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Home My WebLink AboutBLD2021-00005 - 07 BUILDING PLANSW H COSD COSD 6 : 12 6 : 12 6 : 12 6 : 1 2 8 : 12 8 : 12 6 : 1 2 8 : 12 8 : 12 8 : 12 VENTILATION SCHEDULEVENTILATION SCHEDULE 2015 IRC TABLE M1507 2015 IRC TABLE M1507 MINIMUM REQUIRED LOCAL EXHAUST RATES FORMINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGSONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTEDAREA TO BE EXHAUSTED EXHAUST RATEEXHAUST RATE KITCHENS KITCHENS MIN 100 CFM @ 0.25" WG (IRC TABLE 1507.7)MIN 100 CFM @ 0.25" WG (IRC TABLE 1507.7) (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED(RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED @ MIN 100 CFM @ 0.10" WG MAY BE USED TO EXHAUST FAN REQ)@ MIN 100 CFM @ 0.10" WG MAY BE USED TO EXHAUST FAN REQ) BATH, POWDER,BATH, POWDER,MIN 50 CFM @ 0.25" WG (IRC TABLE M1507.4)MIN 50 CFM @ 0.25" WG (IRC TABLE M1507.4) LAUNDRY ROOMSLAUNDRY ROOMS WHOLE HOUSE FANWHOLE HOUSE FAN SIZED PER "INTERMITTENT VENTILATION FLOW RATE" BELOW.SIZED PER "INTERMITTENT VENTILATION FLOW RATE" BELOW. *WHOLE HOUSE FANS LOCATED 4' OR LESS FROM INTERIOR GRILL*WHOLE HOUSE FANS LOCATED 4' OR LESS FROM INTERIOR GRILL TO HAVE A SONE RATING OF 1.0 OR LESS MEASURED @ 0.1" WGTO HAVE A SONE RATING OF 1.0 OR LESS MEASURED @ 0.1" WG ALL FANS TO VENT OUTSIDE. ALL OTHER REQUIREMENTS OF THE 2015 WSEC & THE 2015 IRCALL FANS TO VENT OUTSIDE. ALL OTHER REQUIREMENTS OF THE 2015 WSEC & THE 2015 IRC SECTION M1507 MUST BE MENTSECTION M1507 MUST BE MENT TO BE INSTALLED 2015 IRC SECTIONTO BE INSTALLED 2015 IRC SECTION TABLE M1507.3.1 THROUGH M1507.3.7TABLE M1507.3.1 THROUGH M1507.3.7 CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTSSYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNITDWELLING UNIT NUMBER OF BEDROOMSNUMBER OF BEDROOMS FLOOR AREAFLOOR AREA 0-10-1 2-32-3 4-54-5 6-76-7 77 (SQUARE FEET)(SQUARE FEET)AIRFLOW IN CFMAIRFLOW IN CFM - 1500- 1500 3030 4545 6060 7575 9090 1,501 - 3,0001,501 - 3,000 4545 6060 7575 9090 105105 3,001 - 4,5003,001 - 4,500 6060 7575 9090 105105 120120 4,501 - 6,0004,501 - 6,000 7575 9090 105105 120120 135135 6,001 - 7,5006,001 - 7,500 9090 105105 120120 135135 150150 7,500 +7,500 +105105 120120 135135 150150 165165 IRC TABLE M1507.3.3 (2)IRC TABLE M1507.3.3 (2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS ABAB RUN TIME % IN EACHRUN TIME % IN EACH 25%25%33%33%50%50%66%66%75%75%100%100% 4-HR SEGMENT4-HR SEGMENT FACTORFACTOR 44 33 22 1.51.5 1.31.3 1.01.0 A.A.FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTEDFOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED B.B. TO BE DETERMINED BY INTERPOLATION. TO BE DETERMINED BY INTERPOLATION. C.C.EXTRA POLATION BEYOND THE TABLE IS PROHIBITEDEXTRA POLATION BEYOND THE TABLE IS PROHIBITED SDSD COCO SMOKE ALARMS:SMOKE ALARMS: * 110 V INTERCONNECTED W/ BATTERY BACKUP.* 110 V INTERCONNECTED W/ BATTERY BACKUP. * INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA,* INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA, AND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALLEDAND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALLED NOT LESS THAN 3' FROM THE DOOR OF A BATH WHICHNOT LESS THAN 3' FROM THE DOOR OF A BATH WHICH CONTAINS A TUB OR SHOWER UNLESS THIS PREVENTSCONTAINS A TUB OR SHOWER UNLESS THIS PREVENTS PLACEMENT IN A REQUIRED LOCATION.PLACEMENT IN A REQUIRED LOCATION. * LISTED IN ACCORDANCE WITH UL 217 AND TO COMPLY WITH NFPA72* LISTED IN ACCORDANCE WITH UL 217 AND TO COMPLY WITH NFPA72 COMBINATION SMOKE & CARBON MONOXIDE ALARMS:COMBINATION SMOKE & CARBON MONOXIDE ALARMS: * INSTALLED ON EACH FLOOR, OUTSIDE OF EACH SEPARATE* INSTALLED ON EACH FLOOR, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND IN A BEDROOM THAT CONTAINS A GAS FIREPLACE IN THE BEDROOMAND IN A BEDROOM THAT CONTAINS A GAS FIREPLACE IN THE BEDROOM OR THE ADJACENT BATHROOM.OR THE ADJACENT BATHROOM. * SMOKE ALARM REQUIREMENTS PER ABV* SMOKE ALARM REQUIREMENTS PER ABV * COMBINATION SMOKE & CARBON MONOXIDE ALARMS LISTED IN* COMBINATION SMOKE & CARBON MONOXIDE ALARMS LISTED IN ACCORDANCE WITH UL 217 & UL 2034.ACCORDANCE WITH UL 217 & UL 2034. ENERGY CODEENERGY CODE EFFICIENT BUILDING ENVELOPE: 1a(0.5 credits)EFFICIENT BUILDING ENVELOPE: 1a(0.5 credits) PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS:PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28VERTICAL FENESTRATION U = 0.28 FLOOR R-38FLOOR R-38 SLAB ON GRADE R-10 PERIMETER & UNDER ENTIRE SLABSLAB ON GRADE R-10 PERIMETER & UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER & UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTIONBELOW GRADE SLAB R-10 PERIMETER & UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5%.R402.1.4: REDUCE THE TOTAL UA BY 5%. HIGH EFFICIENCY HVAC EQUIPMENT 3b:HIGH EFFICIENCY HVAC EQUIPMENT 3b: (1.0 CREDITS) (1.0 CREDITS) AIR - SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0 BEING SELECTED AND SHALL SPECIFY THEAIR - SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0 BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCYHEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY EFFICIENT 5a:EFFICIENT 5a: (0.5 CREDIT) (0.5 CREDIT) ALL SHOWER - HEAD & KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED @ 1.75 GPM OR LESS.ALL SHOWER - HEAD & KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED @ 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. BEING SELECTED AND SHALL SPECIFYALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCYTHE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY EFFICIENT WATER HEATING 5c:EFFICIENT WATER HEATING 5c: (1.5 CREDITS)(1.5 CREDITS) WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS,PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91GAS,PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91 OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER.OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINUMUM SAVINGS OF 85 THERMS OR 2000 kWh BASEDSOLAR WATER HEATING WILL PROVIDE A RATED MINUMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OG-300 CERTIFIEDON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OG-300 CERTIFIED SOLAR WATER HEATING SYSTEM. OR ELECTRIC HEAT PUMP WATER HEATER WITH A MIN EF OF 2.0 AND MEETINGSOLAR WATER HEATING SYSTEM. OR ELECTRIC HEAT PUMP WATER HEATER WITH A MIN EF OF 2.0 AND MEETING THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS.THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS. TO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEINGTO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EFFICIENCY AND,SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS.FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. 4X44X4 CONCCONC PADPAD SD SD SD SD 16'-6"1'-10" 5'-8" 3'-0" 3'-9" 6 '-8 " 4 '-1 " 9 '-6 " 8 '-2 " 7'-6" 9 '-2 " 4 '-6 " 2 '-0 " 9 '-6 " 2 4 '-0 " 7 '-1 0 " 4 '-6 " 11'-6" 2 '-0 " 8 '-6 " 3'-6"10'-2" 4 '-6 " 4 '-8 " 7 '-8 " 2 '-4 " 3 '-6 " 10'-2"4'-4"3'-8"4'-0"4'-0"5'-8"4'-0"8'-2"5'-9" 3'-6"7'-8"4'-4" 1 '-0 " 1 '-0 " 1 9 '-0 " 5 '-0 " 5 '-4 " 1 8 '-6 " 2 '-6 " 8 '-0 " 2 '-0 " 7 8 '-0 " 3 '-1 0 " 2 '-8 " 9 '-2 " 5 '-0 " 7 '-0 " 2'-3" 6'-0"8'-0" 2'-3"7'-6" 23'-0"10'-9"12'-0"13'-9" 59'-6" 2 '-6 " 5 '-1 0 " 1 1 '-4 " 2 '-4 " 8 '-8 " 2 '-4 " 1 1 '-6 " 6 '-0 " 2 '-0 " 2 '-0 " 7'-1" 6'-6" 13'-6" 9'-0" 17'-6"7'-6"8'-0" 12'-6"18'-0"15'-6" 3'-6" 3 '-6 " 59'-6" 7 8 '-0 " 12" BUILT UP COL12" BUILT UP COL (FURNACE ABV)(FURNACE ABV) A/AA/A MIRCOMIRCO 5' TUB5' TUB GARAGEGARAGE M CLOSETM CLOSET M BATHM BATH M BEDROOMM BEDROOM 5X65X6 SHWRSHWR MUDBEDMUDBED DWDW BEDROOM 2BEDROOM 2 DD WW UTILITYUTILITY CLCL (2) 2660 SH(2) 2660 SH 5050 XO5050 XO TEMPTEMP 2660 SH2660 SH PORCHPORCH 2650 SH2650 SH CLCL 2650 SH2650 SH 8080 SGD8080 SGD 12' X 8' SGD12' X 8' SGD 6060 XO6060 XO 5050 XO5050 XO DININGDINING 5'5' T/ST/S BEDROOM 1BEDROOM 1 LINLIN BATHBATH 2040 SH2040 SH CLCL 6068 BP6068 BP 5050 XO5050 XO 36" R36" R 4X9 ISLAND4X9 ISLAND BB AA RR DENDEN CLCL PORCHPORCH VAULTEDVAULTED GREAT ROOM GREAT ROOMGASGAS FPFP VOSVOS BUILT INBUILT IN VAULTEDVAULTED KITCHENKITCHEN 1/2 BATH1/2 BATH 9' CLG9' CLG PATIOPATIO 9' CLG9' CLG 9' CLG9' CLG 16' X 8' OH GD16' X 8' OH GD 10' HOT TUB10' HOT TUB FLOOR PLAN FLOOR PLAN 2561 SQ FT LIVING2561 SQ FT LIVING 1/4" = 1' 1/4" = 1' 552 SQ FT GARAGE552 SQ FT GARAGE 298 SQ FT COVERED AREA298 SQ FT COVERED AREA 193 SQ FT PATIO193 SQ FT PATIO GG VAULTEDVAULTED ENTRYENTRY SS RANGE HOODSS RANGE HOOD CLCL CLCL 48" PANTRY48" PANTRY DBLDBL OVOV VAULTEDVAULTED 9' CLG9' CLG 30803080 30683068 SCSC 30683068 26682668 26682668 PDPD 28682868 26682668 BUILT INBUILT IN 2468246824682468 24682468 24682468 28682868 26682668 28682868 28682868 5'-4" DOOR/WINDOW5'-4" DOOR/WINDOW UNITUNIT 28682868 26682668 6068 BP6068 BP FANFAN VOSVOS HT LTHT LT FANFAN VOSVOS 100 CFM FAN VOS100 CFM FAN VOS WHOLE HOUSE FANWHOLE HOUSE FAN W/ AUTO TIMERW/ AUTO TIMER & MANUAL OVERIDE& MANUAL OVERIDE FANFAN VOSVOS FANFAN VOSVOS FANFAN VOSVOS TOTAL WINDOW AREA 351 SFTOTAL WINDOW AREA 351 SF TOTAL LIVINGTOTAL LIVING 2561 SF2561 SF GLAZING %GLAZING %14%14% A/6A/6 A/6A/6 RR FLUSHFLUSH 12" CONC STEP12" CONC STEP 12" BUILT UP COL12" BUILT UP COL 108"108" NOTE:NOTE: ALL EXTERIOR WINDOWS AND DOORS HUNGALL EXTERIOR WINDOWS AND DOORS HUNG AT 8' HIGH THIS FLOOR (UNO)AT 8' HIGH THIS FLOOR (UNO) NOTE:NOTE: 5/8" TYPE "X" GWB ON5/8" TYPE "X" GWB ON WARM WALLS, CEILINGWARM WALLS, CEILING AND POSTSAND POSTS PROVIDE 1 3/8" SOLID CORE DOORPROVIDE 1 3/8" SOLID CORE DOOR OR 20 MIN FIRE DOOR W/ RATEDOR 20 MIN FIRE DOOR W/ RATED METAL FRAME WITH SELF-CLOSERMETAL FRAME WITH SELF-CLOSER SAFETY/TEMPERED GLASSSAFETY/TEMPERED GLASS REQUIRED PER 2015 IRC SECTION R308.4 REQUIRED PER 2015 IRC SECTION R308.4 FACTORY BUILT FIREPLACE TO BE LISTED,FACTORY BUILT FIREPLACE TO BE LISTED, LABELED AND INSTALLED WITH THE CONDITIONLABELED AND INSTALLED WITH THE CONDITION OF THE LISTING. FACTORY BUILT FIREPLACE MUSTOF THE LISTING. FACTORY BUILT FIREPLACE MUST BE TESTED IN ACCORDANCE WITH UL127 & COMPLY BE TESTED IN ACCORDANCE WITH UL127 & COMPLY W/ THE PROVISIONS OF IRC R100.6.2W/ THE PROVISIONS OF IRC R100.6.2 EMERGENCY ESCAPE WINDOWS AND RESCUE OPENINGS:EMERGENCY ESCAPE WINDOWS AND RESCUE OPENINGS: MINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SFMINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SF NET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BENET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES.LESS THAN 20 INCHES. GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THANGRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.0 SF.5.0 SF. EMERGENCY ESCAPE AND RESCUE WINDOWS (EGRESS) MUST BE NO GREATER THAN 44 INCHESEMERGENCY ESCAPE AND RESCUE WINDOWS (EGRESS) MUST BE NO GREATER THAN 44 INCHES ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING.ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING. EGRESSEGRESS EGRESSEGRESS QTYQTY DESCRIPTIONDESCRIPTION SIZESIZE AREAAREA EXTERIOR WINDOW - DOOR SCHEDULEEXTERIOR WINDOW - DOOR SCHEDULE 11 11 11 22 11 11 22 11 22 11 22 M BEDM BED GRGR DININGDINING B1,B2B1,B2 BATHBATH GARAGEGARAGE DEN, M CLDEN, M CL ENTRYENTRY ENTRYENTRY TUBTUB M BEDM BED 8080 SGD8080 SGD 12/0 80 SGD12/0 80 SGD 6060 XO6060 XO 5050 XO5050 XO 2040 SH2040 SH 3080 DOOR3080 DOOR 2660 SH2660 SH 3080 DOOR3080 DOOR 1660 P TEMP1660 P TEMP 5050 XO TEMP5050 XO TEMP 2650 SH2650 SH 6464 9696 3636 5050 88 N/AN/A 4545 N/AN/A 1212 2525 2525 78"78" 78"78" 78"78" SINKSINK 72"72" 9' CLG9' CLG 11 11/202011/2020 PARANADAPARANADA FLOOR FRAMING NOTESFLOOR FRAMING NOTES 1.1.ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE.ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE. 2.2.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE. 3.3.SEE FLOOR FRAMING SHOP DRAWINGS PER JOIST MANUFACTURER (IF APPLICABLE).SEE FLOOR FRAMING SHOP DRAWINGS PER JOIST MANUFACTURER (IF APPLICABLE). 4.4.PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITHPROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS OVER 10' OR PER FLOOR JOIST SPECS PER MANUFACTURER. SPANS OVER 10' OR PER FLOOR JOIST SPECS PER MANUFACTURER. 