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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/26/2022BARBARA BALL O fA A E) U 2016 "J" STREET SIORIN FIELD, ORECxON C>ESI NER: CONTRACTO'rw*.- CHAPTER 11 -ENERGY EFFICIENCY PRESCRIPTIVE ENVELOPE REQUIREMENTS" : TABLE N1101,1 (1) BUILDING COMPONENTS STANDARD BASE CASE REQUIRED PERFORMANCE EQUIV, VALUEb WALL INSULATION, A50VE GRADE U-0,059 R-21 Intermediate WALL INSULATION, BELOW GRADE U-0,063 R -15/R-21 FLAT CEILINGS U-0,021 R-49 VAULTED CEILINGS U-0,033 R-30 Rafter or R -302,n Scissor Truss UNDERFLOOR U-0,033 R-30 6LA5 FLOOR EDGE PERIMETER F-0.520 R-15 HEATED SLAP INTERIOR n/a R-10 WINDOW GLASS U=0,30 U=0,30 WINDOW AREA LIMITATION n/a n/a SKYLIGHTS U=0,50 U=0.50 EXTERIOR DOORS, m U=0,20 U=0,20 EXTERIOR DOOR W/> 2,5 S.F. GLAZING U=0,40 U-0,40 FORCED AIR DUCT INSULATION n/a R-8 FOR ALL OTHER ENVELOPE ENHANCEMENT MEASURES PLEASE REFER TO THE OREGON RESIDENTIAL SPECIALTY CODE, CHAPTER 11, ENERGY EFFICIENCY, A, R -VALUES ARE MINIMUMS, U -FACTORS AND SHGC ARE MAXIMUMS, R-21 &HALL BE PERMITTED TO BE COMPRESSED INTO A 2X6 CAVITY. B, THE FENESTRATION U -FACTOR COLUMN EXCLUDES S<YLIGHT&, THE 5HGC COLUMN APPLIES TO ALL GLAZED FENESTRATION/ C, THE FIRST R -VALUE APPLIES TO CONTINUES INSULATION. THE SECOND TO FRAMING CAVITY INSULATION, EITHER METHOD MEET& THE REQUIREMENT, D, R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUE FOR HEATED BLAB&, E, OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-21 MINIMUM, F, "13+5" MEANS R-13 CAVITY INSULATION PLU6 R-5 INSULATED SHEATHING, IF STRUCTURAL SHEATHING COVERS 25 PERCENT OR LE66 OF THE EXTERIOR, INSULATING SHEATHING 16 NOT REQUIRED WHERE STRUCTURAL SHEATHING 16 USED, IF STRUCTURAL SHEATHING COVER6 MORE THAN 25 PERCENT OF EXTERIOR, STRUCTURAL SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2, Ted 'a C)raftin!a 066153n arbara alcom�owner I TA5LE 8301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FLOOR LIVE ROOF 6NOW WIND SEISMIC SUBJECT TO SUBJECT TO LOAD LOAD PRESSURE CONDITION DAMAGE FROM DAMAGE FROM (LBS PER SQ, FT,) (LBB PER &Q, FT,) (L56 PER BQ, FT,) BY ZONE FLOOR W/ELECTRICAL, FRAMING PLAN WEATHERING FROST LINE TERMITE DECAY DEPTH 40 2E� 18 D-1 MODERATE 18 11 MODERATE SLIGHT 2021 OREGON RESIDENTIAL SPECIALY CODE WILDLAND-URBAN INTERFACE CODE SECTION R3 2 "7 WILDFIRE HAZARD MITIGATI®N CLA65 3 - lgn i t i on -resistant Construction 321,14 32-1,3 General Class 3 Ignition -resistant Construction shall be in accordance with Section 32Z, 32-1,3,1,1 Roof covering. Roofs shall have at least a Class C covering, Class B roof assembly or an approved non-combustible roof covering. For roof coverings where the profile allows a space between the roof covering and roof decking, the space at the eve ends shall be fire -stopped to precede entry of flames or ambers, (SEE ELEVATIONS AND TYP. WALL SECTIONS) 3214,(0.4 Unenclosed under -floor protection. Buildings or structures shall have all under -floor areas enclosed to the ground with exterior walls, Exception: Complete enclosure may be omitted where the underside of all exposed floors and all exposed structural columns, beams and supporting walls are protected as required for exterior 1 -hour fire -resistance -rated construction or heavy timber construction, (SEE FRONT 4 REAR AND BIDE ELEVATION&) 32-7,4,4 Vents, Attic ventilation openings, soffit vents, foundation or under -floor vents or other ventialtion openings in vertical exterior walls and vents through roofs shall not exceed 144 square inches each. Such vents shall be covered with noncombustible corrosion resistant mesh with openings not to exceed 1/8 inch, (SEE ELEVATIONS FOR GABLE END VENTS) (SEE TYP, WALL SECTIONS FOR SOFFIT VENT6) (SEE CRAWL &PACE NOTES ON FOOTING 4 FOUNDATION SHEET) 541�851�13381 541�521�4232 INDEX OF DRAWINGS SHEET NO, DESCRIPTION 1 COVER 6HEET 2 SITE PLAN 3 GENERAL NOTES 4 ELEVATIONS 5 FOUNDATION PLAN, ROOF PLAN, BUILDING SECTION -A FLOOR