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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/9/2022i +; J 0 0— S +' o I F❑UNDATION PLAN � � � I o �,D 116'-0" J J 169,52' P -L, /� David Cole " �J �� (541) 731-9139 IM P.D. Box 70142 Springfield, DR. 97475 PROJECT-, 639 19th. St. Springfield. OR. 97477 #1703 3612 12600 171,1' RL, I I EXISTING MAIN HOUSE00 n CD"A this ._ is n red s ar, Illegal set o plafts-.­ Reproduction of these ares by � any means s is prohib d by Ln federal law, Call Trifonn. Compute. raft-ing o obtain leggy„ copse f this an (5 $ ? 957""5 2 22'-6" L dY12622V�n Pglo�� SEQUENCE OF DRAWINGS SHT, DESCRIPTION PLT1 PLOT PLAN 1 F❑UNDATION PLAN � FLOOR PLAN STRUCTURAL/ROOF PLAN ELECTRIC PLAN 2 DETAILS/ SECTIONS 1"I ELEVATI❑N PLAN q �a r�-- z ?� 0 0 UJ . z � -1—ZZJ z7 UW W H—��?- W =:3W �> :M MQ ¢ � -0 GL'WUUU) W CEJ O>- o m< Z: O O �Q� CDZz = 'D r-) L-' Q c� c W(nU �w�nW �.O <i © W M �-�- U LL- ry c J Q E— M rY C) H = z CL : LLJ 0- 5 m n- J G7 0 U � O L.LJ M cy Z a� Owwry1�=J<C Cy zo�ozv)m� CL o �_z >- Q �om�-7Y�oz c.) a) o --1 0 .; C]- << � W Z�z__CL LLJ U W J — >zzzE5�= w cu Q� r� DATE 1-4-21 SCALE 1/8" = 1' DRAWN BY. D,E,W SHEET. PLT1 � � Q Aco q �a r�-- z ?� 0 0 UJ . z � -1—ZZJ z7 UW W H—��?- W =:3W �> :M MQ ¢ � -0 GL'WUUU) W CEJ O>- o m< Z: O O �Q� CDZz = 'D r-) L-' Q c� c W(nU �w�nW �.O <i © W M �-�- U LL- ry c J Q E— M rY C) H = z CL : LLJ 0- 5 m n- J G7 0 U � O L.LJ M cy Z a� Owwry1�=J<C Cy zo�ozv)m� CL o �_z >- Q �om�-7Y�oz c.) a) o --1 0 .; C]- << � W Z�z__CL LLJ U W J — >zzzE5�= w cu Q� r� DATE 1-4-21 SCALE 1/8" = 1' DRAWN BY. D,E,W SHEET. PLT1 THIS ELECTRIC PLAN IS AN APPROXIMATE PLACEMENT rc_sllli� PLAN OF ELECTRICAL FIXTURES 2 1 IT MUST BE VERIFIED BY THE OWNER AND OR CONTRACTOR � BEFORE BEGINNING ANY WORK. OWNER TO WALK THROUGH WITH ELECTRICIAN wp TO VERIFY ALL FIXTURE TYPES AND LOCATIONS. GFI ,/--HIGH CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH. MOUNTED BASEMENT WALLS AND FOUNDATIONS NOT EXPOSED TO WEATHER - 2500 PSF. BASEMENT SLABS AND INTERIOR SLABS ON GRADE (EXCLUDING GARAGE) - 2500 PSF. — — _ 0 _ GFI FOUNDATION OR BASEMENT WALL OR OTHER VERT. WALLS EXPOSED TO WEATHER - 3000 PSF. REFER. GFI CARPORT SLABS, GARAGE SLABS PORCHES, AND STEPS EXPOSED TO WEATHER - 3000 PSF. L BEDROOM 1 80 EXH. RANGE OVEN THE FINISH GRADE SHALL SLOPE AWAY FROM FOUNDATION • -- CFM F w/HOD WALLS A MINIMUM OF 6" WITHIN THE FIRST 10'. $-� CEILING " O I EXTERIOR FOOTINGS, COLUMNS AND �� PIERS SHALL EXTEND BELOW o THE FROST LINE A MINIMUM OF 12 