masonry shall have lap lengths as follows, (40 recommended) Roof (Snow Load) 25psf or per local regmts.) FOUNDATIONS: 1. Footings shall bear on firm, undisturbed soil a recommended 16" min. below new backfill, 12" (code min.) below original grade for one and two story structures, and recommended 18" min. below backfill for three-story structures with 5-7% air entrainment. 2. Foundation and footing sizes are based on a maximum allowable soil bearing pressure per local reqmts. & engr. Verify local conditions and notify owner of any discrepancy. 3. Do not excavate greater than a 1-1/2:12 slope below footings. 4. Footings to extend below local frost line or 16 below finish grade, whichever is greater. CONCRETE: 1. All foundation wall and footing concrete shall develop a minimum compressive strength of 2,500 psf @ 28 days (or 3,000 psf w/ no special inspection per engr.) 2. All concrete slabs shall develop a min. compressive strength of 2,500 psf at 28 days. 3. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards. 4. Back fill shall not be placed against basement retaining walls until: A. Concrete or masonry grout has reached its 28 day strength. B. Structural floor framing diapragm(s) (including sub -floor) required to stabilize walls is completely installed, fully nailed and anchored. 5. Apply approved moisture -resistant film or approved foundation coating on all exterior wall faces below grade, and approved sealant on all exposed concrete wall surfaces above grade and all slabs not covered by finish floor materials. WOOD FRAMING.0 REINFORCING STEEL: Scale (Refer to R602.3(1) & R602.3(2) from 2017 ORSC) All solid sawn lumber shall be Douglas Fir / Larch 1. All reinforcing steel shall be deformed steel bars conforming to ASTM A615, (#4 typ.) standard grading rules. or GRADE 60 (#5 or greater). A615 or A706 or meet alternate rebar size stairs where storage space is available. Separation per requirements of R404.1.2 (9). #2 2. All reinforcing steel shall be manufactured detailed, fabricated and placed in accordance C. Sills, Plates & Blocking with ACI 3188, ACI 315R AND ACI SP 66. D. Studs 3. Welded wire fabric shall conform to ASTM A185, In as long a length as is practicable. F. Sub -Floor over Joists Welded wire fabric shall be lapped at least one grid width plus 2'. 4. Reinforcement shall be bent cold and shall not be welded. 5. Splices: reinforcement in concrete and masonry shall have lap lengths as follows, A.I.T.C. Industrial Grade with dry use adhesive. FV =190 psi unless otherwise specified on drawings. E =1,800,000 psi Exposed solid sawn lumber shall be "clear" grade, Bar Size In Concrete: In Masonry: or better headers unless otherwise noted. 3 1'-6" 2'-0" 4 2'-0" 2'-6" 16d 5 2'-6" 3'-0" 6. Placement: 16d A. Reinforcement shall be accurately placed and supported by concrete, metal or Double Top Plate other approved chairs, spacers or ties and secure against displacement during concrete or grout placement. at 16" o.c. Face Nailed Double Studs B. Except where otherwise noted reinforcement shall have concrete cover as follows: i= 1. Concrete deposited against earth 3" Corner Studs 2. Formed concrete against earth 2" 3. Exterior faces of walls 2" Top Plates At Laps & Intersection 4. Interior faces of walls 3/4" exterior envelope. All doors doors be double 5. To top of slabs -on -grade 3/4" WOOD FRAMING.0 0 Scale (Refer to R602.3(1) & R602.3(2) from 2017 ORSC) All solid sawn lumber shall be Douglas Fir / Larch installed as noted on the plans and connected as specified in the nailing schedule below. Lumber shall be graded in accordance with current Western Wood Products Assoc. (WWPA) standard grading rules. Lumber grades for uses to be: stairs where storage space is available. Separation per A. Posts, Beams & Headers #2 B. Floor, Ceiling Joists, & Rafters #2 or better C. Sills, Plates & Blocking #2 D. Studs D. F. "stud" E. Wall & Roof Sheathing 7/16" min. APA -rated sheathing F. Sub -Floor over Joists 3/4" T&G @ 16" O.C. (glue -nailed) 16d 1-1/8" T&G @ 24" O.C. (glue -nailed) G. Underlayment 1/2 it underlayment grade particleboard H. Glu -Laminated Beams FB =2,400 psi A.I.T.C. Industrial Grade with dry use adhesive. FV =190 psi JWet use adhesive for exterior usel E =1,800,000 psi Exposed solid sawn lumber shall be "clear" grade, free of heart. All exterior wall and interior bearing wall openings shall have 4x8 min. D.F. #2 or better headers unless otherwise noted. NAILING SCHEDULE: 0 Scale (Refer to R602.3(1) & R602.3(2) from 2017 ORSC) CONNECTION: NAILING: LJ_ Joist to Sill or Beam d - [3] stairs where storage space is available. Separation per 8d Toe -Nailed Bridging to joists 0 2 .� 8d Toe -Nailed each end 2x T&G Decking/Sub-Floor to Beams w 2 00 16d Toe Nail through Tongue Rim Joist to Joists z [3] 16d Face Nailed Studs to sole plate a_ N Q 16d Face Nailed each end Sole Plate to Joists or Blocking 1 [21 CDv 16d at 16" o.c. Face Nailed Sole Plate or Top Plate to Studs o [2] 16d Face Nailed Double Top Plate [1] 16d at 16" o.c. Face Nailed Double Studs 0 [1] i= 16d at 16" o.c. Face Nailed Corner Studs [1] 16d at 16" o.c. Face Nailed Top Plates At Laps & Intersection W [2] exterior envelope. All doors doors be double 16d Face Nailed Headers to Top Plates Z [ 1 ] windows, patio and with glass shall glazed 16d at 16"O.c. Face Nailed Ceiling Joists to Plates [3] 8d Toe -Nailed Joist Laps over Partitions 3] 16d Face Nailed Ceiling Joists to Plates n 3] 16d Face Nailed Rafters to Top Plate [3] 8d Toe Nailed with "Simpson" H Connectors (verify per engineer) T & G Sub -Floor to joists [1] 10d Common at 6" o.c. at edges & 10" o.c. in field 