W/ELECTRICAL, FRAMING PLAN BRACE WALL DETAILS CONTACT INFORMATION: BARBARA 5ALCOM 201(o "J" STREET SPRINGFIELD, OR 91411 (841)-521-4232 DRAWING 1 OF i 0°w z N4U(Y U`�1(Lpm= 3:x cv Wg121 0 OW-U>� z9UW �N dZa }- a kn O �dOcOW= Ofktkw�� �Jp(Lpw� 20'-011 la' -011 41_011 10'-011 34'-211 20'-211 33'-10" 2E�'-011 D D r CIT`r SIDEWALK 15'-011 WOIIIIIIII• LOT COVERAGE: EXISTING RESIDENCE: 10-12 SQ,FT, ADU AREAS: &25 SQ,F-T, TOTAL STRUCTURES: 1(o9i SQ,F-T, LOQ' SIZE: 8,43ro SQ, F -T, PERCENTAGE OF COVERAGE: 20,1190 r� 34' 11 -2 • 33'-10'1 2011 "J" STREET SPRINGFIELD, OR. 91411 25'-011 20'-0" l� L' j �'4 { C t L -4 r� 7 Zvi I SCALE: 3/fro" = V-0 11 o� r- a-rp ro ✓5e C DRAWING 2 OF -1 N Opo W Q Q uI � ztYWm,�' z E Q�pi-� � O °o oD'n D`4 z O ix l m� Qm MIN, 10'-0" SIDE 6ET5j4CK TO Q�dz—` T � Q z O jW Q N ,CDU V N X a n a D'4 D•a Wzwa ?nn-�LL �1- SCREENED IN O+- O a a POWER TRASH CONTAINER 1 O METER 4 a D D e a Dm )D D e D`n D I 1 1 \i _J D ? I EW A �' I ______________T —_____________________—___r___.___________�_________� -- � I I 1 �{ ! ) I D a b ° D D D D D 1 1 D D D D D I I 1 I FR OFO," E NEW 1 ■, D D D. )b i I t 1 m De D i DO D D u ° D _ `a 1 1 1 1 CONCRETE d D D b ° D SI�Cy�i/)�� ADU 1 •4 D•4 a'4 � � � a i 1 I D )Q D )4 I 1 D AY` 1_ 40 < 1 I I 4 I I \IO1 1CRET I'� (//� I}�yI jT�'I�rJ 1 1 HEIT 1 4 °, d n O °, ° d D'4 O ° D'a I 1 SIDEWA�.� °D °D ° I rR I 1 EX15TING ��(■�/��� C��, �/ y E51DENCE a Da Dn m D 4 D`a m n D n D a I HEIGHT: 1 6 —O II i --------------�-------------------- I 1 I 1 1 I I I I I I I n a'a D`a a D a I D a j 1 ) _ I I I I 4 4 R , I I oWATER a .4404 D .aao .)D D .) W� �I METE, 7� � ❑ P� i 1 1 i 1m ® ` 1 D D a DD D V I I 1 I ' I q0 -v 1 I e/[ - — 4 .44`4 .4D'a _ I - 1 (` � N jjt.�J ✓ ' I X I — — ' �Q MINIMUM 5'-0" SIDE 5ET5ACK 1 1 D D r CIT`r SIDEWALK 15'-011 WOIIIIIIII• LOT COVERAGE: EXISTING RESIDENCE: 10-12 SQ,FT, ADU AREAS: &25 SQ,F-T, TOTAL STRUCTURES: 1(o9i SQ,F-T, LOQ' SIZE: 8,43ro SQ, F -T, PERCENTAGE OF COVERAGE: 20,1190 r� 34' 11 -2 • 33'-10'1 2011 "J" STREET SPRINGFIELD, OR. 91411 25'-011 20'-0" l� L' j �'4 { C t L -4 r� 7 Zvi I SCALE: 3/fro" = V-0 11 o� r- a-rp ro ✓5e C DRAWING 2 OF -1 V/ zth N Opo W Q Q uI � ztYWm,�' z E Q�pi-� � O z O ix l m� Qm z Q�dz—` T � Q z O jW Q V/ zth N Opo W F Q � ztYWm,�' E Q�pi-� z O ix l Lu to Qm z Q�dz—` T � Q z O jW O�ztttt©o N V N X Q uj Wzwa ?nn-�LL �1- O+- U<CQU-D V/ zth Opo W F LU E Q�pi-� ix l Lu to Qm z Q�dz—` O jW ff''f btu z I ® z U LU I GENERAL STRUCTURAL NOTES CODE: A. All materials and workmanship shall conform to the requirements of the State of Oregon 4 Oregon Residential Specialty Code (ORSC), 2021 Edition. DESIGN LOADS: lr3_W ZLU iz �1- co d) LLO- N d U cplXQ[AZ g w d) o0 NLu0ff ()Z N = _W Z O O C14 W LL J - & (Y 6 = Z z QW- l� (L/ Z L�LI Z IY }- D ILL 0 t- (Ld0NW3 O Ily W W J 1- 00L(21W'D A. Roof Dead Load= 15 per Roor Snow Load= 25psf B. Floor Dead Load= 10psf Floor Live Load= 40 per C, Wind Load= 100 MPH, Exposure "b" D. Seismic Load= Zone D-1 GENERAL: A. Contractor shall be responsible for all construction methods, techniques, sequencing and safety required to complete construction, B. Contractor shall verify all dimensions and details prior to proceeding with construction. All discrepancies shall be approved by the Designer, Architect or Engineer of record. C. Contractor shall verify all require openings on Architectural, Mechanical and Electrical plans. FOUNDATION: A. Footings have been designed for a maximum allowable soil bearing pressure of 1500 per, B. All footings shall be poured over undisturbed native soil. CONCRETE: All structural concrete shall develops a unit compressive stress or 2,500 pal minimum at 28 days per I.B.C., section 1905. REINFORCING STEEL: A, All reinforcing steel shall be rail steel deformed bars conforming to ASTM 4615, Grade 60 bars, except, where welding is required, ASTM A106, Grade 60 bars. B. Details of reinforcing steel shall conform to ASTM Manual of Standard Practice, Code