BELOW GRADE. IF SOIL IS IN QUESTION WHETHER OR NOT IT IS UNSTABLE, PRE PLAN / VERIFY A SOILS ANALYSIS BY A ENGINEER MAY BE REQUIRED. HOLD DOWN / HANGER ! I DW REQUIREMENTS WITH FI IF BLACK MUD SOIL CONDITION EXISTS TRUSS FABRICATOR. AN 8"X247 FOOTING WILL BE REQUIRED. FOUNDATION PLATES SHALL BE BOLTED TO FOUNDATION NOTE` GFI WITH MINIMUM 1 2" BOLTS EMBEDDED AT LEAST 7" INTO CHANGING ROOF LOADS, ROOF S.D. GFI CONCRETE AND SPACED NOT MORE .THAN fi' APART SPANS OR GIRDER LOCATIONS M CD MAY REQUIRE CHANGES TO M WITH A MINIMUM OF 2 BOLTS PER PIECE WITH ONE FRAMING PLAN AND FOUNDATION "' d- BOLT WITHIN 12" OF EACH END OF EACH PIECE. SPREAD FOOTING LOCATIONS 3 N PROVIDE .006 MIL POLYETHYLENE VAPOR BARRIER. AND SIZES. UNDER SLABS. S.D. PRE PLAN DUCT / CHASE SIZES S.D. 2 AND LOCATIONS W/ HVAC CONT. z 2 BEFORE BEGINNING FRAMING. z O M A GFIW z o WALL BRACING SHALL ! Z o 0, OD EXTEND TO UNDERSIDE < , = z� OF ROOF SHEATHING■ W W N i HE > Im+I— INTERMITTENT SHEATHING METHOD„ LO BEDROOM 2 LIVING ROOM (4 o OC a 8'—t' CEILING FAN 8'-1" CEILING a -' z U ~ ►-■ xt C3. WSP = WOOD STRUCTURAL PANEL! DRYER ¢ L_ Z 7,/16" SHEATHING, Hw £ N> W N W O W/8d NAILS Q 6 O.C. EDGES IL' 0 WN W/8d NAILS @ 12" O.C. FIELD BLOCK ALL EDGES WP ::"GFI SEE ADDITIONAL NOTES NEXT PAGE, ELECTRIC PLAN if this stamp is not rea., it 2 AL 0 ROOF PLAN isan sec oi plans. Re c � o of these plans by any means s prohibited federal law. PORCHES, BALCONIES OR RAISED FLOOR puger Drafting SURFACES LOCATED MORE THAN 30" ABOVE � � f this 32 0 THE FLOOR OR GRADE SHALL HAVE 10'-9' 51-711 5'-7,f 13'-8»0 O _ 0� 0 100# GUARDRAILS. SPACING BETWEEN VERTICAL lad, -4957-5072 A MEMBERS IN GUARDRAILS SHALL BEA 7'-52" MAXIMUM OF 4" AT THE NEAREST POINT 2 BETWEEN THE MEMBERS. 4'-0"X4'-0" 2 1'-1.5'X1'-0" 3'-0" W , _4L1ALS�-------4-�-----------�_,_SP— XO 1-1 4 W P AWNING TEMPERED 4 WSP ��)19 ----- ----- -----� PROVIDE STAIRWAY ILLUMINATION IN THE -- - ---- - IMMEDIATE VICINITY OF THE TOP AND BOTTOM OF THE STAIRS. 1 - O 3) 3 i TUB/SHOWER REFER. � L" 8" �� MAXIMUM RISE o w r�o�ovEN 00 80 EXH. 10 MINIMUM TREAD I CFM AN �� / 0 1 I d + I° i co 36 MINIMUM WIDTH CLEAR �, � O BATH RM. ❑ 10 -oo KITCHEN o :o x 6'8MINIMUM HEAD ROOM o 8'-,• CEILING •_ . 1 BEDROOM 1 8 CEILING O 30" TO 38" HANDRAIL HEIGHT N 8'-1° CEILING ' 34" TO 38" HANDRAIL HEIGHT FOR _ OPEN SIDE STAIRS. in v. MINIMUM 4 DRYER VENT TO EXTERIOR. 