5. FLOOR SHEATHING TO BE 3/4" APA RATED SHEATHING.5. FLOOR SHEATHING TO BE 3/4" APA RATED SHEATHING. 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OR LATERAL SUPPORT AT ALL6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OR LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS. JOIST BEARING LOCATIONS. 7. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO)7. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO) FOUNDATION NOTES:FOUNDATION NOTES: 1. ALL FOOTINGS ARE TO BEAR ON FIRM, UNDISTURBED NATIVE SOILS. 1. ALL FOOTINGS ARE TO BEAR ON FIRM, UNDISTURBED NATIVE SOILS. VERIFY ALLOWABLE SOIL BEARING CAPACITY TO BE 1500 PSF PER ONSITE SOIL VERIFY ALLOWABLE SOIL BEARING CAPACITY TO BE 1500 PSF PER ONSITE SOIL CONDITIONS. CONDITIONS. 2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4X10 #2 DF OVER 4X4 POSTS (4X6 AT SPLICES) OVER CONCRETE 3. ALL BEAMS TO BE 4X10 #2 DF OVER 4X4 POSTS (4X6 AT SPLICES) OVER CONCRETE PADS UNLESS NOTED. PADS UNLESS NOTED. 4. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE4. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE 5. PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH 5. PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS OVER 10' OR PER JOIST MANUFACTURER'S SPECS SPANS OVER 10' OR PER JOIST MANUFACTURER'S SPECS 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS JOIST BEARING LOCATIONS CRAWLSPACE AREA:CRAWLSPACE AREA:2561 SQ FT2561 SQ FT VENTILATION AREA:VENTILATION AREA:2561 SQ FT X 144 ÷ 300 1229.28 SQ IN REQ'D2561 SQ FT X 144 ÷ 300 1229.28 SQ IN REQ'D USE: 14" X 7" VENTUSE: 14" X 7" VENT VENT AREA = 98 SQ IN - 25% REDUCTION FOR 1/4" MESH = 73.50 SQ IN EA VENTVENT AREA = 98 SQ IN - 25% REDUCTION FOR 1/4" MESH = 73.50 SQ IN EA VENT VENTS REQUIRED =VENTS REQUIRED =1229.28 SQ IN ÷ VENT AREA = 73.50 = 16.72 SQ IN1229.28 SQ IN ÷ VENT AREA = 73.50 = 16.72 SQ IN PROVIDE: PROVIDE: 17 17 (14" X 7" VENTS) (14" X 7" VENTS) FOUNDATION VENTILATIONFOUNDATION VENTILATION * FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS* FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS * INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER* INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER * LOCATE 1 VENT WITHIN 3' OF EACH CORNER OF THE BUILDING, EXCEPT 1 SIDE OF* LOCATE 1 VENT WITHIN 3' OF EACH CORNER OF THE BUILDING, EXCEPT 1 SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS CLASS 1 TYPE VAPOR RETARDANTCLASS 1 TYPE VAPOR RETARDANT MATERIAL TO COVER CRAWLSPACEMATERIAL TO COVER CRAWLSPACE FLOOR (6 MIL) BLACK POLYETHYLENEFLOOR (6 MIL) BLACK POLYETHYLENE 4X44X4 CONCCONC PADPAD T T T T T T T T 4" CONC SLAB4" CONC SLAB 4" CONC SLAB4" CONC SLAB 4" CONC SLAB4" CONC SLAB SOG OVER 4" GRANULAR FILLSOG OVER 4" GRANULAR FILL OVER 6" MIL VAPOR BARRIEROVER 6" MIL VAPOR BARRIER SLOPE 2%SLOPE 2% 1 2 '-0 " 1 0 '-0 " 2 4 '-0 " 6'-0"2'-0" 4 1 '-6 "4 4 '-0 " 16'-0"7'-6"13'-0"2 4 '-0 " 11'-6" 2 '-0 " 8 '-6 " 1 9 '-0 " 5 '-0 " 1 0 '-6 " 2 '-0 " 7 8 '-0 " 5 '-0 " 7 '-0 " 2'-3"2'-3" 23'-0"10'-9"12'-0"13'-9" 59'-6" 2 '-6 " 6 '-0 " 2 '-0 " 2 '-0 " 13'-6"12'-6"18'-0"15'-6" 59'-6" 7 8 '-0 "4X10 BEAM TYP4X10 BEAM TYP 4X4 POST TYP4X4 POST TYP MAXMAX MAXMAX 20" DIA X 8" TH20" DIA X 8" TH CONC PADS 6' O/C MAXCONC PADS 6' O/C MAX EDGE OF PATIOEDGE OF PATIO 6X6 POST6X6 POST AA 14" X 7" SCRND FND VENTS14" X 7" SCRND FND VENTS AA CCFOUNDATION PLAN FOUNDATION PLAN 1/4" = 1'1/4" = 1' 16'-3" R/O16'-3" R/O AA AA BB CC 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 6 MIL VAPOR 6 MIL VAPOR BARRIERBARRIER6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" AA 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 R-21 R-21 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X RIM JOIST2 X RIM JOIST 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C 12"12" 6" 6" 24 " 24 " 2 X FLOOR JST2 X FLOOR JST 16" O/C16" O/C 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" BB 3/4" T/G PLYWOOD3/4" T/G PLYWOOD GLUED & NAILEDGLUED & NAILED 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X 6 STUD WALL2 X 6 STUD WALL R-21 INSULR-21 INSUL 6 MIL VAPOR6 MIL VAPOR BARRIER BARRIER R-38 INSULR-38 INSUL 2 X RIM JOIST 2 X RIM JOIST 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" CC 3'-3" R/O3'-3" R/O 12" CONC STEP12" CONC STEP 2X10 FLR JST2X10 FLR JST 16" O/C16" O/C CRAWL SPACE ACCESS:CRAWL SPACE ACCESS: R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALLR408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACE. ACCESS OPENINGS THROUGH THE UNDER FLOOR SPACE. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18" X 24". OPENINGS THROUGH FLOOR SHALL BE A MIN OF 18" X 24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16" X 24"A PERIMETER WALL SHALL BE NOT LESS THAN 16" X 24" WHERE ANY PORTION OF THE THROUGH WALL ACCESS ISWHERE ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREA WAY NOT LESS THAN 16" X 24" SHALL BELOW GRADE, AN AREA WAY NOT LESS THAN 16" X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREA WAY SHALL BE BELOWBE PROVIDED. THE BOTTOM OF THE AREA WAY SHALL BE BELOW THE THRESH HOLD OF THE ACCESS OPENING. THROUGH WALLTHE THRESH HOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TOACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE.THE RESIDENCE. 30" SQ X 15" TH30" SQ X 15" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 30" SQ X 15" TH30" SQ X 15" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 24" SQ X 12" TH24" SQ X 12" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 24" SQ X 12" TH24" SQ X 12" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 11/202011/2020 22 PARANADAPARANADA 2 0 '-9 " 1 1 '-9 " 9 '-0 " 1212 88 HOUSE NUMBERS TO BE POSTED ONHOUSE NUMBERS TO BE POSTED ON FRONT OF THE HOUSE AND BE CLEARLY FRONT OF THE HOUSE AND BE CLEARLY VISIBLE FROM THE STREET.VISIBLE FROM THE STREET. FRONT ELEVATION FRONT ELEVATION 1/4" = 1'1/4" = 1' COMP ROOFINGCOMP ROOFING SHINGLE SIDINGSHINGLE SIDING BOARD & BATT SIDINGBOARD & BATT SIDING 2X12 TRIM BAND2X12 TRIM BAND 2X10 BARGE W/ 1X3 TRIM2X10 BARGE W/ 1X3 TRIM 2X6 TRIM2X6 TRIM CLGCLG MAIN FFMAIN FF RIDGERIDGE 5/4 X 4 CORNER BOARD5/4 X 4 CORNER BOARD FRONT/BACKFRONT/BACK 5/4 X 3 SIDES5/4 X 3 SIDES R905.2.8.5 DRIP EDGER905.2.8.5 DRIP EDGE A DRIP EDGE SHALL BE PROVIDED AT EAVESA DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS. DRIP EDGEAND GABLES OF SHINGLE ROOFS. DRIP EDGE SHALL EXTEND A MINIMUM OF 0.25" BELOW ROOFSHALL EXTEND A MINIMUM OF 0.25" BELOW ROOF SHEETING AND EXTEND UP THE ROOF DECK A SHEETING AND EXTEND UP THE ROOF DECK A MINIMUM OF 2 INCHES.MINIMUM OF 2 INCHES. RIGHT ELEVATION RIGHT ELEVATION 1/4" = 1'1/4" = 1' HARDI BOARD SIDINGHARDI BOARD SIDING 1212 66 11/202011/2020 33 PARANADAPARANADA 1212 66 REAR ELEVATION REAR ELEVATION 1/4" = 1'1/4" = 1' PROVIDE ROOF VENTS PER IRCPROVIDE ROOF VENTS PER IRC SECTION R-806.1 (TYP)SECTION R-806.1 (TYP) LEFT ELEVATION LEFT ELEVATION 1/4" = 1'1/4" = 1' CONT. METAL GUTTERCONT. METAL GUTTER OVER 2X FASCIA TYPOVER 2X FASCIA TYP 5/4" X 3" CORNER BOARDS5/4" X 3" CORNER BOARDS ON SIDESON SIDES 11/202011/2020 44 PARANADAPARANADA W H 6 : 12 6 : 12 6 : 12 6 : 1 2 8 : 12 8 : 12 6 : 1 2 8 : 12 8 : 12 8 : 12 ATTIC VENTILATION ATTIC VENTILATION PER IRC SECTION R806.2, THE NET FREE AREA SHALL BE 1/300PER IRC SECTION R806.2, THE NET FREE AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF THE REQUIREDOF THE AREA TO BE VENTED, WITH 50% OF THE REQUIRED VENT AREA TO BE LOCATED A MINIMUM OF 3' ABOVE EAVEVENT AREA TO BE LOCATED A MINIMUM OF 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED.VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED. ROOF FRAMING NOTES:ROOF FRAMING NOTES: 1 ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE.1 ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE. 2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE FOR FRAMING INSPECTION. PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP FOR FRAMING INSPECTION. PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP DRAWING REVIEW PRIOR TO CONSTRUCTION. DRAWING REVIEW PRIOR TO CONSTRUCTION. 3 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE3 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4 ROOF SHEATHING TO BE 7/16" APA RATED SHEATHING.4 ROOF SHEATHING TO BE 7/16" APA RATED SHEATHING. 5 ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO).5 ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO). 6 PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING6 PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING GIRDER, TRUSSES AND BEAMS. GIRDER, TRUSSES AND BEAMS. SCISSOR TRUSS DETAIL SCISSOR TRUSS DETAIL 1/2" = 1'1/2" = 1' 5/8" GWB5/8" GWB 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATING7/16" OSB SHEATING DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-49 BATT INSULATIONR-49 BATT INSULATION R-21 BATT INSULATIONR-21 BATT INSULATION 1" 4X44X4 CONCCONC PADPAD STANDARD TRUSS SECTIONSTANDARD TRUSS SECTION 1/2" = 1'1/2" = 1' 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) R-49 BATT INSULATIONR-49 BATT INSULATION 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-21 BATT INSULATIONR-21 BATT INSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER ROOF FRAMING PLAN ROOF FRAMING PLAN 1/4" = 1'1/4" = 1' 9' PLT9' PLT GLB HDRGLB HDR TOUNGE & GROOVE @ SOFFITSTOUNGE & GROOVE @ SOFFITS TOUNGE & GROOVE @ SOFFITSTOUNGE & GROOVE @ SOFFITS FURNACEFURNACE ABVABV PROVIDE MIN 22" X 36"PROVIDE MIN 22" X 36" ATTIC ACCESS W/ATTIC ACCESS W/ WEATHER STRIPPINGWEATHER STRIPPING PER CODEPER CODE RIDGERIDGE STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLYSTANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ROOF AREA:ROOF AREA:3113 SQ FT3113 SQ FT VENTILATION REQUIRED:VENTILATION REQUIRED:3113 SQ FT X 144 ÷ 300 =3113 SQ FT X 144 ÷ 300 =1494.24 SQ IN REQ1494.24 SQ IN REQ PROVIDE BETWEEN 40% & 50% OF THE TOTAL REQ'D VENTILATION NO MORE THAN 3'BELOWPROVIDE BETWEEN 40% & 50% OF THE TOTAL REQ'D VENTILATION NO MORE THAN 3'BELOW THE RIDGE OR THE HIGHEST POINT OF THE SPACE. REMAINDER TO BE INSTALLED @ EAVE VENTS THE RIDGE OR THE HIGHEST POINT OF THE SPACE. REMAINDER TO BE INSTALLED @ EAVE VENTS ROOF VENTILATION:ROOF VENTILATION: AF50 ROOF JACK (10" X 7") =AF50 ROOF JACK (10" X 7") =50.00 SQ IN EA50.00 SQ IN EA VENTILATION MIN =VENTILATION MIN =1494.24 SQ IN X 0.4 ÷ 50 SQ IN OF EACH VENT =1494.24 SQ IN X 0.4 ÷ 50 SQ IN OF EACH VENT = 11.9 VENTS 11.9 VENTS VENTILATION MAX =VENTILATION MAX =1494.24 SQ IN X 0.5 ÷ 50 SQ IN OF EACH VENT =1494.24 SQ IN X 0.5 ÷ 50 SQ IN OF EACH VENT = 14.9 VENTS 14.9 VENTS PROVIDE:PROVIDE:15 X 50 (10" X 7" ROOF JACKS) VENTILATION = 15 X 50 (10" X 7" ROOF JACKS) VENTILATION = 750 SQ IN750 SQ IN VENTILATION AREA REMAINDER FOR EAVE VENTS = 1494.24 -750 = VENTILATION AREA REMAINDER FOR EAVE VENTS = 1494.24 -750 = 744.24 SQ IN744.24 SQ IN EAVE VENTILATION:EAVE VENTILATION: BIRD BLOCKING:BIRD BLOCKING:(3) 2.25" DIA HOLES PER BAY = 5.96 SQ IN PER LF - 25% REDUCTION = 4.47 SQ IN PER LF(3) 2.25" DIA HOLES PER BAY = 5.96 SQ IN PER LF - 25% REDUCTION = 4.47 SQ IN PER LF EAVE VENTILATION REQ'D = EAVE VENTILATION REQ'D = 744.24 SQ IN ÷ 4.47 SQ IN PER LF = 744.24 SQ IN ÷ 4.47 SQ IN PER LF = 166.49 LF166.49 LF PROVIDE MIN:PROVIDE MIN:166.49 LF BIRDBLOCKING X 4.47= 166.49 LF BIRDBLOCKING X 4.47= 744.21 SQ IN744.21 SQ IN MIN VENTILATION PROVIDED = MIN VENTILATION PROVIDED = 1494.21 SQ IN1494.21 SQ IN ROOF VENTILATIONROOF VENTILATION ++ PREMAN SCISSOR TRUSSESPREMAN SCISSOR TRUSSES 24" O/C @ GREAT ROOM, KITCHEN24" O/C @ GREAT ROOM, KITCHEN ONLYONLY 6X6 POST6X6 POST 9' PLT9' PLT U 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C GIRDERGIRDER 24" RAKE TYP24" RAKE TYP 1'-8" OH1'-8" OH 15" OH15" OH CANT TRUSSES 30" CANT TRUSSES 30" PLUS TAILSPLUS TAILS GLBGLB 15" OH15" OH 24" RAKE24" RAKE HI P M A S T E R HI P M A S T E R HI P M A S T E R HI P M A S T E R 1'-8" OH1'-8" OH 24" RAKE24" RAKE 6X6 POST6X6 POST GLBGLB 6X12 RIDGE POST DOWN6X12 RIDGE POST DOWN TO GLBTO GLB 9' PLT9' PLT 9' PLT9' PLT 9' PLT9' PLT 2X10 RAFTERS2X10 RAFTERS 24" O/C @ VAULTED24" O/C @ VAULTED PORCHPORCH 6X126X12 6X126X12 6X86X8 6X86X8 6X86X8 6X8 RIDGE POST6X8 RIDGE POST DOWN TO 6X8 BEAMDOWN TO 6X8 BEAM PREMAN MONO TRUSSESPREMAN MONO TRUSSES 24" O/C24" O/C RIDGERIDGE PREMAN TRUSSESPREMAN TRUSSES 24" O/C24" O/C 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C PREMAN DUAL PITCHPREMAN DUAL PITCH TRUSSES 24" O/CTRUSSES 24" O/C PREMAN DUAL PITCHPREMAN DUAL PITCH TRUSSES 24" O/CTRUSSES 24" O/C 11/202011/2020 55 PARANADAPARANADA T T 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 6 MIL VAPOR 6 MIL VAPOR BARRIERBARRIER6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) R-49 BATT INSULATIONR-49 BATT INSULATION 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-21 BATT INSULATIONR-21 BATT INSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" RR 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 R-21 R-21 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X RIM JOIST2 X RIM JOIST 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C T T 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" GG 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) OPT R-49 BATTOPT R-49 BATT INSULATIONINSULATION2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATING7/16" OSB SHEATING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB OPT R-21 BATTOPT R-21 BATT INSULATIONINSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C CLASS 1 TYPE VAPOR RETARDANTCLASS 1 TYPE VAPOR RETARDANT MATERIAL TO COVER CRAWLSPACEMATERIAL TO COVER CRAWLSPACE FLOOR (6 MIL) BLACK POLYETHYLENEFLOOR (6 MIL) BLACK POLYETHYLENE R-49R-49R-21R-21 9 '-0 " 9 '-0 " 1 0 '-3 " 5/4" FASCIA5/4" FASCIA VAULTEDVAULTED PORCHPORCH SIDING OVERSIDING OVER VAPOR BARRIERVAPOR BARRIER OVER 7/16" OSB SHTGOVER 7/16" OSB SHTG CROSS SECTION A-A CROSS SECTION A-A 1/4" = 1'1/4" = 1' 2X10 FLR JST 16" O/C2X10 FLR JST 16" O/C 1212 66 2X10 RAFTERS 24" O/C 2X10 RAFTERS 24" O/C @ VAULTED PORCH@ VAULTED PORCH GREAT ROOMGREAT ROOM ENTRYENTRY 2X8 RAFTERS 24" O/C2X8 RAFTERS 24" O/C @ VAULTED PORCH@ VAULTED PORCH 6X86X8 GLBGLB PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C VAULTED @ GR & KITCHENVAULTED @ GR & KITCHEN HALLHALL R-38R-38 1212 33 3/4" T&G PLYWOOD3/4" T&G PLYWOOD GLUE & NAILGLUE & NAIL4" CONC SLAB4" CONC SLAB COMP ROOFING OVERCOMP ROOFING OVER 15 LB FELT OVER15 LB FELT OVER 7/16" OSB SHTG7/16" OSB SHTG VAULTEDVAULTED PORCHPORCH 11/202011/2020 66 PARANADAPARANADA T T T T END BEARING TRUSSEND BEARING TRUSS 3/4" = 1'3/4" = 1' 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB 3/73/7 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK R-21R-21 2X6 FURRED OUT - 16" O/C2X6 FURRED OUT - 16" O/C 1" AIR SPACE1" AIR SPACE 16"16" 8" 8" 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 8" CONC STEM WALL8" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT ADHERED LIGHTWEIGHT VENEER ADHERED LIGHTWEIGHT VENEER 3/4" = 1'- 0"3/4" = 1'- 0" R-10 RIGID INSUL W/ R-10 RIGID INSUL W/ THERMAL BREAK UNDERTHERMAL BREAK UNDER ENTIRE SLAB ENTIRE SLAB 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C 2 X 6 PT MUDSILL2 X 6 PT MUDSILL WATER PROOF BELOW GRADEWATER PROOF BELOW GRADE (IF BASEMENT ONLY)(IF BASEMENT ONLY) 1/2" CDX PLYWOOD SHEATHING1/2" CDX PLYWOOD SHEATHING (2) LAYERS OF GRADE "D" BUILDING(2) LAYERS OF GRADE "D" BUILDING PAPER WEATHER RESISTANT BARRIERPAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV) METAL LATHCORROSION RESISTANT (GALV) METAL LATH ADHERED LIGHTWEIGHT STONE VENEER,ADHERED LIGHTWEIGHT STONE VENEER, STYLE PER PLANSTYLE PER PLAN TYPE "N" MORTAR JOINT, MORTAR SEATING BEDTYPE "N" MORTAR JOINT, MORTAR SEATING BED 26 GA GALV CORROSION RESISTANT WEEP SCREENED26 GA GALV CORROSION RESISTANT WEEP SCREENED ATTIC ACCESS ATTIC ACCESS 3/4" = 1'3/4" = 1' MI N C L E A R MI N C L E A R BATT INSULATION BATT INSULATION PER PLANPER PLAN TRUSS PER PLANTRUSS PER PLAN RIGID INSULATIONRIGID INSULATION "J" METAL"J" METAL1/4" NEOPRENE1/4" NEOPRENE WEATHER STRIPPINGWEATHER STRIPPING 2 '-6 " TYPICAL BEAM TO FRAME TYPICAL BEAM TO FRAME 3/4" = 1'3/4" = 1' HEADERHEADER DOUBLE 2X STUDS, MIN FORDOUBLE 2X STUDS, MIN FOR 6' OPENING OR LARGER6' OPENING OR LARGER SIMPSON ST12 STRAP TIESIMPSON ST12 STRAP TIE OR DOUBLE TOP PLT OVEROR DOUBLE TOP PLT OVER SIMPSON ST18 STRAP TIESIMPSON ST18 STRAP TIE W/ (14) 16d OR DOUBLE TOP PLT OVERW/ (14) 16d OR DOUBLE TOP PLT OVER DOUBLE TOP PLTDOUBLE TOP PLT (2) 16d(2) 16d STEP FOOTING DETAIL STEP FOOTING DETAIL 3/4" = 1'3/4" = 1' 11 22 MAXMAX WALL FRAMINGWALL FRAMING RIM JOISTRIM JOIST PONY WALL FRAMINGPONY WALL FRAMING TO MATCH FRAMING ABOVETO MATCH FRAMING ABOVE GRADEGRADE SEE TYP WALL SECTIONSEE TYP WALL SECTION FOR FOUNDATION DESIGNFOR FOUNDATION DESIGN TYPICAL WINDOW SILL TYPICAL WINDOW SILL 3/4" = 1'3/4" = 1' WINDOW PER PLANWINDOW PER PLAN 1X TRIM1X TRIM TRIM PER ELEVATIONSTRIM PER ELEVATIONS "Z" FLASHING PER MANUF SPECS"Z" FLASHING PER MANUF SPECS BUILDING PAPER OVERBUILDING PAPER OVER FLASHING FLANGEFLASHING FLANGE 2X STUD WALL, BATT INSULATION2X STUD WALL, BATT INSULATION & SIDING PER PLAN& SIDING PER PLAN NOTE: TYPICAL (Z) FLASHINGNOTE: TYPICAL (Z) FLASHING * INSTALL SIDING MANUF PER SPECS* INSTALL SIDING MANUF PER SPECS *DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE*DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE * REPAIR OR REPLACE WINDOW IF FLANGE BREAKS* REPAIR OR REPLACE WINDOW IF FLANGE BREAKS * CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING* CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING * SLOPE ALL FLASHING AWAY FROM BUILDING* SLOPE ALL FLASHING AWAY FROM BUILDING MINMIN HOT WATER HEATER HOT WATER HEATER 3/4" = 1'3/4" = 1' MINMIN NOTE: INSULATE HOT WATER PIPE PER WSEC REQNOTE: INSULATE HOT WATER PIPE PER WSEC REQ 1/2" GWB BTW WH 1/2" GWB BTW WH & LEDGER& LEDGER 2X STUD WALL & BATT2X STUD WALL & BATT INSULATION PER PLANINSULATION PER PLAN 1/4" DIA X 5" LAG SCREW1/4" DIA X 5" LAG SCREW 2X4 LEDGER @ TOP & BTM2X4 LEDGER @ TOP & BTM 1/4" DIA X 3" LAG SCREW1/4" DIA X 3" LAG SCREW W/ FLAT WASHERW/ FLAT WASHER HOLD WH TIGHT TO GLBHOLD WH TIGHT TO GLB 26 GAUGE STRAP AROUND WH 26 GAUGE STRAP AROUND WH @ TOP & BTM, CONNECTED@ TOP & BTM, CONNECTED @ STUD OR BLOCKING@ STUD OR BLOCKING 4" DIA STEEL BOLLARD4" DIA STEEL BOLLARD (WHEN LOCATED IN GARAGE)(WHEN LOCATED IN GARAGE) PLATFORM TOP @ 18" MINPLATFORM TOP @ 18" MIN ABV FINISHED FLOORABV FINISHED FLOOR WHWH LOCATIONLOCATION PER PLANPER PLAN 4" 2" GARAGE EDGE @ SLAB ON GRADE GARAGE EDGE @ SLAB ON GRADE 3/4" = 1'3/4" = 1' PREFORMED EXPANSION JOINTPREFORMED EXPANSION JOINT CONC DRIVEWAYCONC DRIVEWAY 4" CONC GARAGE SLAB/MIN 4" 4" CONC GARAGE SLAB/MIN 4" COMPACTED GRANULAR FILL (SLOPE TO DRAIN)COMPACTED GRANULAR FILL (SLOPE TO DRAIN) CONT GARAGE FOOTINGCONT GARAGE FOOTING (2) #4 BARS(2) #4 BARS TYPICAL WINDOW HEADER TYPICAL WINDOW HEADER 3/4" = 1'3/4" = 1' 2X STUD WALL, BATT INSULATION2X STUD WALL, BATT INSULATION & SIDING PER PLAN& SIDING PER PLAN WINDOW HEADER PER PLANWINDOW HEADER PER PLAN 1X TRIM1X TRIM WINDOW PER PLANWINDOW PER PLAN 2" RIGID FOAM2" RIGID FOAM TRIM PER ELEVATIONTRIM PER ELEVATION BUILDING PAPER OVERBUILDING PAPER OVER FLASHING FLANGEFLASHING FLANGE "Z" FLASHING PER MANUF SPECS"Z" FLASHING PER MANUF SPECS FLOOR CONNECTION FLOOR CONNECTION 3/4" = 1'3/4" = 1' DOUBLE TOP PLTDOUBLE TOP PLT NAILING PER ENGINEERNAILING PER ENGINEER 2X RIM JOIST2X RIM JOIST 2X SOLE PLT2X SOLE PLT SIDING (SEE ELEVATIONS)SIDING (SEE ELEVATIONS) 15 # BUILDING PAPER (OR TYVEK) SHEATHING15 # BUILDING PAPER (OR TYVEK) SHEATHING PER ENGINEERING. 2X STUDS 16" O/CPER ENGINEERING. 2X STUDS 16" O/C 1/2" GWB1/2" GWB 3/4" T & G SUBFLOOR. JOISTS3/4" T & G SUBFLOOR. JOISTS PER FRAMING PLANPER FRAMING PLAN 5/8" GWB5/8" GWB 11/202011/2020 PARANADAPARANADA DOORS, WINDOWS & SKYLIGHTS:DOORS, WINDOWS & SKYLIGHTS: GENERALGENERAL THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLDTHE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLD TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4"TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4" STEPS TO A MIN 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE WSEC TABLE R402.1.1 UNO. ALL SKYLIGHTSSTEPS TO A MIN 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE WSEC TABLE R402.1.1 UNO. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNO. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN NET CLEARAND SKYWALLS SHALL HAVE LAMINATED GLASS UNO. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN NET CLEAR OPENING OF 5.7 SQ FT. MIN NET CLEAR OPERABLE WIDTH OF 20" AND A MIN NET CLEAR OPENING HEIGHT OF 24", MAX SILL HEIGHT OFOPENING OF 5.7 SQ FT. MIN NET CLEAR OPERABLE WIDTH OF 20" AND A MIN NET CLEAR OPENING HEIGHT OF 24", MAX SILL HEIGHT OF 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF 72" ABV44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF 72" ABV FINISHED GRADE OR SURFACE BELOW, TO BE A MIN OF 24" ABV ADJACENT FINISHED FLOOR. FINISHED GRADE OR SURFACE BELOW, TO BE A MIN OF 24" ABV ADJACENT FINISHED FLOOR. SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.4SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.4 R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BIFOLD DOORS.R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BIFOLD DOORS. R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60"R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60" ABV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSEDABV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OFPOSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN INSWING DOOR.AN INSWING DOOR. R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQ FT;1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQ FT; 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABV THE FLOOR;2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABV THE FLOOR; 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABV THE FLOOR; AND3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABV THE FLOOR; AND 4. 1 OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.4. 1 OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS,R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS, REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE.REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE. R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS,STEAMEDR308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS,STEAMED ROOMS,BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISROOMS,BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE.LESS THAN 60" MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE. R308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" (914MM) ABV THE PLANE OF THE ADJACENTR308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" (914MM) ABV THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS.WALKING SURFACE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. R308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABV THER308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABV THE LANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM OF THE TREAD NOSING. FOR EXCEPTIONSLANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM OF THE TREAD NOSING. FOR EXCEPTIONS SEE IRC SECTION R308.4SEE IRC SECTION R308.4 MISCELLANEOUS:MISCELLANEOUS: 42.42.UNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS, R-38 BATT INSULATIONUNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS, R-38 BATT INSULATION IN ALL FLOORS, R-49 BATT INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS. USE R-19 IN BASEMENTIN ALL FLOORS, R-49 BATT INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS. USE R-19 IN BASEMENT WALLS, R-10 SLAB PERIMETER 24" DEPTH, CRAWLSPACE WALLS AT R-17 IF REQUIRED. INSULATE ALLWALLS, R-10 SLAB PERIMETER 24" DEPTH, CRAWLSPACE WALLS AT R-17 IF REQUIRED. INSULATE ALL SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS.SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS. 43.43.1.5"-2" RIGID INSULATION AT MASONRY FOUNDATION WALLS.1.5"-2" RIGID INSULATION AT MASONRY FOUNDATION WALLS. 