of Standard Practice for Detailing Reinforcing Materials, by CRSI (Latest Edition), C. All concrete slab reinforcing steel shall be supported at the required heights by approved bolsters. D. Welded wire fabric slab reinforcement to conform to ASTM A-185 REINFORCING PROTECTION: A. Concrete deposited against earth = 3 inches B. Concrete formed surfaces exposed to ground or weather: "5 rebar and smaller = 1 1/2 inches M6 rebar and larger = 2 inches C, Slabs - 3/4 inches STRUCTURAL WOOD: A, All structural wood members shall be Coast Region Douglas Fir No.2 or better grade as noted in National Design Specifications for Stress Grade Lumber and its fastenings, unless noted otherwise, B. All studs to be doug-fir stud or better as noted in National Design Specifications for Stress Grade Lumber. C. The Contractor shall furnish and install all bolts, and plates as required to complete the job D. Washers shall los used under all bolt heads and nuts bearing on wood, E, All wood members in contact with concrete or masonry shall be pressure treated. TRUSSES: A, Roof framing members shall be designed to support the specified loads and limits maximum total load deflection to 1/240 of the span B. Truss manufacture's design shall include required bearing, bracing, blocking, fastening and attaching devices to carry the specified loads. C. Roof trusses to be designed to carry all loads noted in Chapter 16, Division 1, Snow Load Design, 1n the Appendix of the International Building Code. D. Erection and installation shall be in accordance with the specifications set forth by the manufacturer. MASONRY: A, Clay masonry units shall conform to ASTM C216, Grade SW having a minimum compressive strength of Fm - 2000 psi, B. Mortar shall be ASTM 210 Type "S" with a minimum compressive strength of 1800 psi at 28 days for above grade masonry work. Below grads masonry shall be Type "M" mortar, C. All masonry construction shall conform with present OSHA requirements including those regarding the establishment of "Limited access zones", D. All masonry construction shall be in accordance with section 604 General Masonry Construction, ACI 530/ASCE 5/TMS 402, E, Masonry units shall be placed in courses of running bond, LIMITATIONS: DESIGNER/DRAFTSMAN WAS RETAINED IN A LIMITED CAPACTY FOR THiS PROJECT. DESIGNED IS BASED ON THE INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR THE ACCURACY OF SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE DESIGNER/DRAFTSMAN FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. USING CONTINUOUSLY SHEATHED METHOD GENERAL REQUIREMENTS: GLAZING: R-308.4 TEMPERED GLASS REQUIRED: GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT WHERE THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR: VERTICLE EDGE IS WITHIN 24" ARC OF ANY DOOR IN A CLOSED POSITION, GLAZING SHALL BE SAFETY GLASS. FIRE DOORS: R-305.1.1 DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID WOOD NOT LESS THAN 13/0" THICK SOLID, OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 13/8" THICK OR 20 MIN, FIRE RATED DOOR, TYPICAL 1 HOUR FIRERATED WALL: R-302,5 5/8" TYPE 'X' FIRERATED DRYWALL TAPED 4 SANDED 2x6 STUDS 6 16" o,c, 5/8" TYPE 'X' FIRERATED DRYWALL TAPED 4 SANDED EMERGENCY ESCAPE 4 RESCUE OPENINGS R-310 EMERGENCY EGRESS OPENINGS: EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR, ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM CLEAR OPENING OF 5,1 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. ELECTRICAL REQUIREMENTS: ALL ELECTRICAL WIRING SHALL CONFORM TO THE GENERAL REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AND THOSE CODES AND REGULATIONS ADOPTED BY THE STATE OF OREGON, NEC 210.8 GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION. GFCI'S INSTALLED IN BATHROOMS WITHIN 3 FEET, 4 12" OF KITCHEN, WET BAR, OR UTILITY SINKS. NEC 210.12: ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALL BEDROOM OUTLETS. NEC 406.11: TAMPER RESISTANT RECEPTACLES