321-4v W 3 LINEN rn TEMPERED GLASS IS REQUIRED IN HAZARDOUS o �! LOCATION: 1, WITHIN 24" OF DOORS 2, �' GLAZING GREATER THAN 9 SQ. FT. AND LESS d- 3 SMOKE / CARBON 3 --;I- THAN N a MONOXIDE ONOXI REDETECTORS % 00 PROVIDE DUCTLESS C-4 THAN 18 FROM FLOOR. S.D. � W/BATTERY S.D.HEATING SYSTEM. 1 BACK-UP. M F T PA EVERY SLEEPING ROOM BELOW THE 4TH (UDR INSULATION INFORMATION SEE NEXT , GE FLOOR SHALL HAVE ONE WINDOW OR 2'—$" W 'OREGON RESIDENTIAL ENERGY. CHECKLIST EXTERIOR DOOR APPROVED FOR EMERGENCY EXIT. A NET CLEAR OPENABLE AREA OF NOT I LAUNDRY LIVING ROOM 11 CD LESS THAN 5.7 SQ. FT. WITH NO DIMENSION 8•-�' CEILING 8'-1° CEILING x a BEDROOM% LESS THAN 24" IN HEIGHT AND 20 IN N 8•-1* CEILINGCD I _ ASHE �o d- WIDTH. SILL HEIGHT NOT MORE THAN 4 4 ( 3 �, i ABOVE FLOOR. 00 0-ti�' 1 i +FgX(Hj' ' 0 p 3 PERMANENTLY WIRED COMBINATION SMOKE � I DRYER I3 AND SECURITY SYSTEMS OF EITHER LOW HW�I- � -j-� � -T- T VOLTAGE OR LINE VOLTAGE ORA � loll I — — — — — — — — — - - - - - - - - � - - - - - - - - -WSP - _"-WSP— COMBINATION OF VOLTAGE ARE ACCEPTABLE 41-0"X4'-0" -4- W P 21-0"X3'-0® _ 31-0# W — _ 4' WSP !- I�I_■�I �!_�!-!®!- PROVIDING THEY ARE LISTED AND LABELED BY XO Int (elm � �!®l�sl-1-! » X0 A .RECOGNIZED TESTING LABORATORY PAN. 7'_52" BRAIN PIPE BLOWOFF _ 1 4'-0„ 2 ACCEPTABLE IN OREGON. THEY MUST ALSO VALVE To OUTSIDE. 32'-0" BE EQUIPPED WITH A BATTERY BACK-UP SYSTEMS AND BE INTER CONNECTED. )_911 10 -9 2 �� -0 1 5 -7 � » 13 -8 FOUNDATION PLAN MINIMUM 22"X30" ATTIC ACCESS. 32I_C FLOOR PLA THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF TRIFORM COMPUTER DRAFTING. TOTAL LIVING _ 768 SQ.FT. These plans are for the construction of one building only. They may not be used or duplicated without the express permission ADU P LAR of Triform Computer Drafting. (541) 957-5072 MINI • I� I ���t ►®1 I� I�:� =�sl �I�OI-ice 1=: t �l��I� s TO VERIFY ALL FIXTURE TYPES AND LOCATIONS. GFI ,/--HIGH CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH. MOUNTED BASEMENT WALLS AND FOUNDATIONS NOT EXPOSED TO WEATHER - 2500 PSF. BASEMENT SLABS AND INTERIOR SLABS ON GRADE (EXCLUDING GARAGE) - 2500 PSF. — — _ 0 _ GFI FOUNDATION OR BASEMENT WALL OR OTHER VERT. WALLS EXPOSED TO WEATHER - 3000 PSF. REFER. GFI CARPORT SLABS, GARAGE SLABS PORCHES, AND STEPS EXPOSED TO WEATHER - 3000 PSF. L BEDROOM 1 80 EXH. RANGE OVEN THE FINISH GRADE SHALL SLOPE AWAY FROM FOUNDATION • -- CFM F w/HOD WALLS A MINIMUM OF 6" WITHIN THE FIRST 10'. $-� CEILING " O I EXTERIOR FOOTINGS, COLUMNS AND �� PIERS SHALL EXTEND BELOW o THE FROST LINE A MINIMUM OF 12 BELOW GRADE. IF SOIL IS IN QUESTION WHETHER OR NOT IT IS UNSTABLE, PRE PLAN / VERIFY A SOILS ANALYSIS BY