44.44.INSULATE DOUBLE GLAZED GLASS AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALLINSULATE DOUBLE GLAZED GLASS AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALL SIDING GLASS DOORS AND WINDOWS LESS THAN 18" ABOVE FLOOR. (CHECK ALL LOCAL CODESSIDING GLASS DOORS AND WINDOWS LESS THAN 18" ABOVE FLOOR. (CHECK ALL LOCAL CODES FOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS). VERIFY ALLFOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS). VERIFY ALL ROUGH OPENING SIZES WITH WINDOW MANUFACTURER.ROUGH OPENING SIZES WITH WINDOW MANUFACTURER. 45.45.ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS.ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS. 46.46.PROVIDE CAULKING AT SASHES, SLIDING GLASS DOORS, ENTRY DOORS AND BOTTOM PLATES.PROVIDE CAULKING AT SASHES, SLIDING GLASS DOORS, ENTRY DOORS AND BOTTOM PLATES. 47.47.CONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUTCONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUT HOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK. GENEROUSLY CAULKHOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK. GENEROUSLY CAULK ALL OPENINGS AND CRACKS.ALL OPENINGS AND CRACKS. 48.48.MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS.MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. 49.49.DOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING, TIGHT-FITTING, SOLID WOODDOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING, TIGHT-FITTING, SOLID WOOD OR METAL DOOR 1-3/8" OR MORE IN THICKNESS.OR METAL DOOR 1-3/8" OR MORE IN THICKNESS. 50.50.KITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METALKITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METAL DUCTS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. CLOTHES DRYERS SHALL BEDUCTS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. CLOTHES DRYERS SHALL BE EXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUELEXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES.BURNING APPLIANCES. 51.51.HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARKHEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS ANDOR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL.BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. 52.52.EVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRCEVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRC STANDARD, DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATEDSTANDARD, DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHEN SLEEPINGIN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHEN SLEEPING ROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILINGROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVEDDIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVED MANUFACTURERS INSTALLATION. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE MANUFACTURERS INSTALLATION. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE DWELLING UNIT.DWELLING UNIT. 53.53.ALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLEDALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECS.TO LISTED SPECS. 54.54.APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE SOAPPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE SO LISTED. VERIFY CLEARANCES WITH MANUFACTURERS SPECS.LISTED. VERIFY CLEARANCES WITH MANUFACTURERS SPECS. 55.55.FIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USEFIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USE MINIMUM #26 GALV. STEEL DUCTS.MINIMUM #26 GALV. STEEL DUCTS. 56.56.EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BEEVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS.INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS. 57.57.FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING.FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING. 58.58.USABLE SPACE UNDER STAIRS TO BE SURFACED WITH 5/8" TYPE "X" GWB, TAPE AND FINISH WALLBOARD.USABLE SPACE UNDER STAIRS TO BE SURFACED WITH 5/8" TYPE "X" GWB, TAPE AND FINISH WALLBOARD. 59.59.FIRE BLOCK STAIRS: BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS.FIRE BLOCK STAIRS: BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS. 60.60.STAIRWAYS: MAXIMUM RISE 7.75" MINIMUM RUN 10", MINIMUM HEADROOM 6'-8", MINIMUM WIDTH 36"STAIRWAYS: MAXIMUM RISE 7.75" MINIMUM RUN 10", MINIMUM HEADROOM 6'-8", MINIMUM WIDTH 36" HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34" AND 38" MAXIMUM ABOVE TRADE NOSING.HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34" AND 38" MAXIMUM ABOVE TRADE NOSING. UNLESS DESIGNATED FOR THE DISABLED. THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESSUNLESS DESIGNATED FOR THE DISABLED. THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE ANDTHAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AND EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTHEQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE NOTSURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE NOT LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL.LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. 61.61.RAFTER TIES: MAXIMUM OF 4' O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL.RAFTER TIES: MAXIMUM OF 4' O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL. FASTEN AS REQUIRED.FASTEN AS REQUIRED. 62.62.PLYWOOD EXPOSED TO WEATHER SHALL BE MINIMUM CC EXTERIOR.PLYWOOD EXPOSED TO WEATHER SHALL BE MINIMUM CC EXTERIOR. 63.63.ATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA OFATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA OF SPACE VENTILATED. EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIREDSPACE VENTILATED. EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BEVENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE EAVE OR CORNICE VENT.VENTILATED AT LEAST 3' ABOVE EAVE OR CORNICE VENT. 64.64.RAFTER SPACES ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALLRAFTER SPACES ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALL BE SIZED TO ALLOW A MINIMUM 1" CLEAR VENTED AIR SPACE ABOVE THE INSULATION.BE SIZED TO ALLOW A MINIMUM 1" CLEAR VENTED AIR SPACE ABOVE THE INSULATION. 65.65.ATTIC ACCESS MINIMUM OPENING 22"X30". MINIMUM 30" CLEAR HEADROOM SHALL BE PROVIDED ABOVEATTIC ACCESS MINIMUM OPENING 22"X30". MINIMUM 30" CLEAR HEADROOM SHALL BE PROVIDED ABOVE THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30" NEED NOT THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30" NEED NOT BE PROVIDED WITH ACCESS OPENING.BE PROVIDED WITH ACCESS OPENING. 66. VAPOR BARRIER: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT66. VAPOR BARRIER: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6-INCHES (152MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASELESS THAN 6-INCHES (152MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUB GRADE WHERE NO BASE COURSE EXISTS.COURSE OR THE PREPARED SUB GRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: FROM DETACHED GARAGES, UTILITY BUILDINGSEXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: FROM DETACHED GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES.AND OTHER UNHEATED ACCESSORY STRUCTURES. 67. ALARM REQUIREMENTS: SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING67. ALARM REQUIREMENTS: SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURER'SWITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLINGIMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS.UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. GLUED LAMINATED WOOD MEMBERSGLUED LAMINATED WOOD MEMBERS :: 19.19.GLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI STANDARD A-190.1 AMERICANGLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI STANDARD A-190.1 AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-FNATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-F V4 (FB=2400PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALLV4 (FB=2400PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED. SEALER SHALL BE APPLIED TO ENDS OF ALLBE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED. SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AT/CMEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AT/C STAMP AND CERTIFICATION IS REQUIRED.STAMP AND CERTIFICATION IS REQUIRED. 20.20.DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS.DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS. 21.21.BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS. CROSS BRIDGE AT 8' O/C MAXIMUM.BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS. CROSS BRIDGE AT 8' O/C MAXIMUM. 22.22.FLOOR CONSTRUCTION: PLYWOOD SUB FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURALFLOOR CONSTRUCTION: PLYWOOD SUB FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURAL EXTERIOR GLUE, PLYWOOD THICKNESS WILL REFLECT IN PLANS. GLUE/NAIL PLYWOOD SUB FLOOR TOEXTERIOR GLUE, PLYWOOD THICKNESS WILL REFLECT IN PLANS. GLUE/NAIL PLYWOOD SUB FLOOR TO SUPPORT MEMBERS WITH 8D AT 12"O/C AT INTERIOR BEARING POINTS. UNLESS STARTED OTHERWISE USESUPPORT MEMBERS WITH 8D AT 12"O/C AT INTERIOR BEARING POINTS. UNLESS STARTED OTHERWISE USE TYPICAL SPECS FOR ROOF SHEATHING.TYPICAL SPECS FOR ROOF SHEATHING. 23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL).OPENINGS (BOTH VERTICAL AND HORIZONTAL). 24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 14". OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4' INWITH A MINIMUM LENGTH OF 14". OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4' IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONALHEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY.STORY. 25.25.ALL EXTERIOR WALLS AND MAIN CROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLYALL EXTERIOR WALLS AND MAIN CROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED.BRACED. TRUSSESTRUSSES:: 26.26.STRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEERSTRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEER (DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION)(DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION) PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVALAPPROVAL C) GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL.C) GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL. DESIGN CRITERIA:DESIGN CRITERIA: TOP CHORD LL 25PSFTOP CHORD LL 25PSF TOP CHORD DL 10PSFTOP CHORD DL 10PSF BOTTOM CHORD DL 5PSF BOTTOM CHORD DL 5PSF TOTAL 40PSF (45 FOR TILE OR SLATE)TOTAL 40PSF (45 FOR TILE OR SLATE) USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY). TRUSS USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY). TRUSS COMPANY SHALL FURNISH DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TOCOMPANY SHALL FURNISH DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. 27.27.ALL WOOD EXPOSED TO WEATHER SUCH AS WOOD FOR DECK FRAMING,DECKING, STAIRS RAILINGS,ALL WOOD EXPOSED TO WEATHER SUCH AS WOOD FOR DECK FRAMING,DECKING, STAIRS RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR.(IRC)JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR.(IRC) 28. WHEN DECKS, PORCHES, ETC, ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN28. WHEN DECKS, PORCHES, ETC, ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN 36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART.36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART. 29.29.ALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITHALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITH APPROVED PRESERVATIVE.APPROVED PRESERVATIVE. FLOOR AND ROOF FRAMING:FLOOR AND ROOF FRAMING: 30.30.USE 3/4" APA RATED (40/20) SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH 8DUSE 3/4" APA RATED (40/20) SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH 8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATENAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE FRAMING.FRAMING. USE 1/2" APA RATED (24/0) SHEATHING ON ROOF NAILED TO TRUSSES OR RAFTERS WITHUSE 1/2" APA RATED (24/0) SHEATHING ON ROOF NAILED TO TRUSSES OR RAFTERS WITH 8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE FRAMING.FRAMING. SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS WITH STAGGEREDSHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS WITH STAGGERED PANEL EDGES. FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED.PANEL EDGES. FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED. 31.31.WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2" AIRSPACE ON TOP, SIDESWOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2" AIRSPACE ON TOP, SIDES AND ENDS.AND ENDS. 32.32.WOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLEWOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN. ALL JOISTS SHALL HAVE A MINIMUM OF 2"VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN. ALL JOISTS SHALL HAVE A MINIMUM OF 2" BEARING AT SUPPORTS. LAPPING JOISTS TO HAVE 6" LAPS CENTERED OVER INTERIOR SUPPORTS.BEARING AT SUPPORTS. LAPPING JOISTS TO HAVE 6" LAPS CENTERED OVER INTERIOR SUPPORTS. 