ARE REQUIRED AT ALL LOCATIONS. NEC 406.8: ALL OUTSIDE RECEPTACLES MUST BE "WR" RATED (WEATHER RESISTANT) N 1101: 50`o OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES ON THE BUILDING CONTAIN HIGH EFFICIENCY LAMPS. (MIMIMUM 40 LUMENS PER WATT). HEATING ELEMENTS AND/OR SWITCHES FOR GAS APPLIANCES SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, FUEL BURNING EQUIPMENT SHALL BE PROVIDED WITH A SUPPLY OF AIR FOR FUEL COMBUSTION ONE OPENING WITHIN 12" OF THE TOP AND BOTTOM, SMOKE/CARSON MONOXIDE ALARMS R-314, R-315 EFFECTIVE APRIL i, 2011. SMOKE/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND CELLARS. LANDINGS: R-311,8.1 PROVIDE A MINIMUM 3'X 3' LANDING ON EACH SIDE OF EGRESS DOOR, NOT MORE THAN 1 1/2" LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: LANDING AT EXTERIOR OF EXTERIOR DOORWAY NO MORE THAN 8" BELOW THE TOP OF THRESHOLD. R-311.1 NO WOOD SIDING, SHEATHING OR WALL FRAMING WITHIN 6" OF FINISH GRADE, G-2419.4 SEDIMENT TRAP REQUIRED FOR GAS ZERO CLEARANCE FIREPLACES. TYPICAL HEADER 4"X 12" (EXTERIOR) (2) 2"X 10" (INTERIOR) SEE TABLE R502.51U EXTERIOR SEE TABLE R502.5(2) INTERIOR UNLESS NOTED OTHERWISE. ELECTRICAL NOTES 1. LIGHTS IN CLOSETS TO MEET ORSC E4003.12 2, ELECTRICAL PANELS TO COMPLY WITH IRC E3405 2 30" CLEARANCE MIN, WIDTH AND 6'-6" FLOOR TO HEAD ROOM. 3, KEEP GAS AND ELECTRICAL METERS IN AN AREA THAT IS PROTECTED FROM SNOW AND ICE. 4, ALL SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE BATTERY BACKUP, 4 BE INTERCONNECTED IN ACCORDANCE W/IRC 8314, 5, PROVIDE ONE MULTI -FUNCTION SWITCH TO COVER FULL FUNCTIONS OF FAN, 6, PROVIDE OUTLET BOX THAT IS APPROVED FOR FAN SUPPORT ON ALL CEILING FANS, 1. ALL OUTLETS IN BATHROOMS TO BE +42" AND G.F.I. PROTECTED UNLESS NOTED OTHERWISE. 8, ALL EXTERIOR OUTLETS TO BE +18" G.F,I. AND WATERPROOF UNLESS NOTED OTHERWISE. 9. PROVIDE G.F.I. PROTECTED OUTLET FOR JETTED TUB MOTOR. 10, ALL OUTLETS IN KITCHEN TO BE +42" G.F.I. UNLESS NOTED OTHERWISE. 11. ALL BEDROOM CIRCUITS SHALL HAVE COMBINATION ARC -FAULT BREAKERS. 12, ALL OUTLETS IN GARAGE TO BE +18" AND G.F.I, PROTECTED UNLESS NOTED OTHERWISE. 13, PROVIDE DOOR CHIME AT EACH LEVEL 4 WIRE TO PUSH BUTTON AT ENTRY, 14. ALL OUTLETS IN UNFINISHED BASEMENT TO BE +IS" AND G.F.I. PROTECTED UNLESS NOTED OTHERWISE. 15. AUTOMATIC GARAGE DOOR OPENERS SHALL BE TESTED IN ACCORDANCE WITH UL325, 8309.4, 16. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON EACH HABITABLE LEVEL OF A DWELLING UNIT EQUIPPED WITH A FUEL BURNING APPLIANCE IN ACCORDANCE TO 8315. 11. COMBINATION TYPE ARC FAULT BREAKERS ARE REQUIRED FOR ALL BEDROOM BRANCH CIRCUITS, (LIGHTS, SWITCHES, SMOKE DETECTORS, AND RECEPTACLES), 18, TAMPER RESISTANT TYPE RECEPTACLE OUTLETS REQUIRED THROUGHOUT BUILDING, MECHANICAL NOTES: I. PROVIDE COMBUSTION AIR FOR ALL GAS APPLIANCES AT A RATE OF 1/2 SQ, IN. PER 1000 BTU's, COMBUSTION AIR SHALL BE OBTAINED FROM OUTDOORS OR FROM SPACES FREELY COMMUNICATED WITH THE OUTDOORS, COMBUSTION AIR DUCTS SHALL HAVE AN EXTERIOR COVER OF 1/4" SCREEN. TWO SEPARATE COMBUSTION AIR DUCTS SHALL BE PROVIDED. ONE OF THE REQUIRED DUCTS IS TO TERMINATE IN UPPER 1/2 OF THE ROOM 1/4 PER 1000 BTU. THE OTHER IS TO TERMINATE WITHIN 12" OF FLOOR 1/4 1000 BTU. -ORSC M1101.1 -M1101.2 2. DRYER DUCTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION M1502.4.4 THROUGH 111502,4.1, 3. INSULATE HEATING TRUNK AND BRANCH SUPPLY DUCTS IN UNFINISHED AREAS, CRAWL SPACES, ATTICS, GARAGES, ETC.. 4, PROVIDE 30" CLEARANCE FROM RANGE TOP TO COMBUSTION MATERIALS. FOR EXCEPTIONS, SEE INTERNATIONAL MECHANICAL CODE. SIDE CLEARANCE SHALL BE AS SPECIFIED BY PERMANENT MARKING ON THE UNIT. -ORSC M1901,1 5, PROVIDE EXPANSION TANK ON CULINARY WATER SYSTEM, ORSC P2903.4 6. PROVIDE SEISMIC STRAPS 4 PRESSURE RELIEF VALVE ON ALL WATER HEATERS, 1. PROVIDE MIN. 30" WORK SPACE IN FRONT OF FURNACE AND MIN. 3" ALONG SIDE AND BACK. 8, GAS LOGS SHALL BE PROVIDED WITH A SHUT-OFF VALVE LOCATED OUTSIDE OF THE FIREBOX