A ENGINEER MAY BE REQUIRED. HOLD DOWN / HANGER ! I DW REQUIREMENTS WITH FI IF BLACK MUD SOIL CONDITION EXISTS TRUSS FABRICATOR. AN 8"X247 FOOTING WILL BE REQUIRED. FOUNDATION PLATES SHALL BE BOLTED TO FOUNDATION NOTE` GFI WITH MINIMUM 1 2" BOLTS EMBEDDED AT LEAST 7" INTO CHANGING ROOF LOADS, ROOF S.D. GFI CONCRETE AND SPACED NOT MORE .THAN fi' APART SPANS OR GIRDER LOCATIONS M CD MAY REQUIRE CHANGES TO M WITH A MINIMUM OF 2 BOLTS PER PIECE WITH ONE FRAMING PLAN AND FOUNDATION "' d- BOLT WITHIN 12" OF EACH END OF EACH PIECE. SPREAD FOOTING LOCATIONS 3 N PROVIDE .006 MIL POLYETHYLENE VAPOR BARRIER. AND SIZES. UNDER SLABS. S.D. PRE PLAN DUCT / CHASE SIZES S.D. 2 AND LOCATIONS W/ HVAC CONT. z 2 BEFORE BEGINNING FRAMING. z O M A GFIW z o WALL BRACING SHALL ! Z o 0, OD EXTEND TO UNDERSIDE < , = z� OF ROOF SHEATHING■ W W N i HE > Im+I— INTERMITTENT SHEATHING METHOD„ LO BEDROOM 2 LIVING ROOM (4 o OC a 8'—t' CEILING FAN 8'-1" CEILING a -' z U ~ ►-■ xt C3. WSP = WOOD STRUCTURAL PANEL! DRYER ¢ L_ Z 7,/16" SHEATHING, Hw £ N> W N W O W/8d NAILS Q 6 O.C. EDGES IL' 0 WN W/8d NAILS @ 12" O.C. FIELD BLOCK ALL EDGES WP ::"GFI SEE ADDITIONAL NOTES NEXT PAGE, ELECTRIC PLAN if this stamp is not rea., it 2 AL 0 ROOF PLAN isan sec oi plans. Re c � o of these plans by any means s prohibited federal law. PORCHES, BALCONIES OR RAISED FLOOR puger Drafting SURFACES LOCATED MORE THAN 30" ABOVE � � f this 32 0 THE FLOOR OR GRADE SHALL HAVE 10'-9' 51-711 5'-7,f 13'-8»0 O _ 0� 0 100# GUARDRAILS. SPACING BETWEEN VERTICAL lad, -4957-5072 A MEMBERS IN GUARDRAILS SHALL BEA 7'-52" MAXIMUM OF 4" AT THE NEAREST POINT 2 BETWEEN THE MEMBERS. 4'-0"X4'-0" 2 1'-1.5'X1'-0" 3'-0" W , _4L1ALS�-------4-�-----------�_,_SP— XO 1-1 4 W P AWNING TEMPERED 4 WSP ��)19 ----- ----- -----� PROVIDE STAIRWAY ILLUMINATION IN THE -- - ---- - IMMEDIATE VICINITY OF THE TOP AND BOTTOM OF THE STAIRS. 1 - O 3) 3 i TUB/SHOWER REFER. � L" 8" �� MAXIMUM RISE o w r�o�ovEN 00 80 EXH. 10 MINIMUM TREAD I CFM AN �� / 0 1 I d + I° i co 36 MINIMUM WIDTH CLEAR �, � O BATH RM. ❑ 10 -oo KITCHEN o :o x 6'8MINIMUM HEAD ROOM o 8'-,• CEILING •_ . 1 BEDROOM 1 8 CEILING O 30" TO 38" HANDRAIL HEIGHT N 8'-1° CEILING ' 34" TO 38" HANDRAIL HEIGHT FOR _ OPEN SIDE STAIRS. in v. MINIMUM 4 DRYER VENT TO EXTERIOR. 321-4v W 3 LINEN rn TEMPERED GLASS IS REQUIRED IN HAZARDOUS o �! LOCATION: 1, WITHIN 24" OF DOORS 2, �' GLAZING GREATER THAN 9 SQ. FT. AND LESS d- 3 SMOKE / CARBON 3 --;I- THAN N a MONOXIDE ONOXI REDETECTORS % 00 PROVIDE DUCTLESS C-4 THAN 18 FROM FLOOR. S.D. � W/BATTERY S.D.HEATING SYSTEM. 