1/2" Panel Wall Sheathing [1] 8d Common at 6" o.c. at edges & 12" o.c. in field 1/2' Panel Roof Sheathing [1] 8d Common at 3" o.c. at 2x blocking through sheathing NAILING SCHEDULE NOTES. A. All frame walls shall have stud framing placed at 16"o.c. unless otherwise noted. B. Double top plates with 24" lap required on all walls unless otherwise noted. C. All headers shall have continuous vertical bearing members to sole plate. D. Double joists under all walls parallel to joists unless otherwise noted. E. Block all stud walls with 2x as required for sheathing panels. F. Solid Blocking between all joists and rafters at supporting walls and beams required except at rim joists. G. Double rim joists at all walls parallel to joists. H. Beams, girders and joists supporting bearing walls or concentrated loads shall not be notched unless verified with Structural Engineer. I. No rafters shall be notched to provide full bearing at supports. J. All beams shall have 3" min. bearing and joists 2" bearing Q supports. K. Lap all joists 6" minimum © all interior bearing supports. L. Mud sills and ledger boards at concrete walls shall have anchor bolts with size and spacing per engineering as shown on the drawing with 3"x3"x.229". plate washers. Secure each board with at least two bolts and one within 12" of each end or wall corner. M. Cover surfaces behind siding, shingles at all walls with approved moisture - resistant building wrap, or equivalent product. See R702.2. N. Provide double framing at all roof & floor diaphragm penetration unless otherwise noted on plans. MISCELLANEOUS: A. Contractor shall verify ALL conditions and dimensions prior to beginning work and shall notify Great House Design of ANY question/discrepancy. B. Contractor shall be responsible for ALL variations or deviations from the plans performed or installed without written confirmation from Designer. C. Contractor shall provide adequate bracing or otherwise support all portions of the structure until all members have been permanently connected together. D. Plumbing diagrams or drawings shall be provided by the plumbing contractor if required. E. Heating/Cooling duct diagrams or drawings shall be provided by the heating/cooling contractor if required. F. Heat loss or energy use calculations shall be provided by heating cooling contractor or other professional as required by Building Official. G. Truss design, engineering and plans shall be provided by truss manufacturer and verified prior to manufacture/delivery. H. Each bedroom shall have at least one window with a sill height of 44" maximum above the floor and sized in compliance with egress codes. REVISIONS I BY I ry 0 Scale O N S. Provide 1 hr. fire wall between garage and livingareas, LJ_ 17- LLJ d - Sheet stairs where storage space is available. Separation per R302.2.8/.5.1 Q � cn 0 fuel heating appliances. .� :75; _o w O= 00 � � 00r_1 z 2 ry U `n a_ N Q 4 o to these plans. CDv board and a hard, moisture resistant surface up to 6'-0 above floor o [min]. All glass in tub area shall be tempered per code. L. 0 �. i= w through sheet metal ducts. Caulk around all penetrations through LLl • 1. 0 Scale N/A N S. Provide 1 hr. fire wall between garage and livingareas, and under all Of 3 d - Sheet stairs where storage space is available. Separation per R302.2.8/.5.1 'Cn I fuel heating appliances. .� _o W Z 00 000 approved 2 CO detectors per R315 & R314 for smoke alarms. � I CO Q 4 o to these plans. 0 board and a hard, moisture resistant surface up to 6'-0 above floor o [min]. All glass in tub area shall be tempered per code. L. All exhaust fans, range hoods and dryers shall vent to the outside i= 1. All fireplace openings shall be provided with tempered glass doors. Scale N/A Drawn S. Provide 1 hr. fire wall between garage and livingareas, and under all Of 3 Provide outside combustion air for fireplaces, wood stoves and liquid Sheet stairs where storage space is available. Separation per R302.2.8/.5.1 fuel heating appliances. .� W J. Smoke detectors to be connected to house power/located per code. assembles with 1-3/4 solid core wood doors or code approved CO detectors per R315 & R314 for smoke alarms. equivalence and self-closing mechanisms. R302.5.1.1 Q K. Tub and tub/shower enclosures to have 1/2" water resistant gypsum to these plans. board and a hard, moisture resistant surface up to 6'-0 above floor [min]. All glass in tub area shall be tempered per code. L. All exhaust fans, range hoods and dryers shall vent to the outside through sheet metal ducts. Caulk around all penetrations through 4 W M. exterior envelope. All doors doors be double Z windows, patio and with glass shall glazed insulated units with wood or thermally broken aluminum frames and N. sashes. All glass within 12" of a door and/or within 18" of the floor or a -�.. n walkway shall be tempered glazing. U. All wood in permanent contact with concrete or soil shall be pressure treated with a water barrier preservative or sheilded with felt paper. R. All exterior walls & walls common to unheated spaces shall be 2x6 studs ® 16" o.c. with R-21 insulation unless otherwise noted. Scale N/A Drawn S. Provide 1 hr. fire wall between garage and livingareas, and under all Of 3 Sheet Sheet stairs where storage space is available. Separation per R302.2.8/.5.1 per R302.6 min. T. All doors between garage and living areas shall be 1 hr. fire rated assembles with 1-3/4 solid core wood doors or code approved equivalence and self-closing mechanisms. R302.5.1.1 U. Please call this office at [541] 688-3492 for any questions relating to these plans. Date 12-19 Scale N/A Drawn TVB 3 Of 3 Sheet Sheet