AND WITHIN 6' OF THE APPLIANCE ORSC G2420.5. IF GAS LOG LIGHTERS ARE USED, FLUE MUST BE PERMANENTLY BLOCKED OPEN. ALL GAS LOG LIGHTERS, AND/OR GAS FIREPLACES REQUIRE OUTSIDE COMBUSTION AIR. ALL FLUES MUST EQUAL i SQ. INCH OF PERMANENTLY BLOCKED OPEN AREA PER 1000 BTU's. ALL ROOMS WHERE GAS LOGS, LOG LIGHTER, OR FIREPLACES ARE INSTALLED MUST EQUAL 50 CUBIC FEET OF VOLUME PER 1000 BTU FOR EVERY PIECE OF EQUIPMENT IN ADDITION TO THE REQUIRED OUTSIDE AIR. ORSC M1102,1 S. PROVIDE VENTILATION SYSTEM IN BATHROOMS/WATER CLOSET COMPARTMENTS, CAPABLE OF PRODUCING EXHAUST RATES IN ACCORDANCE WITH SECTION M1501. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. 10. PROVIDE A COMFORT HEATING SYSTEM CAPABLE OF MAINTAINING 68 DEGREES AT A POINT 36" ABOVE THE FLOOR IN ALL ROOMS, 11. FUEL -BURNING APPLIANCES, INCLUDING FIREPLACES, ARE NOT PERMITTED TO BE INSTALLED IN SLEEPING ROOMS, BATHROOMS, OR TOILET ROOMS UNLESS THE APPLIANCES ARE DIRECT VENT APPLIANCES, 12. FUEL -FIRED WATER HEATERS SHALL NOT BE INSTALLED IN A ROOM USE AS STORAGE CLOSET. NON -DIRECT -VENT WATER HEATERS LOCATED IN A BEDROOM, BATHROOM SHALL BE INSTALLED IN A SEALED ENCLOSURE SO THAT COMBUSTION AIR WILL NOT BE TAKEN FROM THE LIVING SPACE. ORSC M2005,2 13. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18" INCHES ABOVE THE FLOOR IN GARAGES. ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE, ORSC M2005.2 14. APPLIANCES LOCATED IN GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES, ORSC M1301.3.1, r'N= A l l Ilkl/_ 30f:I DOOR 4 WINDOW NOTES N N O 1, BEDROOM WINDOW SILLS FINISHED MUST BE WITHIN 44" OF THE FLOOR AND N PROVIDE A MINIMUM CLEAR OPENING OF 5.1 SQ. FEET WITH HEIGHT DIMENSION NOT LESS THAN 24" AND A WIDTH DIMENSION NOT LESS THAN 20" Q) 11U -ORSC 8310.1-8310,1.4. tl) 2. ALL WINDOWS TO HAVE A U -VALUE OF ,30 OR BETTER. (TABLE N1101.(I)) 00 Hj 3. GLAZING USED IN DOORS AND PANELS OF SHOWERS AND BATHTUB ENCLOSURES AND WALLS ENCLOSING ESE COMPARTMENTS SHALL BE TEMPERED, -ORSC TABLE 308.3 4, TEMPERED GLASS SHALL BE PROVIDED IN: FRAMELESS GLASS DOORS, GLASS IN DOORS, lr3_W ZLU iz �1- co d) LLO- N d U cplXQ[AZ g w d) o0 NLu0ff ()Z N = _W Z O O C14 W LL J - & (Y 6 = Z z QW- l� (L/ Z L�LI Z IY }- D ILL 0 t- (Ld0NW3 O Ily W W J 1- 00L(21W'D }- EQUIPMENT IS LOCATED ON A WOOD FLOOR, PROVIDE A METAL PAN. ORSC P2801.6 GLASS WITHIN 24" ARCH OF DOORS, GLAZING LESS THAN 60" ABOVE A WALKING SURFACE 1, BATHROOM EXHAUST FAN DUCTS MUST CONTINUE AND DISCHARGE DIRECTLY OUTSIDE THE a STRUCTURE. CLOSE PROXIMITY TO ATTIC VENTS OR TO SOFFIT AREAS ARE SPECIALLY THAT IS WITHIN 5 FEET OF STAIRS OR GLAZING WITHIN 5 FEET OF SPAS OR POOLS, CERTAIN PROHIBITED. ALL EXHAUST MUST NOW CONNECT TO AN OPENING WITH PROPER SCREEN W Q E FOR TERMINATIONS IN SOFFIT AND WALL AREAS AND TO AN APPROVED THRU THE ROOF FiXED GLASS PANELS, AND SIMILAR GLAZED OPENINGS SUBJECT TO HUMAN IMPACT. -ORSC R308 DISCHARGE FITTING INSTALLED AS NOT TO BE BLOCKED OR STOPPED BY SNOW OR ICE, 0 4 O 8, BATHTUB AND WHIRLPOOL TUBS MUST HAVE ANTI -SCALD MIXING VALVES LIMITING WATER Zoe }- Z -1 TEMPERATURE TO 120 DEGREES, W 5. WINDOW WELLS TO PROVIDE A MINIMUM NET CLEAR OPENINGS OF 9 SQ. FEET WITH A MINIMUM 9, TUBS AND SHOWERS WITH TILE WALLS REQUIRE CEMENT, FIBER CEMENT, OR GLASS MAT > GYPSUM BACKERS. GREEN BOARD IS NO LONGER ALLOWED IN ANY APPLICATION. DIMENSION OF 36", PROVIDE A PERMANENT LADDER IF WINDOW WELL IS MORE THAN 44" DEEP. N 10, BACKWATER VALVES REQUIRED UNLESS IT CAN BE ESTABLISHED A FIXTURE A FIXTURE IN -ORSC 310.2 THE LOWEST LEVEL OF THE HOME IS NOT BELOW THE ELEVATION OR THE UPSTREAM MANHOLE ul M COVER, THIS WILL REQUIRE THE BASEMENT FLOOR TO BE PLUMBED INDEPENDENT FROM THE UPPER FLOORS, BACKWATER VALVES MUST BE ACCESSIBLE. m } 't�'t' LU Z d Q 11 N � 4 FLUM51NG NOTES: I. HOSE BIBBS TO BE NON -FREEZE, BACK FLOW PREVENTER TYPE. 2, WATER CLOSETS TO HAVE FLOW RATE OF 1,6 GALLONS OR LESS PER FLUSH, ORSC P2903.2 3, SHOWER HEADS TO HAVE A FLOW RATE OF 2,5 GALLONS