1 BACK-UP. M F T PA EVERY SLEEPING ROOM BELOW THE 4TH (UDR INSULATION INFORMATION SEE NEXT , GE FLOOR SHALL HAVE ONE WINDOW OR 2'—$" W 'OREGON RESIDENTIAL ENERGY. CHECKLIST EXTERIOR DOOR APPROVED FOR EMERGENCY EXIT. A NET CLEAR OPENABLE AREA OF NOT I LAUNDRY LIVING ROOM 11 CD LESS THAN 5.7 SQ. FT. WITH NO DIMENSION 8•-�' CEILING 8'-1° CEILING x a BEDROOM% LESS THAN 24" IN HEIGHT AND 20 IN N 8•-1* CEILINGCD I _ ASHE �o d- WIDTH. SILL HEIGHT NOT MORE THAN 4 4 ( 3 �, i ABOVE FLOOR. 00 0-ti�' 1 i +FgX(Hj' ' 0 p 3 PERMANENTLY WIRED COMBINATION SMOKE � I DRYER I3 AND SECURITY SYSTEMS OF EITHER LOW HW�I- � -j-� � -T- T VOLTAGE OR LINE VOLTAGE ORA � I — — — — — — — — — - - - - - - - - � - - - - - - - - -WSP - _"-WSP— COMBINATION OF VOLTAGE ARE ACCEPTABLE 41-0"X4'-0" -4- W P 21-0"X3'-0® _ 31-0# W — _ 4' WSP d o � rA PROVIDING THEY ARE LISTED AND LABELED BY XO z o d .0 � S.H. EARTH QUAKE STRAP. » X0 A .RECOGNIZED TESTING LABORATORY PAN. 7'_52" BRAIN PIPE BLOWOFF _ 1 4'-0„ 2 ACCEPTABLE IN OREGON. THEY MUST ALSO VALVE To OUTSIDE. 32'-0" BE EQUIPPED WITH A BATTERY BACK-UP SYSTEMS AND BE INTER CONNECTED. )_911 10 -9 2 �� -0 1 5 -7 � » 13 -8 FOUNDATION PLAN MINIMUM 22"X30" ATTIC ACCESS. 32I_C FLOOR PLA THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF TRIFORM COMPUTER DRAFTING. TOTAL LIVING _ 768 SQ.FT. These plans are for the construction of one building only. They may not be used or duplicated without the express permission ADU P LAR of Triform Computer Drafting. (541) 957-5072 DATE 1-4-21 SCALE 1/4" = 1' DRAWN BY. DEW SHEET. 1aFz OREGON RESIDENTIAL ENERGY CHECKLIST Table N1101.1(2) Additional Measures APPROVED ASPHALT SHINGLES OVER 15# FELT (OR EQUAL) VERIFY W/OWNER 7/16' OSB SHEATHING ROOF TRUSS 24' O.C. 12 PER. MFG, SPEC'S. 61 PROVIDE 22"X30" ATTIC ACCESS PROVIDE 1/150 VENTILATION IN ATTIC AREA INSTALL ADEQUATE TEMPORARY AND PERMANENT 2x BLOCKING TRUSS BRACING PER TRUSS MANUFACTURES INSTRUCTIONS. 2X BLOCKING 2X FACIA 2X FACIA DBL 2X6 TOP PLATE DBL 2X6 TOP PLT 5/8' DRYWALL 1/2' DRYWALL 1/2' DRYWALL FOR INSULATION INFORMATION SEE THIS PAGE _ APPROVED SIDING aim 'OREGON RESIDENTIAL ENERGY CHECKLIST' 2X6 STUDS 16'O.C. (VERIFY STYLE W/OWNER) �— OVER APPROVED ` 00 —� 2X6 STUDS 16O.C. � HOUSE WRAP ATOP BEARING WALL 7/16' OSB SHEATHING AT ENTIRE RESIDENCE. BEARING WALL 2X6 SILL PLATE MIN. 3/4' T&G PLWD. 2X6 SILL PLATE OVER BCI FLR. JOISTS M NOT COMPRESS INSULATION ILIIIIIIPROVIDE 1/1500 VENTILATION AREA PROVIDE =IIII 18'X24' ACCESS. (SEE FOUNDATION PLAN) IIII PROVIDE .006 MIL POLYETHYLENE VAPOR BARRIER. 12 6F_�:: For 1 High of f iciency walls- a, Appliances located within the building envelope shall have sealed combustion air intalled. Combustion Exterior walls - U -0,045/R-21 cavity insulation +R-5 continuous air shall be ducted directly from the outdoors, Q O ALL duct joints and seams sealed with listed mastic tape is only allowed at appliance or equipment U-pgraded features, , Exterior walls - U -0,057/R-23 Intermediate or R-21 advanced, 24'—( Framed floors - U -0,026/R-38, and v Windows - U-0.28 (average UA) a, Residential water heaters less than 55 gallon storage volume. Upgraded features; 3 Exterior walls - U -0,055/R-23 Intermediate or R-21 advanced, 0 Flat ceilings'-UO,017/R-60, and A2 - COMMONS Framed floors - U -0.026/R-38, C4 e. Super Insulated Windows and Attic OR Framed Floors; q- Windows- U-0,22 (Triple Pane Low -e) and f. Flat Ceilinge - UO,017/R-60 OR v C= Framed Floors- UO.026-R-38 Air sealing home and ducts= w g. Mandatoryairair sealing of all wall coverings at top plate and air sealing check Ust, and o j Mechanical whole -building ventilation system with rates meeting M1503 ASHRAE 622, and c All ducts and air handlers are contained within building enveloped OR w All ducts are sealed with masticb FRAMING CONTRACTOR TO VERIFY ALL DIMENSIONS, PROFILES 6 High efficiency thermal envelope UA,.9 QUANTITIES, LOADS AND BEARING LOCATIONS, Proposed UA is 8% lower than the code UA DIMENSIONS AND PROFILES SUBJECT TO CHANGE AS PER, TRUSS COMPANIES ENGINEERING, High efficiency HVAC system, a O AGas-fired furnace or boiler with minimum AFUE of 94%, or � Air -source heat pump HSPF of 9,5 / 15.0 SEER cooling, or a� a� Ground source heat pump COP 3.0 or Energy Star rated TRUSS FABRICATOR TO PROVIDE ALL DRAWINGS, CALC'S AND VERIFY ALL SPANS, INT,BRG'S,, QUANTITIES, Ducted HVAC systems within conditioned space- LOADS, BRG CONDITI❑NS, ETC„ $ All ducts and air handlers are contained within louilcling enveloped COVER ENTIRE ROOF W/7/16" OSB SHEATHING MIN. Cannot be combined with Measure 5 W/8d @ 6"O.C, EDGES & 8d @ 12"0,C, FIELD a) C Ductless heat pump; o Ductless heat pump HSPF 10.0 in primary zone of dwelling ALL FACIA TO BE MIN, 2X6 R/S 0 COVERED W/7/16" OSB SHEATHING High efficiency water heater;a ATTIC VENT AREA = 1/150 D Natural gas/propane water heater with UEF of 0.8, or 0 Electric heat pump water heater Tier 1 Northern Climate Specification Product APPROVED ASPHALT SHINGLES OVER 15# FELT (OR EQUAL) VERIFY W/OWNER 7/16' OSB SHEATHING ROOF TRUSS 24' O.C. 12 PER. MFG, SPEC'S. 61 PROVIDE 22"X30" ATTIC ACCESS PROVIDE 1/150 VENTILATION IN ATTIC AREA INSTALL ADEQUATE TEMPORARY AND PERMANENT 2x BLOCKING TRUSS BRACING PER TRUSS MANUFACTURES INSTRUCTIONS. 