PER MINUTE OR LESS, ORSC P2903.2 4, SHOWERS SHALL BE FINISHED TO A HEIGHT OF NOT LESS THAN 12" ABOVE THE FLOOR MATERIAL. MATERIAL SHALL BE NON-ABSORBENT. ORBC 83012 5, ALL PLUMBING VENTS THROUGH THE ROOF TO BE SEIZED ACCORDING TO ORSC P3113,1 6, PROVIDE A FLOOR DRAIN BY THE WATER HEATER. IF WATER HEATER OR STEAM SHOWER lr3_W ZLU iz �1- co d) LLO- N d U cplXQ[AZ g w d) o0 NLu0ff ()Z N = _W Z O O C14 W LL J - & (Y 6 = Z z QW- l� (L/ Z L�LI Z IY }- D ILL 0 t- (Ld0NW3 O Ily W W J 1- 00L(21W'D EQUIPMENT IS LOCATED ON A WOOD FLOOR, PROVIDE A METAL PAN. ORSC P2801.6 1, BATHROOM EXHAUST FAN DUCTS MUST CONTINUE AND DISCHARGE DIRECTLY OUTSIDE THE STRUCTURE. CLOSE PROXIMITY TO ATTIC VENTS OR TO SOFFIT AREAS ARE SPECIALLY PROHIBITED. ALL EXHAUST MUST NOW CONNECT TO AN OPENING WITH PROPER SCREEN W Q E FOR TERMINATIONS IN SOFFIT AND WALL AREAS AND TO AN APPROVED THRU THE ROOF Q D (L/ i1 DISCHARGE FITTING INSTALLED AS NOT TO BE BLOCKED OR STOPPED BY SNOW OR ICE, 0 4 O 8, BATHTUB AND WHIRLPOOL TUBS MUST HAVE ANTI -SCALD MIXING VALVES LIMITING WATER Zoe }- Z -1 TEMPERATURE TO 120 DEGREES, d -� 4 Q) 9, TUBS AND SHOWERS WITH TILE WALLS REQUIRE CEMENT, FIBER CEMENT, OR GLASS MAT Q H Z GYPSUM BACKERS. GREEN BOARD IS NO LONGER ALLOWED IN ANY APPLICATION. d) cel Q O `A i (M :E 10, BACKWATER VALVES REQUIRED UNLESS IT CAN BE ESTABLISHED A FIXTURE A FIXTURE IN THE LOWEST LEVEL OF THE HOME IS NOT BELOW THE ELEVATION OR THE UPSTREAM MANHOLE ul M COVER, THIS WILL REQUIRE THE BASEMENT FLOOR TO BE PLUMBED INDEPENDENT FROM THE UPPER FLOORS, BACKWATER VALVES MUST BE ACCESSIBLE. 't�'t' LU Z 1 NOTICE: � O CONSTRUCTION SHALL COMPLY WITH ALL ADOPTED Q Z CODES AND REGULATIONS AS ENFORCED 8Y THE GOVERNING U JURISDICTION, NAMELY THE 2021 OREGON RESIDENTIAL SPECIALTY CODE FOR ONE AND TWO FAMILY DWELLINGS, (ORSC) 2021 EDITION. THE 2021 OREGON ELECTRICAL SPECIALITY CODE (OESC). THE 2021 OREGON PLUMBING SPECIALITY CODE (OPSC), j11 THE 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) THE 2021 OREGON ENERGYEFFICENCY SPECIALTY CODE (OEESC) n, LU v m� I., VERTICAL SIDING LEFT ELEVATION SCALE: 1/411 _ 11_®II ASPHALT SHING=LES ASPHALT SHINGLES TOP OF RIDGE VERTICAL SIDING FRONT ELEVATION SCALE: I/4" = I' -O" DRAWING 4OFI O _w tY w } w N m w } w � � � Q d �Qw zap �o w�Qm� Xoo N w o z® o d Q } cn jYZU�JZfK� fr- OtYtYw�~�- UL1tLLlw� REAR ELEVATION SCALE: 1/411 _ 1,_®II RIGHT ELEVATION SCALE: 1/411 e V_p ll LL ui ■ ASPHALT SHINGLES z 12I I 0 QI 5/4" X 4" CORNER 50 RD o ' > JU JU I � FINISHED GRADE CD ° ° ° ° ° ° ° ° ° ° ° VERTICAL SIDING CD REAR ELEVATION SCALE: 1/411 _ 1,_®II RIGHT ELEVATION SCALE: 1/411 e V_p ll FRAMED ROOF (SEE ROOF PLAN FOR DETAILS) OR ENGINEERED MANUFACTURED TRUSSES Q 24" O.C. OPTIONS: ARCHITECTURAL BO COMP, SHINGLES OR SEAL TAB COMP. SHINGLES #15 L5. ROOFING FELT 1/211 PLYWOOD SHEATHING OR 1/16"055 APA RATED SHEATHING ROOF VENTILATION: PROVIDE ROOF VENTILATION A5 PER SECTION OF THE ORSC (2021) SIMPSON H CLIP FOR TRUSSES APPLICATION ONLY. CONT. GUTTER ON FASCIA BD CLOSED S OPTIONAL HARDIPLANK LAP SIDING APPROVED TYVEK #1063 OR #1064 DRAIN WRAP 1/2" OR 111611 055 RATED SHEATHING (1)-04 HORIZ. REINF, WITHIN THE TOP 12" OF STEMWALL. 112"X1011 ANCHOR BOLTS 610,C.,12" FROM CORNERS EMBEDDED 111 INTO CONCRETE R-311.1 NO WOOD SIDING, SHEATHING OR WALL FRAMING WITHIN 611 OF FINISH GRADE OR 2" FROM CONCRETE. 3" PVG RAINDRAINS TO STREET FOOTING DRAIN IF REQUIRED TO CURB MIN, R-49 INSULATION ALL EXTERIOR WINDOWS AND DOORS TO HAVE MIN, 4X12 HEADERS OR EQUAL, OR AS NOTED ON THE PLANS, 2X6 STUDS #2 OR BETTER, a 1611 OR 24" O.G. 1/2" DRYWALL/5HEETROCK MIN. R-21 INSULATION IN WALLS MINIMUM 3/4" 055 PLYWOOD SUB -FLOOR OR 1/811 GOLD EDGE FLOOR PANELS 9 1/2" 5CI-6000 1.1 FLOOR JOISTS a 1611, 19.211 OR 24" O.G. MIN. R-30 INSULATION IN FLOORS 'ELT BETWEEN JOIST 8 STEMWALL 7 2X4 STUD WALL OVER z LOW POINT DRAIN 6 X 1211 FOOTING 6 MILL VAPOR BARRIERI co (2) #4 CONTINUOUS REINFORCEMENT 6 DEEP X 12 WIDE FOOTINGS ]a" MINIMUM