2X BLOCKING 2X FACIA 2X FACIA DBL 2X6 TOP PLATE DBL 2X6 TOP PLT 5/8' DRYWALL 1/2' DRYWALL 1/2' DRYWALL FOR INSULATION INFORMATION SEE THIS PAGE _ APPROVED SIDING aim 'OREGON RESIDENTIAL ENERGY CHECKLIST' 2X6 STUDS 16'O.C. (VERIFY STYLE W/OWNER) �— OVER APPROVED ` 00 —� 2X6 STUDS 16O.C. � HOUSE WRAP ATOP BEARING WALL 7/16' OSB SHEATHING AT ENTIRE RESIDENCE. BEARING WALL 2X6 SILL PLATE MIN. 3/4' T&G PLWD. 2X6 SILL PLATE OVER BCI FLR. JOISTS M NOT COMPRESS INSULATION ILIIIIIIPROVIDE 1/1500 VENTILATION AREA PROVIDE =IIII 18'X24' ACCESS. (SEE FOUNDATION PLAN) IIII PROVIDE .006 MIL POLYETHYLENE VAPOR BARRIER. 12 6F_�:: For St= 1 square foot = 0.093 m? watt per square foot = 10.8 W/m? a, Appliances located within the building envelope shall have sealed combustion air intalled. Combustion air shall be ducted directly from the outdoors, Q b. ALL duct joints and seams sealed with listed mastic tape is only allowed at appliance or equipment Q - , connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort 24'—( Systems program administrated by the Bonneville Power administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shalt be permitted to be touted outside of Al -GABLE the conditioned space. Ducts located outside of conditioned space shall have insulation installed as A2 - COMMONS required in the code. C4 e. The maximum vaulted ceiling surface area shall not be greater that 50 percent of the total heated space floor area unless vaulted area has U -factor greater than U-0.026. f. Continuous air barrier. Additional requirements for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for seating watt covering material to structural material (example, gypsum board to wood stud framing). g. Table N1104,1(1) Standard base case design, code UA shall be at least 8 percent less than the Proposed UA Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. TRUSS PROFILES ARE INCLUDED AS A BIDDING GUIDE ONLY, IT IS THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING CONTRACTOR TO VERIFY ALL DIMENSIONS, PROFILES QUANTITIES, LOADS AND BEARING LOCATIONS, DIMENSIONS AND PROFILES SUBJECT TO CHANGE AS PER, TRUSS COMPANIES ENGINEERING, ADJUST TRUSS SPANS FOR WALL SHEATHING WHERE NEEDED, NOT ALL TRUSS PROFILES ARE SHOWN. COMPOSITION ROOFING OVER #15 FELT TRUSS FABRICATOR TO PROVIDE ALL DRAWINGS, CALC'S AND VERIFY ALL SPANS, INT,BRG'S,, QUANTITIES, LOADS, BRG CONDITI❑NS, ETC„ COVER ENTIRE ROOF W/7/16" OSB SHEATHING MIN. W/8d @ 6"O.C, EDGES & 8d @ 12"0,C, FIELD SOFFIT ALL OVERHANGS W/PLAIN INTERSEAL WITH 8" CONT, VENT. SOFFITS OPTIONAL ALL FACIA TO BE MIN, 2X6 R/S ALL EXTERIOR WALLS TO BE 2X6 STUDS @ 16"O.C. COVERED W/7/16" OSB SHEATHING ATTIC VENT AREA = 1/150 DETAILS ARE NOT TO SCALE 1/2' DRYWALL 7/16' OSB WFR.WD. 2X6 STUDS 16'0,C. PLWD, 16d 6'O.C. 2X6 BASE PLT, 2X6 P.T. SILL PLT W/ RIM JOIST 1/2'X10" A.B. 6' O.C. 3'X3'X3/16' SQ. WASHER TJI F.J. OD Z � a #4 HORZ. F.G. 00 CONT. #4 VERT. ATBACK-FILL 4' O.C. 6' HOOK GRADE (2) #4 HORIZ. CONCRETE STEM WALL. CONTIN. 6" OR CMU W/FULL GROUT IMPORTANT: 6' CMU MAY UNDISTURBED 16" NOT BE USED WITH NATIVE SOIL 1800# OR GREATER 12" BELOW EXTERIOR. HOLD DOWN SYSTEMS. USE 8' BLOCK OR 6' ADJACENT GRADE. CONCRETE ONLY, EXTERIOR FOOTING A PLWD. TJI F.J. -� 2X4 DBL PLT. PROVIDE 18'X24" 26 4 Q CUD WALL ACCESS P.T. BASE CONTINUOUS FO❑TING 14 GRADE (2) #4 REBAR 12" UNDISTURBED NATIVE SOIL 12" BELOW EXTERIOR ADJACENT GRADE. INTERIOR FOOTING B rnl 1C%C% 01 APPROVED SIDING (VERIFY STYLE W/OWNER) OVER APPROVED HOUSE WRAP ATOP 7/16" OSB SHEATHING AT ENTIRE RESIDENCE, ALL WINDOWS LESS THEN 18' FROM THE FLOOR, WINDOWS ADJACENT TO A DOOR AND GLAZING IN DOORS MUST BE TEMPERED GLASS. PER SECTION 308 CABO. ALL STRUCTURAL PANELS USED FOR BRACE PANELS SHALL HAVE EDGES BLOCKED WITH 6" EDGE NAILING AND 12' FIELD NAILING. APPROVED CORROSION -RESISTIVE FLASHINGS SHALL BE PROVIDED AT TOP AND SIDES OF ALL EXTERIOR WINDOWS AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF. EXCEPTIONS - SELF FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8' OVER THE SHEATHING AROUND THE PERIMETER OF THE OPENING. NAILS USED TO ATTACH SIDING SHALL BE CORROSION RESISTANT. ENCLOSED ATTICS SHALL HAVE CROSS VENTILATION WITH NET AREA OF NOT LESS THEN 1/150 OF THE ATTIC AREA. OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT METAL MESH WITH 1/4' OPENING DIMENSION. BLOCKING I EA. 'USS N. (TYP.) TRUSS @ BEARING 1 BN BN ""�- TOP CHORD TRUSS BLK'G, 6' O,C. INT❑ CLG. (2) 16d NAILS @ WALL GABLE TO WALL CONNECTIONt SIMPSON A35 @ 6'-0' O.C. OR LAP PLWD STHG. OVER EXT. 2X STUDS @ 16"0,C, _[,t GABLE END DETAIL 2 12 6� LEFT, FRONT, APPROVED ASPHALT SHINGLES OVER 15# FELT (OR EQUAL) VERIFY W/OWNER 7/16' OSB SHEATHING ROOF TRUSS 24' O.C. PER. MFG, SPEC'S. 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