UNDERFLOOR CLEARANCE FROM WITH 611 STEMWALL5 OR AS THE BOTTOM OF A WOOD STRUCTURAL FLOOR NOTED ON THE PLANS TO THE EXPOSED GROUND IN THE CRAWL SPACE, R-319.1 PROTECTION AGAINST DECAY C0N&T UCTION DETAIL6 30 YEAR SEAL TAP COMP ROOFING #151b ROOFING FELT 112" ROOF SHEATHING ENGINEERED MANUFACTURED TRUSSES a 24" O.C. SIMPSON PC P05T C41=5 ALL WOOD MATERIALS TO BE PRESSURE TREATED 3" X LEDGER W1 SIMSON FACE MOUNT LU STANDARD JOIST HANGERS 211 X 0 i FA51CA BD, 4" X 5" FT DFL#1 OR AS NOTED 611 X 611 POST RAILING (MIN 4" SPACING) OPTIONAL DECIDING 211 X 6'1 OR 811 DECXING O SIMPSON PB POST BASE 211 X S" JOISTS Q 1611 O,C, 1 2411 X 2411 X 12" CONCRETE PADS ° W/(2)-#4 EACH WAY . o � v�,Q oo < G > 4eS `.d COVERED DECK DETAILS (TYI=..) POLY VAPOR IER ATTIC; RR-1,4TCH REQUIRED IF 6TEEL IS USED_ IN FOOTING ATTIC VENTS: 1/300TH OF AREA, 50% IN EAVES 509 IN UPPER ROOF OR 1/150TH IN UPPER ROOF • ,Z 9, ENGINEERED MANUFACTURED TRUSSES s 24" ON CENTER. SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. 2r5''-0" -- GS-WSP GS-WSP CS-WSP --------------------------------------------------------------------- d a d G d d d -,-------------- -------------------- 1---1---1---�- i L__ J i j 1-5TORY: 12" WIDE x 6" DEEP -y = U- I CONCRETE FOOTINGS c/w ° i L_ .— J it I (2)*4 CONTINUOUS 12'' WIDE X 6" DEEP FOOTINGS W/(2) -*4 CONT. I I ' FOR 2"X4" SUPPORT PARTITION/PONY WALL FOR BCI 6000 L8 FLOOR JOISTS 16" OC. , - -- - , --------1- -- 1 r R 1 r > ° �---------------------------- - -----------rte- ��-=i------------' , o 1 O , ' 2'_ GRADE AND SLOPE TO DRAIN ' p COVER WITH 6 MILL BARRIER ACCESSIBLE UNDERFLOOR TO ALL AREt6 SH LL E , PROVIDED WITH AN 18"X24" ACCES CRAWL HIDLE. I , , a ' FOUNDATION VENTS REQUIRED WITH ONE WITHIN 3' OF EACH CORNER. , 18" MINIMUM UNDERFLOOR CLEARANCE FROM v THE BOTTOM OF A WOOD STRUCTURAL FLOOR TO THE EXPOSED GROUND IN THE CRAWL SPACE. R-319.1 PROTECTION AGAINST DECAY e `'------------------------------------------------ --------- ' ---------------------------------------------------�-� --e-------v - v Q -------------------------------------------------------------------------- CS-WSP CS-WSP 24X24X12 CONCRETE PAD 24X24X12 CONCRETE PAD W/(2) -*4 EACH WAY W/(2) -*4 EACH WAY I I I I i I t 1 i I 1 FOUNDATION PLAN TYPICAL TRUSS ROOF 30 YEAR ARGH TAB COMP ROOFING 1/16" ROOFING PLYWOOD G/W 'H' CLIPS 2x6 BLOCKING AT PEAK PRE-ENGINEERED TRU55ES 6 24" o.c. - 2x4 TRUSS BRACING - R49 BATT INSULATION 6 MIL POLY V.B. 5/8" CEILING BOARD TAPED 8 SANDED -- 1 -- LIVING ®® ITCH TYPICAL 2x6 SIDING EXTERIOR I L I O I, HARDIBOARD LAP/T-1-11 VERT. SI i x/16" PLYWOOD SHEATHING 2x6 STUDS m 16" o.c. R21 BATT INSULATION -- *1063 TYVEK DRAIN WRAP I/2" DRYWALL IISHED GRADE FINISHED GRADE — •o 0 D D a a a o a o a a a a 1-5TORY: 12" WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2) -*4 CONT, i8" MINIMUM UNDERFLOOR CLEARANCE FROM CONCRETE FOOTINGS c/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF A WOOD STRUCTURAL FLOOR (2)*4 CONTINUOUS FOR BCI 6000 1.8 FLOOR JOISTS a 16" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE, R-319.1 PROTECTION AGAINST DECAY ,^BUILDING SECTION 5CALE: 114 11 = 11-011 ATTIC VENTS: 1/30OTH OF AREA, 50 o IN EAVES 50% IN UPPER ROOF OR 1/150TH IN UPPER ROOF GROUNDING I I I BOLTED -TYPE I I I ELECTRODE CONNECTION DEVICE CONDUCTOR OR EXOTHERMIC WELD O II (I O ° NONMETALLIC GROUNDING PROTECTIVE 6 ELECTRODE ! SLEEVE t I I I � -- NO.4 AWG OR LARGER BARE -------------------------- --- CONCRETE FOUNDATIO ` I -- COPPER CONDUCTOR OR STEEL -- -- -- REINFORCING BAR OR ROD NOr LESS THAN 1/2" DIAMETER 2" 20'-O" MINIMUM DIRECT CONTACT MINIMUM WITH EARTH IIUFER" GROUND IS REQUIRED TO BE PLACED AND INSPECTED PRIOR TO POURING CONCRETE ATTIC VENTS: 1/300TH OF AREA, 50% IN EAVES 509 IN UPPER ROOF OR 1/150TH IN UPPER ROOF • ,Z 9, ENGINEERED MANUFACTURED TRUSSES s 24" ON CENTER. SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. 2r5''-0" -- GS-WSP GS-WSP CS-WSP --------------------------------------------------------------------- d a d G d d d -,-------------- -------------------- 1---1---1---�- i L__ J i j 1-5TORY: 12" WIDE x 6" DEEP -y = U- I CONCRETE FOOTINGS c/w ° i L_ .— J it I (2)*4 CONTINUOUS 12'' WIDE X 6" DEEP FOOTINGS W/(2) -*4 CONT. I I ' FOR 2"X4" SUPPORT PARTITION/PONY WALL FOR BCI 6000 L8 FLOOR JOISTS 16" OC. , - -- - , --------1- -- 1 r R 1 r > ° �---------------------------- - -----------rte- ��-=i------------' , o 1 O , ' 2'_ GRADE AND SLOPE TO DRAIN ' p COVER WITH 6 MILL BARRIER ACCESSIBLE UNDERFLOOR TO ALL AREt6 SH LL E , PROVIDED WITH AN 18"X24" ACCES CRAWL HIDLE. I , , a ' FOUNDATION VENTS REQUIRED WITH ONE WITHIN 3' OF EACH CORNER. , 18" MINIMUM UNDERFLOOR CLEARANCE FROM v THE BOTTOM OF A WOOD STRUCTURAL FLOOR TO THE EXPOSED GROUND IN THE CRAWL SPACE. R-319.1 PROTECTION AGAINST DECAY e `'------------------------------------------------ --------- ' ---------------------------------------------------�-� --e-------v - v Q -------------------------------------------------------------------------- CS-WSP CS-WSP 24X24X12 CONCRETE PAD 24X24X12 CONCRETE PAD W/(2) -*4 EACH WAY W/(2) -*4 EACH WAY I I I I i I t 1 i I 1 FOUNDATION PLAN TYPICAL TRUSS ROOF 30 YEAR ARGH TAB COMP ROOFING 1/16" ROOFING PLYWOOD G/W 'H' CLIPS 2x6 BLOCKING AT PEAK PRE-ENGINEERED TRU55ES 6 24" o.c. - 2x4 TRUSS BRACING - R49 BATT INSULATION 6 MIL POLY V.B. 5/8" CEILING BOARD TAPED 8 SANDED -- 1 -- LIVING ®® ITCH TYPICAL 2x6 SIDING EXTERIOR I L I O I, HARDIBOARD LAP/T-1-11 VERT. SI i x/16" PLYWOOD SHEATHING 2x6 STUDS m 16" o.c. R21 BATT INSULATION -- *1063 TYVEK DRAIN WRAP I/2" DRYWALL IISHED GRADE FINISHED GRADE — •o 0 D D a a a o a o a a a a 1-5TORY: 12" WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2) -*4 CONT, i8" MINIMUM UNDERFLOOR CLEARANCE FROM CONCRETE FOOTINGS c/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF A WOOD STRUCTURAL FLOOR (2)*4 CONTINUOUS FOR BCI 6000 1.8 FLOOR JOISTS a 16" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE, R-319.1 PROTECTION AGAINST DECAY ,^BUILDING SECTION 5CALE: 114 11 = 11-011 ATTIC VENTS: 1/30OTH OF AREA, 50 o IN EAVES 50% IN UPPER ROOF OR 1/150TH IN UPPER ROOF I I I I I I 12 I II (I I I I I I I 12 6 ! t I I I � -- -- -------------------------- --- -- ` I -- -- -- -- -- FOUNDATION PLAN TYPICAL TRUSS ROOF 30 YEAR ARGH TAB COMP ROOFING 1/16" ROOFING PLYWOOD G/W 'H' CLIPS 2x6 BLOCKING AT PEAK PRE-ENGINEERED TRU55ES 6 24" o.c. - 2x4 TRUSS BRACING - R49 BATT INSULATION 6 MIL POLY V.B. 5/8" CEILING BOARD TAPED 8 SANDED -- 1 -- LIVING ®® ITCH TYPICAL 2x6 SIDING EXTERIOR I L I O I, HARDIBOARD LAP/T-1-11 VERT. SI i x/16" PLYWOOD SHEATHING 2x6 STUDS m 16" o.c. R21 BATT INSULATION -- *1063 TYVEK DRAIN WRAP I/2" DRYWALL IISHED GRADE FINISHED GRADE — •o 0 D D a a a o a o a a a a 1-5TORY: 12" WIDE x 6" DEEP 12" WIDE X 6" DEEP FOOTINGS W/(2) -*4 CONT, i8" MINIMUM UNDERFLOOR CLEARANCE FROM CONCRETE FOOTINGS c/w FOR 2"X4" SUPPORT PARTITION/PONY WALL THE BOTTOM OF A WOOD STRUCTURAL FLOOR (2)*4 CONTINUOUS FOR BCI 6000 1.8 FLOOR JOISTS a 16" OC, TO THE EXPOSED GROUND IN THE CRAWL SPACE, R-319.1 PROTECTION AGAINST DECAY ,^BUILDING SECTION 5CALE: 114 11 = 11-011 ATTIC VENTS: 1/30OTH OF AREA, 50 o IN EAVES 50% IN UPPER ROOF OR 1/150TH IN UPPER ROOF I I ROOF I I I I I I 12 I II (I I I I I I I 12 6 ! t I I I � -- -- -------------------------- --- -- ` I I I ROOF 12 I (I I I I I I 6 t I I L-- -- -- -------------------------- --- -- '-- -- -- -- -- -- R00F PLAN ENGINEERED MANUFACTURED TRUSSES 6 24" ON CENTER. SEE ENGINEERED TRUSS DATA SHEETS FOR ADDITIONAL INFORMATION. TYPICAL TRUSS ROOF - 30 YEAR ARCH TAB COMP ROOFING - 1/1( " ROOFING PLYWOOD G/W 'H' CLIPS - 2x6 BLOCKING AT PEAK - PRE-ENGINEERED TRUSSES e) 24" o.c. - 2x4 TRUSS BRACING R49 BATT INSULATION - 6 MIL POLY Y.B. - 5/8" CEILING BOARD TAPED d SANDED DRAWING 5OF-1 Q w W } W N Lu } Qd w w d 0 ulOL W >- O 0 Liz N= Q z 0 0 W U_.Icn �Qoou� a �zu�iz } D CL 0 O (LdO� = UL1tLLlw�0 Lill wo !