33.33.MINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATESTMINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE.EDITION OF THE INTERNATIONAL BUILDING CODE. 34.34.BOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILSBOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 6" O/C STAGGERED UNLESS OTHERWISE NOTED ON PLANS.AT 6" O/C STAGGERED UNLESS OTHERWISE NOTED ON PLANS. 35.35.ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC.ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC. 36.36.GLU-LAM BEAMS MUST BE SIZED, DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS.GLU-LAM BEAMS MUST BE SIZED, DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS. GENERAL FINISH NOTES:GENERAL FINISH NOTES: 37. TUB AND SHOWER ENCLOSURES TO HAVE WATERPROOF GWB MINIMUM OF 68" HIGH.37. TUB AND SHOWER ENCLOSURES TO HAVE WATERPROOF GWB MINIMUM OF 68" HIGH. 38.38.FOR ALL BATH AND TOILET AREAS: USE WATER RESISTANT GWB (OR EQUAL) FOR WALLS ANDFOR ALL BATH AND TOILET AREAS: USE WATER RESISTANT GWB (OR EQUAL) FOR WALLS AND CEILING. USE PLYWOOD UNDERLAYMENT FLOOR WITH EXTERIOR GLUE.CEILING. USE PLYWOOD UNDERLAYMENT FLOOR WITH EXTERIOR GLUE. 39.39.ALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB (OR EQUAL). INSTALL WITHALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB (OR EQUAL). INSTALL WITH METAL REINFORCING AND NAIL TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 6DMETAL REINFORCING AND NAIL TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 6D COOLER NAILS. COMPLY TO LATEST EDITION OF THE IBC. TAPE AND TEXTURE TO SPECS.COOLER NAILS. COMPLY TO LATEST EDITION OF THE IBC. TAPE AND TEXTURE TO SPECS. 40.40.USE 5/8" TYPE "X" (FIRE RATED) GWB ON GARAGE WALLS, CEILINGS, EXPOSED BEAMS AND POSTS.USE 5/8" TYPE "X" (FIRE RATED) GWB ON GARAGE WALLS, CEILINGS, EXPOSED BEAMS AND POSTS. 41.41.INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER.INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER. GENERAL REQUIREMENTS: BUILDING ENVELOPEGENERAL REQUIREMENTS: BUILDING ENVELOPE INSULATION REQUIREMENT:INSULATION REQUIREMENT: ROOF / CEILING INSULATION:ROOF / CEILING INSULATION: USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS.USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS. MAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONSMAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONS INSTALL EAVE VENT BAFFLES PER ROOF DETAILS.INSTALL EAVE VENT BAFFLES PER ROOF DETAILS. WALL INSULATION:WALL INSULATION: USE R-21 FACED BATT INSULATION ON ABOVE GRADE WALLS.USE R-21 FACED BATT INSULATION ON ABOVE GRADE WALLS. FACED BATT INSULATION TO BE FACE STAPLED ONLY.FACED BATT INSULATION TO BE FACE STAPLED ONLY. ABOVE GRADE EXTERIOR INSULATION TO BE PROTECTED.ABOVE GRADE EXTERIOR INSULATION TO BE PROTECTED. FLOOR INSULATION:FLOOR INSULATION: USE R-30 BATT INSULATION ON ALL CRAWL SPACE FLOOR AREAS.USE R-30 BATT INSULATION ON ALL CRAWL SPACE FLOOR AREAS. USE INSULATION SUPPORTS SPACED NOT MORE THAN 24" ON CENTER.USE INSULATION SUPPORTS SPACED NOT MORE THAN 24" ON CENTER. INSTALLED INSULATION SHALL NOT BLOCK AIR FLOW THROUGH THE INSTALLED INSULATION SHALL NOT BLOCK AIR FLOW THROUGH THE FOUNDATION VENTS.FOUNDATION VENTS. MOISTURE CONTROL REQUIREMENTS:MOISTURE CONTROL REQUIREMENTS: VAPOR RETARDANTS TO BE INSTALLED ON THE WARM SIDE OF INSULATION.VAPOR RETARDANTS TO BE INSTALLED ON THE WARM SIDE OF INSULATION. ROOF / CEILING ASSEMBLIES:ROOF / CEILING ASSEMBLIES: USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS.USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS. MAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONSMAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONS INSTALL EAVE VENT BAFFLES PER ROOF DETAILS.INSTALL EAVE VENT BAFFLES PER ROOF DETAILS. WALL VAPOR RETARDANT:WALL VAPOR RETARDANT: FACED BATT INSULATION TO BE USED AS VAPOR RETARDANT.FACED BATT INSULATION TO BE USED AS VAPOR RETARDANT. FACED BATTS TO BE FACE STAPLED ONLY.FACED BATTS TO BE FACE STAPLED ONLY. FLOOR VAPOR RETARDANT:FLOOR VAPOR RETARDANT: 3/4" T & G PLYWOOD FLOORING TO BE USED AS VAPOR RETARDANT.3/4" T & G PLYWOOD FLOORING TO BE USED AS VAPOR RETARDANT. CRAWLSPACE VAPOR RETARDANT:CRAWLSPACE VAPOR RETARDANT: INSTALL GROUND COVER OF SIX MIL ( 0.006 INCH THICK) BLACK POLYETHYLENE ORINSTALL GROUND COVER OF SIX MIL ( 0.006 INCH THICK) BLACK POLYETHYLENE OR EQUAL OVER THE GROUND WITHIN CRAWLSPACE.EQUAL OVER THE GROUND WITHIN CRAWLSPACE. THE GROUND COVER TO BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTSTHE GROUND COVER TO BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL.AND SHALL EXTEND TO THE FOUNDATION WALL. GENERAL NOTES:GENERAL NOTES: ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (2015). ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (2015). DO NOT SCALE THE DRAWINGS. USE THE DIMENSIONS. DO NOT SCALE THE DRAWINGS. USE THE DIMENSIONS. VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. VERIFY ALL CABINET LAYOUTS, CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER. VERIFY VERIFY ALL CABINET LAYOUTS, CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER. VERIFY INSTALLATION INSTRUCTIONS BEFORE ORDERING.INSTALLATION INSTRUCTIONS BEFORE ORDERING. DESIGN LOAD CRITERIA DESIGN LOAD CRITERIA NOTE: VERIFY LOADS FOR YOUR AREANOTE: VERIFY LOADS FOR YOUR AREA ATTICS WITH STORAGE LLATTICS WITH STORAGE LL 20PSF20PSF ATTICS WITHOUT STORAGE LL ATTICS WITHOUT STORAGE LL 10PSF10PSF DECKS LLDECKS LL 60PSF60PSF EXTERIOR BALCONIES LLEXTERIOR BALCONIES LL 60PSF60PSF FIRE ESCAPES LL FIRE ESCAPES LL 40PSF40PSF GUARDRAILS AND HANDRAILS LL GUARDRAILS AND HANDRAILS LL 200PSF200PSF GUARDRAILS FILL IN COMPONENTS LL GUARDRAILS FILL IN COMPONENTS LL 50PSF50PSF PASSENGER VEHICLE GARAGES LL PASSENGER VEHICLE GARAGES LL 50PSF50PSF ROOMS OTHER THAN SLEEPING ROOMS LL ROOMS OTHER THAN SLEEPING ROOMS LL 40PSF40PSF SLEEPING ROOMS LL SLEEPING ROOMS LL 30PSF30PSF STAIRS LL STAIRS LL 40PSF40PSF WIND LOADWIND LOAD EXPOSURE B EXPOSURE B SEISMIC DESIGN CATEGORY D SEISMIC DESIGN CATEGORY D ALLOWABLE SOIL PRESSURE 1500 PSF ALLOWABLE SOIL PRESSURE 1500 PSF *OR AS DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS *OR AS DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS FOUNDATIONFOUNDATION 6.6.THE SELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALLTHE SELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION (2015).CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION (2015). MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUMMATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4" WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATERSLUMP OF 4" WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM FC-3000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETEUSE MINIMUM FC-3000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAINAND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. MAXIMUM SIZE OF AGGREGATE IS .5". ALL CONCRETE SHALL BE POUREDAN AIR ENTRAINING AGENT. MAXIMUM SIZE OF AGGREGATE IS .5". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDINGCONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDING INSPECTOR VERIFICATION. INSPECTOR VERIFICATION. 7.7.STANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN. VERIFY FROST DEPTH WITH LOCAL BUILDINGSTANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN. VERIFY FROST DEPTH WITH LOCAL BUILDING CODES FOR YOUR AREA.CODES FOR YOUR AREA. REINFORCING STEELREINFORCING STEEL 8.8.ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCEALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 18" MINIMUM UNLESSWITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 18" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS ANDOTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS ON FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED ANDINTERSECTIONS ON FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY IMPROVED CHAIRS, SPACERS OR TIES SECURED IN PLACE DURING GROUT ORADEQUATELY SUPPORTED BY IMPROVED CHAIRS, SPACERS OR TIES SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL:MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE: USE: PROTECTION:PROTECTION: SLAB AND WALL BARS SLAB AND WALL BARS 1.5"1.5" INTERIOR FACES INTERIOR FACES 1.5" (#5 AND SMALLER)1.5" (#5 AND SMALLER) EXPOSED TO WEATHER OR EARTH EXPOSED TO WEATHER OR EARTH 2" (#5 OR LARGER)2" (#5 OR LARGER) FOOTING BARS FOOTING BARS 3" 3" 9.9.VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE.VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE. 10.10.PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1500PSF BEARING CAPACITY (ASSUMED). BOTTOMPLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1500PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW THE FINISHED GRADE. BACKFILL WALLS WITH AOF EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW THE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. 11.11.FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE.FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE. 12.12.FOUNDATIONS FOR BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12" IN 10' SHALL BEFOUNDATIONS FOR BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12" IN 10' SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVELSTEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVEL 13.13.PIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALLPIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALL HAVE A MINIMUM OF 8" EDGE THICKNESS.HAVE A MINIMUM OF 8" EDGE THICKNESS. 14.14.PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED EARTH.PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED EARTH. 15.15.WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND INWHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND IN BASEMENTS, PROVIDE A 1" PLINTH ABOVE CONCRETE.BASEMENTS, PROVIDE A 1" PLINTH ABOVE CONCRETE. 16.16.PROVIDE 18" MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12" UNDER WOOD GIRDERS.PROVIDE 18" MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12" UNDER WOOD GIRDERS. 17.17.CRAWLSPACE VENTILATION: MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OFCRAWLSPACE VENTILATION: MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDEUNDER FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDE CROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITHCROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4" IN DIMENSION.MESH OPENINGS OF 1/4" IN DIMENSION. FRAMING:FRAMING: 18.18.DESIGN CRITERIA FOR LUMBERDESIGN CRITERIA FOR LUMBER TIMBER: TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. BEAMS MDF#2 OR BETTER BEAMS MDF#2 OR BETTER POSTS DF#2 OR BETTER POSTS DF#2 OR BETTER 2x FRAMING HF#2 OR BETTER 2x FRAMING HF#2 OR BETTER 2x TIMBER SHALL BE KILN DRIED. LL GRADES SHALL CONFORM TO ''WWPA GRADING RULES FOR WESTERN 2x TIMBER SHALL BE KILN DRIED. LL GRADES SHALL CONFORM TO ''WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITIONS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.LUMBER", LATEST EDITIONS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPEDOR COMMON NAILS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL MINIMUM NAILING SHALL BE PER IBC TABLEZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304..9.1 UNO. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE2304..9.1 UNO. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE "SIMPSON" . ALL HANGERS FASTENEDPROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE "SIMPSON" . ALL HANGERS FASTENED TO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILEDTO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILED 68.68.FIRESTOPPING:FIRESTOPPING: FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICALFIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORITONAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORYAND HORITONAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THEAND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS.FOLLOWING LOCATIONS. 1.1.IN CONCEALED SPACED OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TOIN CONCEALED SPACED OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOW LEVEL.EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOW LEVEL. 2.2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH ASAT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3.3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ANDIN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS.WALL CAVITIES IN LINE WITH STRINGERS. 4.4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOORAT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL. LEVEL. 11/202011/2020 GENERAL NOTESGENERAL NOTES PARANADAPARANADA W H COSD COSD 6 : 12 6 : 12 6 : 12 6 : 1 2 8 : 12 8 : 12 6 : 1 2 8 : 12 8 : 12 8 : 12 VENTILATION SCHEDULEVENTILATION SCHEDULE 2015 IRC TABLE M1507 2015 IRC TABLE M1507 MINIMUM REQUIRED LOCAL EXHAUST RATES FORMINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGSONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTEDAREA TO BE EXHAUSTED EXHAUST RATEEXHAUST RATE KITCHENS KITCHENS MIN 100 CFM @ 0.25" WG (IRC TABLE 1507.7)MIN 100 CFM @ 0.25" WG (IRC TABLE 1507.7) (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED(RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED @ MIN 100 CFM @ 0.10" WG MAY BE USED TO EXHAUST FAN REQ)@ MIN 100 CFM @ 0.10" WG MAY BE USED TO EXHAUST FAN REQ) BATH, POWDER,BATH, POWDER,MIN 50 CFM @ 0.25" WG (IRC TABLE M1507.4)MIN 50 CFM @ 0.25" WG (IRC TABLE M1507.4) LAUNDRY ROOMSLAUNDRY ROOMS WHOLE HOUSE FANWHOLE HOUSE FAN SIZED PER "INTERMITTENT VENTILATION FLOW RATE" BELOW.SIZED PER "INTERMITTENT VENTILATION FLOW RATE" BELOW. *WHOLE HOUSE FANS LOCATED 4' OR LESS FROM INTERIOR GRILL*WHOLE HOUSE FANS LOCATED 4' OR LESS FROM INTERIOR GRILL TO HAVE A SONE RATING OF 1.0 OR LESS MEASURED @ 0.1" WGTO HAVE A SONE RATING OF 1.0 OR LESS MEASURED @ 0.1" WG ALL FANS TO VENT OUTSIDE. ALL OTHER REQUIREMENTS OF THE 2015 WSEC & THE 2015 IRCALL FANS TO VENT OUTSIDE. ALL OTHER REQUIREMENTS OF THE 2015 WSEC & THE 2015 IRC SECTION M1507 MUST BE MENTSECTION M1507 MUST BE MENT TO BE INSTALLED 2015 IRC SECTIONTO BE INSTALLED 2015 IRC SECTION TABLE M1507.3.1 THROUGH M1507.3.7TABLE M1507.3.1 THROUGH M1507.3.7 CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTSSYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNITDWELLING UNIT NUMBER OF BEDROOMSNUMBER OF BEDROOMS FLOOR AREAFLOOR AREA 0-10-1 2-32-3 4-54-5 6-76-7 77 (SQUARE FEET)(SQUARE FEET)AIRFLOW IN CFMAIRFLOW IN CFM - 1500- 1500 3030 4545 6060 7575 9090 1,501 - 3,0001,501 - 3,000 4545 6060 7575 9090 105105 3,001 - 4,5003,001 - 4,500 6060 7575 9090 105105 120120 4,501 - 6,0004,501 - 6,000 7575 9090 105105 120120 135135 6,001 - 7,5006,001 - 7,500 9090 105105 120120 135135 150150 7,500 +7,500 +105105 120120 135135 150150 165165 IRC TABLE M1507.3.3 (2)IRC TABLE M1507.3.3 (2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS ABAB RUN TIME % IN EACHRUN TIME % IN EACH 25%25%33%33%50%50%66%66%75%75%100%100% 4-HR SEGMENT4-HR SEGMENT FACTORFACTOR 44 33 22 1.51.5 1.31.3 1.01.0 A.A.FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTEDFOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED B.B. TO BE DETERMINED BY INTERPOLATION. TO BE DETERMINED BY INTERPOLATION. C.C.EXTRA POLATION BEYOND THE TABLE IS PROHIBITEDEXTRA POLATION BEYOND THE TABLE IS PROHIBITED SDSD COCO SMOKE ALARMS:SMOKE ALARMS: * 110 V INTERCONNECTED W/ BATTERY BACKUP.* 110 V INTERCONNECTED W/ BATTERY BACKUP. * INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA,* INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA, AND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALLEDAND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALLED NOT LESS THAN 3' FROM THE DOOR OF A BATH WHICHNOT LESS THAN 3' FROM THE DOOR OF A BATH WHICH CONTAINS A TUB OR SHOWER UNLESS THIS PREVENTSCONTAINS A TUB OR SHOWER UNLESS THIS PREVENTS PLACEMENT IN A REQUIRED LOCATION.PLACEMENT IN A REQUIRED LOCATION. * LISTED IN ACCORDANCE WITH UL 217 AND TO COMPLY WITH NFPA72* LISTED IN ACCORDANCE WITH UL 217 AND TO COMPLY WITH NFPA72 COMBINATION SMOKE & CARBON MONOXIDE ALARMS:COMBINATION SMOKE & CARBON MONOXIDE ALARMS: * INSTALLED ON EACH FLOOR, OUTSIDE OF EACH SEPARATE* INSTALLED ON EACH FLOOR, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND IN A BEDROOM THAT CONTAINS A GAS FIREPLACE IN THE BEDROOMAND IN A BEDROOM THAT CONTAINS A GAS FIREPLACE IN THE BEDROOM OR THE ADJACENT BATHROOM.OR THE ADJACENT BATHROOM. * SMOKE ALARM REQUIREMENTS PER ABV* SMOKE ALARM REQUIREMENTS PER ABV * COMBINATION SMOKE & CARBON MONOXIDE ALARMS LISTED IN* COMBINATION SMOKE & CARBON MONOXIDE ALARMS LISTED IN ACCORDANCE WITH UL 217 & UL 2034.ACCORDANCE WITH UL 217 & UL 2034. ENERGY CODEENERGY CODE EFFICIENT BUILDING ENVELOPE: 1a(0.5 credits)EFFICIENT BUILDING ENVELOPE: 1a(0.5 credits) PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS:PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28VERTICAL FENESTRATION U = 0.28 FLOOR R-38FLOOR R-38 SLAB ON GRADE R-10 PERIMETER & UNDER ENTIRE SLABSLAB ON GRADE R-10 PERIMETER & UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER & UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTIONBELOW GRADE SLAB R-10 PERIMETER & UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5%.R402.1.4: REDUCE THE TOTAL UA BY 5%. HIGH EFFICIENCY HVAC EQUIPMENT 3b:HIGH EFFICIENCY HVAC EQUIPMENT 3b: (1.0 CREDITS) (1.0 CREDITS) AIR - SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0 BEING SELECTED AND SHALL SPECIFY THEAIR - SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0 BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCYHEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY EFFICIENT 5a:EFFICIENT 5a: (0.5 CREDIT) (0.5 CREDIT) ALL SHOWER - HEAD & KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED @ 1.75 GPM OR LESS.ALL SHOWER - HEAD & KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED @ 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. BEING SELECTED AND SHALL SPECIFYALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCYTHE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY EFFICIENT WATER HEATING 5c:EFFICIENT WATER HEATING 5c: (1.5 CREDITS)(1.5 CREDITS) WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS,PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91GAS,PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91 OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER.OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINUMUM SAVINGS OF 85 THERMS OR 2000 kWh BASEDSOLAR WATER HEATING WILL PROVIDE A RATED MINUMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OG-300 CERTIFIEDON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OG-300 CERTIFIED SOLAR WATER HEATING SYSTEM. OR ELECTRIC HEAT PUMP WATER HEATER WITH A MIN EF OF 2.0 AND MEETINGSOLAR WATER HEATING SYSTEM. OR ELECTRIC HEAT PUMP WATER HEATER WITH A MIN EF OF 2.0 AND MEETING THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS.THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS. TO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEINGTO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EFFICIENCY AND,SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS.FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. 4X44X4 CONCCONC PADPAD SD SD SD SD 16'-6"1'-10" 5'-8" 3'-0" 3'-9" 6 '-8 " 4 '-1 " 9 '-6 " 8 '-2 " 7'-6" 9 '-2 " 4 '-6 " 2 '-0 " 9 '-6 " 2 4 '-0 " 7 '-1 0 " 4 '-6 " 11'-6" 2 '-0 " 8 '-6 " 3'-6"10'-2" 4 '-6 " 4 '-8 " 7 '-8 " 2 '-4 " 3 '-6 " 10'-2"4'-4"3'-8"4'-0"4'-0"5'-8"4'-0"8'-2"5'-9" 3'-6"7'-8"4'-4" 1 '-0 " 1 '-0 " 1 9 '-0 " 5 '-0 " 5 '-4 " 1 8 '-6 " 2 '-6 " 8 '-0 " 2 '-0 " 7 8 '-0 " 3 '-1 0 " 2 '-8 " 9 '-2 " 5 '-0 " 7 '-0 " 2'-3" 6'-0"8'-0" 2'-3"7'-6" 23'-0"10'-9"12'-0"13'-9" 59'-6" 2 '-6 " 5 '-1 0 " 1 1 '-4 " 2 '-4 " 8 '-8 " 2 '-4 " 1 1 '-6 " 6 '-0 " 2 '-0 " 2 '-0 " 7'-1" 6'-6" 13'-6" 9'-0" 17'-6"7'-6"8'-0" 12'-6"18'-0"15'-6" 3'-6" 3 '-6 " 59'-6" 7 8 '-0 " 12" BUILT UP COL12" BUILT UP COL (FURNACE ABV)(FURNACE ABV) A/AA/A MIRCOMIRCO 5' TUB5' TUB GARAGEGARAGE M CLOSETM CLOSET M BATHM BATH M BEDROOMM BEDROOM 5X65X6 SHWRSHWR MUDBEDMUDBED DWDW BEDROOM 2BEDROOM 2 DD WW UTILITYUTILITY CLCL (2) 2660 SH(2) 2660 SH 5050 XO5050 XO TEMPTEMP 2660 SH2660 SH PORCHPORCH 2650 SH2650 SH CLCL 2650 SH2650 SH 8080 SGD8080 SGD 12' X 8' SGD12' X 8' SGD 6060 XO6060 XO 5050 XO5050 XO DININGDINING 5'5' T/ST/S BEDROOM 1BEDROOM 1 LINLIN BATHBATH 2040 SH2040 SH CLCL 6068 BP6068 BP 5050 XO5050 XO 36" R36" R 4X9 ISLAND4X9 ISLAND BB AA RR DENDEN CLCL PORCHPORCH VAULTEDVAULTED GREAT ROOM GREAT ROOMGASGAS FPFP VOSVOS BUILT INBUILT IN VAULTEDVAULTED KITCHENKITCHEN 1/2 BATH1/2 BATH 9' CLG9' CLG PATIOPATIO 9' CLG9' CLG 9' CLG9' CLG 16' X 8' OH GD16' X 8' OH GD 10' HOT TUB10' HOT TUB FLOOR PLAN FLOOR PLAN 2561 SQ FT LIVING2561 SQ FT LIVING 1/4" = 1' 1/4" = 1' 552 SQ FT GARAGE552 SQ FT GARAGE 298 SQ FT COVERED AREA298 SQ FT COVERED AREA 193 SQ FT PATIO193 SQ FT PATIO GG VAULTEDVAULTED ENTRYENTRY SS RANGE HOODSS RANGE HOOD CLCL CLCL 48" PANTRY48" PANTRY DBLDBL OVOV VAULTEDVAULTED 9' CLG9' CLG 30803080 30683068 SCSC 30683068 26682668 26682668 PDPD 28682868 26682668 BUILT INBUILT IN 2468246824682468 24682468 24682468 28682868 26682668 28682868 28682868 5'-4" DOOR/WINDOW5'-4" DOOR/WINDOW UNITUNIT 28682868 26682668 6068 BP6068 BP FANFAN VOSVOS HT LTHT LT FANFAN VOSVOS 100 CFM FAN VOS100 CFM FAN VOS WHOLE HOUSE FANWHOLE HOUSE FAN W/ AUTO TIMERW/ AUTO TIMER & MANUAL OVERIDE& MANUAL OVERIDE FANFAN VOSVOS FANFAN VOSVOS FANFAN VOSVOS TOTAL WINDOW AREA 351 SFTOTAL WINDOW AREA 351 SF TOTAL LIVINGTOTAL LIVING 2561 SF2561 SF GLAZING %GLAZING %14%14% A/6A/6 A/6A/6 RR FLUSHFLUSH 12" CONC STEP12" CONC STEP 12" BUILT UP COL12" BUILT UP COL 108"108" NOTE:NOTE: ALL EXTERIOR WINDOWS AND DOORS HUNGALL EXTERIOR WINDOWS AND DOORS HUNG AT 8' HIGH THIS FLOOR (UNO)AT 8' HIGH THIS FLOOR (UNO) NOTE:NOTE: 5/8" TYPE "X" GWB ON5/8" TYPE "X" GWB ON WARM WALLS, CEILINGWARM WALLS, CEILING AND POSTSAND POSTS PROVIDE 1 3/8" SOLID CORE DOORPROVIDE 1 3/8" SOLID CORE DOOR OR 20 MIN FIRE DOOR W/ RATEDOR 20 MIN FIRE DOOR W/ RATED METAL FRAME WITH SELF-CLOSERMETAL FRAME WITH SELF-CLOSER SAFETY/TEMPERED GLASSSAFETY/TEMPERED GLASS REQUIRED PER 2015 IRC SECTION R308.4 REQUIRED PER 2015 IRC SECTION R308.4 FACTORY BUILT FIREPLACE TO BE LISTED,FACTORY BUILT FIREPLACE TO BE LISTED, LABELED AND INSTALLED WITH THE CONDITIONLABELED AND INSTALLED WITH THE CONDITION OF THE LISTING. FACTORY BUILT FIREPLACE MUSTOF THE LISTING. FACTORY BUILT FIREPLACE MUST BE TESTED IN ACCORDANCE WITH UL127 & COMPLY BE TESTED IN ACCORDANCE WITH UL127 & COMPLY W/ THE PROVISIONS OF IRC R100.6.2W/ THE PROVISIONS OF IRC R100.6.2 EMERGENCY ESCAPE WINDOWS AND RESCUE OPENINGS:EMERGENCY ESCAPE WINDOWS AND RESCUE OPENINGS: MINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SFMINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SF NET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BENET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES.LESS THAN 20 INCHES. GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THANGRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.0 SF.5.0 SF. EMERGENCY ESCAPE AND RESCUE WINDOWS (EGRESS) MUST BE NO GREATER THAN 44 INCHESEMERGENCY ESCAPE AND RESCUE WINDOWS (EGRESS) MUST BE NO GREATER THAN 44 INCHES ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING.ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING. EGRESSEGRESS EGRESSEGRESS QTYQTY DESCRIPTIONDESCRIPTION SIZESIZE AREAAREA EXTERIOR WINDOW - DOOR SCHEDULEEXTERIOR WINDOW - DOOR SCHEDULE 11 11 11 22 11 11 22 11 22 11 22 M BEDM BED GRGR DININGDINING B1,B2B1,B2 BATHBATH GARAGEGARAGE DEN, M CLDEN, M CL ENTRYENTRY ENTRYENTRY TUBTUB M BEDM BED 8080 SGD8080 SGD 12/0 80 SGD12/0 80 SGD 6060 XO6060 XO 5050 XO5050 XO 2040 SH2040 SH 3080 DOOR3080 DOOR 2660 SH2660 SH 3080 DOOR3080 DOOR 1660 P TEMP1660 P TEMP 5050 XO TEMP5050 XO TEMP 2650 SH2650 SH 6464 9696 3636 5050 88 N/AN/A 4545 N/AN/A 1212 2525 2525 78"78" 78"78" 78"78" SINKSINK 72"72" 9' CLG9' CLG 11 11/202011/2020 PARANADAPARANADA FLOOR FRAMING NOTESFLOOR FRAMING NOTES 1.1.ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE.ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE. 2.2.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE. 3.3.SEE FLOOR FRAMING SHOP DRAWINGS PER JOIST MANUFACTURER (IF APPLICABLE).SEE FLOOR FRAMING SHOP DRAWINGS PER JOIST MANUFACTURER (IF APPLICABLE). 4.4.PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITHPROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS OVER 10' OR PER FLOOR JOIST SPECS PER MANUFACTURER. SPANS OVER 10' OR PER FLOOR JOIST SPECS PER MANUFACTURER. 5. FLOOR SHEATHING TO BE 3/4" APA RATED SHEATHING.5. FLOOR SHEATHING TO BE 3/4" APA RATED SHEATHING. 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OR LATERAL SUPPORT AT ALL6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OR LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS. JOIST BEARING LOCATIONS. 7. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO)7. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO) FOUNDATION NOTES:FOUNDATION NOTES: 1. ALL FOOTINGS ARE TO BEAR ON FIRM, UNDISTURBED NATIVE SOILS. 1. ALL FOOTINGS ARE TO BEAR ON FIRM, UNDISTURBED NATIVE SOILS. VERIFY ALLOWABLE SOIL BEARING CAPACITY TO BE 1500 PSF PER ONSITE SOIL VERIFY ALLOWABLE SOIL BEARING CAPACITY TO BE 1500 PSF PER ONSITE SOIL CONDITIONS. CONDITIONS. 2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4X10 #2 DF OVER 4X4 POSTS (4X6 AT SPLICES) OVER CONCRETE 3. ALL BEAMS TO BE 4X10 #2 DF OVER 4X4 POSTS (4X6 AT SPLICES) OVER CONCRETE PADS UNLESS NOTED. PADS UNLESS NOTED. 4. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE4. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE 5. PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH 5. PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS OVER 10' OR PER JOIST MANUFACTURER'S SPECS SPANS OVER 10' OR PER JOIST MANUFACTURER'S SPECS 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS JOIST BEARING LOCATIONS CRAWLSPACE AREA:CRAWLSPACE AREA:2561 SQ FT2561 SQ FT VENTILATION AREA:VENTILATION AREA:2561 SQ FT X 144 ÷ 300 1229.28 SQ IN REQ'D2561 SQ FT X 144 ÷ 300 1229.28 SQ IN REQ'D USE: 14" X 7" VENTUSE: 14" X 7" VENT VENT AREA = 98 SQ IN - 25% REDUCTION FOR 1/4" MESH = 73.50 SQ IN EA VENTVENT AREA = 98 SQ IN - 25% REDUCTION FOR 1/4" MESH = 73.50 SQ IN EA VENT VENTS REQUIRED =VENTS REQUIRED =1229.28 SQ IN ÷ VENT AREA = 73.50 = 16.72 SQ IN1229.28 SQ IN ÷ VENT AREA = 73.50 = 16.72 SQ IN PROVIDE: PROVIDE: 17 17 (14" X 7" VENTS) (14" X 7" VENTS) FOUNDATION VENTILATIONFOUNDATION VENTILATION * FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS* FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS * INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER* INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER * LOCATE 1 VENT WITHIN 3' OF EACH CORNER OF THE BUILDING, EXCEPT 1 SIDE OF* LOCATE 1 VENT WITHIN 3' OF EACH CORNER OF THE BUILDING, EXCEPT 1 SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS CLASS 1 TYPE VAPOR RETARDANTCLASS 1 TYPE VAPOR RETARDANT MATERIAL TO COVER CRAWLSPACEMATERIAL TO COVER CRAWLSPACE FLOOR (6 MIL) BLACK POLYETHYLENEFLOOR (6 MIL) BLACK POLYETHYLENE 4X44X4 CONCCONC PADPAD T T T T T T T T 4" CONC SLAB4" CONC SLAB 4" CONC SLAB4" CONC SLAB 4" CONC SLAB4" CONC SLAB SOG OVER 4" GRANULAR FILLSOG OVER 4" GRANULAR FILL OVER 6" MIL VAPOR BARRIEROVER 6" MIL VAPOR BARRIER SLOPE 2%SLOPE 2% 1 2 '-0 " 1 0 '-0 " 2 4 '-0 " 6'-0"2'-0" 4 1 '-6 "4 4 '-0 " 16'-0"7'-6"13'-0"2 4 '-0 " 11'-6" 2 '-0 " 8 '-6 " 1 9 '-0 " 5 '-0 " 1 0 '-6 " 2 '-0 " 7 8 '-0 " 5 '-0 " 7 '-0 " 2'-3"2'-3" 23'-0"10'-9"12'-0"13'-9" 59'-6" 2 '-6 " 6 '-0 " 2 '-0 " 2 '-0 " 13'-6"12'-6"18'-0"15'-6" 59'-6" 7 8 '-0 "4X10 BEAM TYP4X10 BEAM TYP 4X4 POST TYP4X4 POST TYP MAXMAX MAXMAX 20" DIA X 8" TH20" DIA X 8" TH CONC PADS 6' O/C MAXCONC PADS 6' O/C MAX EDGE OF PATIOEDGE OF PATIO 6X6 POST6X6 POST AA 14" X 7" SCRND FND VENTS14" X 7" SCRND FND VENTS AA CCFOUNDATION PLAN FOUNDATION PLAN 1/4" = 1'1/4" = 1' 16'-3" R/O16'-3" R/O AA AA BB CC 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 6 MIL VAPOR 6 MIL VAPOR BARRIERBARRIER6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" AA 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 R-21 R-21 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X RIM JOIST2 X RIM JOIST 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C 12"12" 6" 6" 24 " 24 " 2 X FLOOR JST2 X FLOOR JST 16" O/C16" O/C 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" BB 3/4" T/G PLYWOOD3/4" T/G PLYWOOD GLUED & NAILEDGLUED & NAILED 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X 6 STUD WALL2 X 6 STUD WALL R-21 INSULR-21 INSUL 6 MIL VAPOR6 MIL VAPOR BARRIER BARRIER R-38 INSULR-38 INSUL 2 X RIM JOIST 2 X RIM JOIST 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" CC 3'-3" R/O3'-3" R/O 12" CONC STEP12" CONC STEP 2X10 FLR JST2X10 FLR JST 16" O/C16" O/C CRAWL SPACE ACCESS:CRAWL SPACE ACCESS: R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALLR408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACE. ACCESS OPENINGS THROUGH THE UNDER FLOOR SPACE. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18" X 24". OPENINGS THROUGH FLOOR SHALL BE A MIN OF 18" X 24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16" X 24"A PERIMETER WALL SHALL BE NOT LESS THAN 16" X 24" WHERE ANY PORTION OF THE THROUGH WALL ACCESS ISWHERE ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREA WAY NOT LESS THAN 16" X 24" SHALL BELOW GRADE, AN AREA WAY NOT LESS THAN 16" X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREA WAY SHALL BE BELOWBE PROVIDED. THE BOTTOM OF THE AREA WAY SHALL BE BELOW THE THRESH HOLD OF THE ACCESS OPENING. THROUGH WALLTHE THRESH HOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TOACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE.THE RESIDENCE. 30" SQ X 15" TH30" SQ X 15" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 30" SQ X 15" TH30" SQ X 15" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 24" SQ X 12" TH24" SQ X 12" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 24" SQ X 12" TH24" SQ X 12" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 11/202011/2020 22 PARANADAPARANADA 2 0 '-9 " 1 1 '-9 " 9 '-0 " 1212 88 HOUSE NUMBERS TO BE POSTED ONHOUSE NUMBERS TO BE POSTED ON FRONT OF THE HOUSE AND BE CLEARLY FRONT OF THE HOUSE AND BE CLEARLY VISIBLE FROM THE STREET.VISIBLE FROM THE STREET. FRONT ELEVATION FRONT ELEVATION 1/4" = 1'1/4" = 1' COMP ROOFINGCOMP ROOFING SHINGLE SIDINGSHINGLE SIDING BOARD & BATT SIDINGBOARD & BATT SIDING 2X12 TRIM BAND2X12 TRIM BAND 2X10 BARGE W/ 1X3 TRIM2X10 BARGE W/ 1X3 TRIM 2X6 TRIM2X6 TRIM CLGCLG MAIN FFMAIN FF RIDGERIDGE 5/4 X 4 CORNER BOARD5/4 X 4 CORNER BOARD FRONT/BACKFRONT/BACK 5/4 X 3 SIDES5/4 X 3 SIDES R905.2.8.5 DRIP EDGER905.2.8.5 DRIP EDGE A DRIP EDGE SHALL BE PROVIDED AT EAVESA DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS. DRIP EDGEAND GABLES OF SHINGLE ROOFS. DRIP EDGE SHALL EXTEND A MINIMUM OF 0.25" BELOW ROOFSHALL EXTEND A MINIMUM OF 0.25" BELOW ROOF SHEETING AND EXTEND UP THE ROOF DECK A SHEETING AND EXTEND UP THE ROOF DECK A MINIMUM OF 2 INCHES.MINIMUM OF 2 INCHES. RIGHT ELEVATION RIGHT ELEVATION 1/4" = 1'1/4" = 1' HARDI BOARD SIDINGHARDI BOARD SIDING 1212 66 11/202011/2020 33 PARANADAPARANADA 1212 66 REAR ELEVATION REAR ELEVATION 1/4" = 1'1/4" = 1' PROVIDE ROOF VENTS PER IRCPROVIDE ROOF VENTS PER IRC SECTION R-806.1 (TYP)SECTION R-806.1 (TYP) LEFT ELEVATION LEFT ELEVATION 1/4" = 1'1/4" = 1' CONT. METAL GUTTERCONT. METAL GUTTER OVER 2X FASCIA TYPOVER 2X FASCIA TYP 5/4" X 3" CORNER BOARDS5/4" X 3" CORNER BOARDS ON SIDESON SIDES 11/202011/2020 44 PARANADAPARANADA W H 6 : 12 6 : 12 6 : 12 6 : 1 2 8 : 12 8 : 12 6 : 1 2 8 : 12 8 : 12 8 : 12 ATTIC VENTILATION ATTIC VENTILATION PER IRC SECTION R806.2, THE NET FREE AREA SHALL BE 1/300PER IRC SECTION R806.2, THE NET FREE AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF THE REQUIREDOF THE AREA TO BE VENTED, WITH 50% OF THE REQUIRED VENT AREA TO BE LOCATED A MINIMUM OF 3' ABOVE EAVEVENT AREA TO BE LOCATED A MINIMUM OF 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED.VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED. ROOF FRAMING NOTES:ROOF FRAMING NOTES: 1 ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE.1 ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE. 2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE FOR FRAMING INSPECTION. PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP FOR FRAMING INSPECTION. PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP DRAWING REVIEW PRIOR TO CONSTRUCTION. DRAWING REVIEW PRIOR TO CONSTRUCTION. 3 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE3 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4 ROOF SHEATHING TO BE 7/16" APA RATED SHEATHING.4 ROOF SHEATHING TO BE 7/16" APA RATED SHEATHING. 5 ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO).5 ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO). 6 PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING6 PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING GIRDER, TRUSSES AND BEAMS. GIRDER, TRUSSES AND BEAMS. SCISSOR TRUSS DETAIL SCISSOR TRUSS DETAIL 1/2" = 1'1/2" = 1' 5/8" GWB5/8" GWB 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATING7/16" OSB SHEATING DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-49 BATT INSULATIONR-49 BATT INSULATION R-21 BATT INSULATIONR-21 BATT INSULATION 1" 4X44X4 CONCCONC PADPAD STANDARD TRUSS SECTIONSTANDARD TRUSS SECTION 1/2" = 1'1/2" = 1' 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) R-49 BATT INSULATIONR-49 BATT INSULATION 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-21 BATT INSULATIONR-21 BATT INSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER ROOF FRAMING PLAN ROOF FRAMING PLAN 1/4" = 1'1/4" = 1' 9' PLT9' PLT GLB HDRGLB HDR TOUNGE & GROOVE @ SOFFITSTOUNGE & GROOVE @ SOFFITS TOUNGE & GROOVE @ SOFFITSTOUNGE & GROOVE @ SOFFITS FURNACEFURNACE ABVABV PROVIDE MIN 22" X 36"PROVIDE MIN 22" X 36" ATTIC ACCESS W/ATTIC ACCESS W/ WEATHER STRIPPINGWEATHER STRIPPING PER CODEPER CODE RIDGERIDGE STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLYSTANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ROOF AREA:ROOF AREA:3113 SQ FT3113 SQ FT VENTILATION REQUIRED:VENTILATION REQUIRED:3113 SQ FT X 144 ÷ 300 =3113 SQ FT X 144 ÷ 300 =1494.24 SQ IN REQ1494.24 SQ IN REQ PROVIDE BETWEEN 40% & 50% OF THE TOTAL REQ'D VENTILATION NO MORE THAN 3'BELOWPROVIDE BETWEEN 40% & 50% OF THE TOTAL REQ'D VENTILATION NO MORE THAN 3'BELOW THE RIDGE OR THE HIGHEST POINT OF THE SPACE. REMAINDER TO BE INSTALLED @ EAVE VENTS THE RIDGE OR THE HIGHEST POINT OF THE SPACE. REMAINDER TO BE INSTALLED @ EAVE VENTS ROOF VENTILATION:ROOF VENTILATION: AF50 ROOF JACK (10" X 7") =AF50 ROOF JACK (10" X 7") =50.00 SQ IN EA50.00 SQ IN EA VENTILATION MIN =VENTILATION MIN =1494.24 SQ IN X 0.4 ÷ 50 SQ IN OF EACH VENT =1494.24 SQ IN X 0.4 ÷ 50 SQ IN OF EACH VENT = 11.9 VENTS 11.9 VENTS VENTILATION MAX =VENTILATION MAX =1494.24 SQ IN X 0.5 ÷ 50 SQ IN OF EACH VENT =1494.24 SQ IN X 0.5 ÷ 50 SQ IN OF EACH VENT = 14.9 VENTS 14.9 VENTS PROVIDE:PROVIDE:15 X 50 (10" X 7" ROOF JACKS) VENTILATION = 15 X 50 (10" X 7" ROOF JACKS) VENTILATION = 750 SQ IN750 SQ IN VENTILATION AREA REMAINDER FOR EAVE VENTS = 1494.24 -750 = VENTILATION AREA REMAINDER FOR EAVE VENTS = 1494.24 -750 = 744.24 SQ IN744.24 SQ IN EAVE VENTILATION:EAVE VENTILATION: BIRD BLOCKING:BIRD BLOCKING:(3) 2.25" DIA HOLES PER BAY = 5.96 SQ IN PER LF - 25% REDUCTION = 4.47 SQ IN PER LF(3) 2.25" DIA HOLES PER BAY = 5.96 SQ IN PER LF - 25% REDUCTION = 4.47 SQ IN PER LF EAVE VENTILATION REQ'D = EAVE VENTILATION REQ'D = 744.24 SQ IN ÷ 4.47 SQ IN PER LF = 744.24 SQ IN ÷ 4.47 SQ IN PER LF = 166.49 LF166.49 LF PROVIDE MIN:PROVIDE MIN:166.49 LF BIRDBLOCKING X 4.47= 166.49 LF BIRDBLOCKING X 4.47= 744.21 SQ IN744.21 SQ IN MIN VENTILATION PROVIDED = MIN VENTILATION PROVIDED = 1494.21 SQ IN1494.21 SQ IN ROOF VENTILATIONROOF VENTILATION ++ PREMAN SCISSOR TRUSSESPREMAN SCISSOR TRUSSES 24" O/C @ GREAT ROOM, KITCHEN24" O/C @ GREAT ROOM, KITCHEN ONLYONLY 6X6 POST6X6 POST 9' PLT9' PLT U 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C GIRDERGIRDER 24" RAKE TYP24" RAKE TYP 1'-8" OH1'-8" OH 15" OH15" OH CANT TRUSSES 30" CANT TRUSSES 30" PLUS TAILSPLUS TAILS GLBGLB 15" OH15" OH 24" RAKE24" RAKE HI P M A S T E R HI P M A S T E R HI P M A S T E R HI P M A S T E R 1'-8" OH1'-8" OH 24" RAKE24" RAKE 6X6 POST6X6 POST GLBGLB 6X12 RIDGE POST DOWN6X12 RIDGE POST DOWN TO GLBTO GLB 9' PLT9' PLT 9' PLT9' PLT 9' PLT9' PLT 2X10 RAFTERS2X10 RAFTERS 24" O/C @ VAULTED24" O/C @ VAULTED PORCHPORCH 6X126X12 6X126X12 6X86X8 6X86X8 6X86X8 6X8 RIDGE POST6X8 RIDGE POST DOWN TO 6X8 BEAMDOWN TO 6X8 BEAM PREMAN MONO TRUSSESPREMAN MONO TRUSSES 24" O/C24" O/C RIDGERIDGE PREMAN TRUSSESPREMAN TRUSSES 24" O/C24" O/C 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C PREMAN DUAL PITCHPREMAN DUAL PITCH TRUSSES 24" O/CTRUSSES 24" O/C PREMAN DUAL PITCHPREMAN DUAL PITCH TRUSSES 24" O/CTRUSSES 24" O/C 11/202011/2020 55 PARANADAPARANADA T T 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 6 MIL VAPOR 6 MIL VAPOR BARRIERBARRIER6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) R-49 BATT INSULATIONR-49 BATT INSULATION 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-21 BATT INSULATIONR-21 BATT INSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" RR 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 R-21 R-21 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X RIM JOIST2 X RIM JOIST 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C T T 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" GG 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) OPT R-49 BATTOPT R-49 BATT INSULATIONINSULATION2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATING7/16" OSB SHEATING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB OPT R-21 BATTOPT R-21 BATT INSULATIONINSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C CLASS 1 TYPE VAPOR RETARDANTCLASS 1 TYPE VAPOR RETARDANT MATERIAL TO COVER CRAWLSPACEMATERIAL TO COVER CRAWLSPACE FLOOR (6 MIL) BLACK POLYETHYLENEFLOOR (6 MIL) BLACK POLYETHYLENE R-49R-49R-21R-21 9 '-0 " 9 '-0 " 1 0 '-3 " 5/4" FASCIA5/4" FASCIA VAULTEDVAULTED PORCHPORCH SIDING OVERSIDING OVER VAPOR BARRIERVAPOR BARRIER OVER 7/16" OSB SHTGOVER 7/16" OSB SHTG CROSS SECTION A-A CROSS SECTION A-A 1/4" = 1'1/4" = 1' 2X10 FLR JST 16" O/C2X10 FLR JST 16" O/C 1212 66 2X10 RAFTERS 24" O/C 2X10 RAFTERS 24" O/C @ VAULTED PORCH@ VAULTED PORCH GREAT ROOMGREAT ROOM ENTRYENTRY 2X8 RAFTERS 24" O/C2X8 RAFTERS 24" O/C @ VAULTED PORCH@ VAULTED PORCH 6X86X8 GLBGLB PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C VAULTED @ GR & KITCHENVAULTED @ GR & KITCHEN HALLHALL R-38R-38 1212 33 3/4" T&G PLYWOOD3/4" T&G PLYWOOD GLUE & NAILGLUE & NAIL4" CONC SLAB4" CONC SLAB COMP ROOFING OVERCOMP ROOFING OVER 15 LB FELT OVER15 LB FELT OVER 7/16" OSB SHTG7/16" OSB SHTG VAULTEDVAULTED PORCHPORCH 11/202011/2020 66 PARANADAPARANADA T T T T END BEARING TRUSSEND BEARING TRUSS 3/4" = 1'3/4" = 1' 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB 3/73/7 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK R-21R-21 2X6 FURRED OUT - 16" O/C2X6 FURRED OUT - 16" O/C 1" AIR SPACE1" AIR SPACE 16"16" 8" 8" 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 8" CONC STEM WALL8" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT ADHERED LIGHTWEIGHT VENEER ADHERED LIGHTWEIGHT VENEER 3/4" = 1'- 0"3/4" = 1'- 0" R-10 RIGID INSUL W/ R-10 RIGID INSUL W/ THERMAL BREAK UNDERTHERMAL BREAK UNDER ENTIRE SLAB ENTIRE SLAB 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C 2 X 6 PT MUDSILL2 X 6 PT MUDSILL WATER PROOF BELOW GRADEWATER PROOF BELOW GRADE (IF BASEMENT ONLY)(IF BASEMENT ONLY) 1/2" CDX PLYWOOD SHEATHING1/2" CDX PLYWOOD SHEATHING (2) LAYERS OF GRADE "D" BUILDING(2) LAYERS OF GRADE "D" BUILDING PAPER WEATHER RESISTANT BARRIERPAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV) METAL LATHCORROSION RESISTANT (GALV) METAL LATH ADHERED LIGHTWEIGHT STONE VENEER,ADHERED LIGHTWEIGHT STONE VENEER, STYLE PER PLANSTYLE PER PLAN TYPE "N" MORTAR JOINT, MORTAR SEATING BEDTYPE "N" MORTAR JOINT, MORTAR SEATING BED 26 GA GALV CORROSION RESISTANT WEEP SCREENED26 GA GALV CORROSION RESISTANT WEEP SCREENED ATTIC ACCESS ATTIC ACCESS 3/4" = 1'3/4" = 1' MI N C L E A R MI N C L E A R BATT INSULATION BATT INSULATION PER PLANPER PLAN TRUSS PER PLANTRUSS PER PLAN RIGID INSULATIONRIGID INSULATION "J" METAL"J" METAL1/4" NEOPRENE1/4" NEOPRENE WEATHER STRIPPINGWEATHER STRIPPING 2 '-6 " TYPICAL BEAM TO FRAME TYPICAL BEAM TO FRAME 3/4" = 1'3/4" = 1' HEADERHEADER DOUBLE 2X STUDS, MIN FORDOUBLE 2X STUDS, MIN FOR 6' OPENING OR LARGER6' OPENING OR LARGER SIMPSON ST12 STRAP TIESIMPSON ST12 STRAP TIE OR DOUBLE TOP PLT OVEROR DOUBLE TOP PLT OVER SIMPSON ST18 STRAP TIESIMPSON ST18 STRAP TIE W/ (14) 16d OR DOUBLE TOP PLT OVERW/ (14) 16d OR DOUBLE TOP PLT OVER DOUBLE TOP PLTDOUBLE TOP PLT (2) 16d(2) 16d STEP FOOTING DETAIL STEP FOOTING DETAIL 3/4" = 1'3/4" = 1' 11 22 MAXMAX WALL FRAMINGWALL FRAMING RIM JOISTRIM JOIST PONY WALL FRAMINGPONY WALL FRAMING TO MATCH FRAMING ABOVETO MATCH FRAMING ABOVE GRADEGRADE SEE TYP WALL SECTIONSEE TYP WALL SECTION FOR FOUNDATION DESIGNFOR FOUNDATION DESIGN TYPICAL WINDOW SILL TYPICAL WINDOW SILL 3/4" = 1'3/4" = 1' WINDOW PER PLANWINDOW PER PLAN 1X TRIM1X TRIM TRIM PER ELEVATIONSTRIM PER ELEVATIONS "Z" FLASHING PER MANUF SPECS"Z" FLASHING PER MANUF SPECS BUILDING PAPER OVERBUILDING PAPER OVER FLASHING FLANGEFLASHING FLANGE 2X STUD WALL, BATT INSULATION2X STUD WALL, BATT INSULATION & SIDING PER PLAN& SIDING PER PLAN NOTE: TYPICAL (Z) FLASHINGNOTE: TYPICAL (Z) FLASHING * INSTALL SIDING MANUF PER SPECS* INSTALL SIDING MANUF PER SPECS *DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE*DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE * REPAIR OR REPLACE WINDOW IF FLANGE BREAKS* REPAIR OR REPLACE WINDOW IF FLANGE BREAKS * CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING* CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING * SLOPE ALL FLASHING AWAY FROM BUILDING* SLOPE ALL FLASHING AWAY FROM BUILDING MINMIN HOT WATER HEATER HOT WATER HEATER 3/4" = 1'3/4" = 1' MINMIN NOTE: INSULATE HOT WATER PIPE PER WSEC REQNOTE: INSULATE HOT WATER PIPE PER WSEC REQ 1/2" GWB BTW WH 1/2" GWB BTW WH & LEDGER& LEDGER 2X STUD WALL & BATT2X STUD WALL & BATT INSULATION PER PLANINSULATION PER PLAN 1/4" DIA X 5" LAG SCREW1/4" DIA X 5" LAG SCREW 2X4 LEDGER @ TOP & BTM2X4 LEDGER @ TOP & BTM 1/4" DIA X 3" LAG SCREW1/4" DIA X 3" LAG SCREW W/ FLAT WASHERW/ FLAT WASHER HOLD WH TIGHT TO GLBHOLD WH TIGHT TO GLB 26 GAUGE STRAP AROUND WH 26 GAUGE STRAP AROUND WH @ TOP & BTM, CONNECTED@ TOP & BTM, CONNECTED @ STUD OR BLOCKING@ STUD OR BLOCKING 4" DIA STEEL BOLLARD4" DIA STEEL BOLLARD (WHEN LOCATED IN GARAGE)(WHEN LOCATED IN GARAGE) PLATFORM TOP @ 18" MINPLATFORM TOP @ 18" MIN ABV FINISHED FLOORABV FINISHED FLOOR WHWH LOCATIONLOCATION PER PLANPER PLAN 4" 2" GARAGE EDGE @ SLAB ON GRADE GARAGE EDGE @ SLAB ON GRADE 3/4" = 1'3/4" = 1' PREFORMED EXPANSION JOINTPREFORMED EXPANSION JOINT CONC DRIVEWAYCONC DRIVEWAY 4" CONC GARAGE SLAB/MIN 4" 4" CONC GARAGE SLAB/MIN 4" COMPACTED GRANULAR FILL (SLOPE TO DRAIN)COMPACTED GRANULAR FILL (SLOPE TO DRAIN) CONT GARAGE FOOTINGCONT GARAGE FOOTING (2) #4 BARS(2) #4 BARS TYPICAL WINDOW HEADER TYPICAL WINDOW HEADER 3/4" = 1'3/4" = 1' 2X STUD WALL, BATT INSULATION2X STUD WALL, BATT INSULATION & SIDING PER PLAN& SIDING PER PLAN WINDOW HEADER PER PLANWINDOW HEADER PER PLAN 1X TRIM1X TRIM WINDOW PER PLANWINDOW PER PLAN 2" RIGID FOAM2" RIGID FOAM TRIM PER ELEVATIONTRIM PER ELEVATION BUILDING PAPER OVERBUILDING PAPER OVER FLASHING FLANGEFLASHING FLANGE "Z" FLASHING PER MANUF SPECS"Z" FLASHING PER MANUF SPECS FLOOR CONNECTION FLOOR CONNECTION 3/4" = 1'3/4" = 1' DOUBLE TOP PLTDOUBLE TOP PLT NAILING PER ENGINEERNAILING PER ENGINEER 2X RIM JOIST2X RIM JOIST 2X SOLE PLT2X SOLE PLT SIDING (SEE ELEVATIONS)SIDING (SEE ELEVATIONS) 15 # BUILDING PAPER (OR TYVEK) SHEATHING15 # BUILDING PAPER (OR TYVEK) SHEATHING PER ENGINEERING. 2X STUDS 16" O/CPER ENGINEERING. 2X STUDS 16" O/C 1/2" GWB1/2" GWB 3/4" T & G SUBFLOOR. JOISTS3/4" T & G SUBFLOOR. JOISTS PER FRAMING PLANPER FRAMING PLAN 5/8" GWB5/8" GWB 11/202011/2020 PARANADAPARANADA DOORS, WINDOWS & SKYLIGHTS:DOORS, WINDOWS & SKYLIGHTS: GENERALGENERAL THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLDTHE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLD TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4"TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4" STEPS TO A MIN 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE WSEC TABLE R402.1.1 UNO. ALL SKYLIGHTSSTEPS TO A MIN 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE WSEC TABLE R402.1.1 UNO. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNO. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN NET CLEARAND SKYWALLS SHALL HAVE LAMINATED GLASS UNO. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN NET CLEAR OPENING OF 5.7 SQ FT. MIN NET CLEAR OPERABLE WIDTH OF 20" AND A MIN NET CLEAR OPENING HEIGHT OF 24", MAX SILL HEIGHT OFOPENING OF 5.7 SQ FT. MIN NET CLEAR OPERABLE WIDTH OF 20" AND A MIN NET CLEAR OPENING HEIGHT OF 24", MAX SILL HEIGHT OF 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF 72" ABV44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF 72" ABV FINISHED GRADE OR SURFACE BELOW, TO BE A MIN OF 24" ABV ADJACENT FINISHED FLOOR. FINISHED GRADE OR SURFACE BELOW, TO BE A MIN OF 24" ABV ADJACENT FINISHED FLOOR. SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.4SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.4 R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BIFOLD DOORS.R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BIFOLD DOORS. R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60"R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60" ABV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSEDABV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OFPOSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN INSWING DOOR.AN INSWING DOOR. R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQ FT;1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQ FT; 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABV THE FLOOR;2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABV THE FLOOR; 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABV THE FLOOR; AND3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABV THE FLOOR; AND 4. 1 OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.4. 1 OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS,R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS, REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE.REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE. R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS,STEAMEDR308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS,STEAMED ROOMS,BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISROOMS,BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE.LESS THAN 60" MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE. R308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" (914MM) ABV THE PLANE OF THE ADJACENTR308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" (914MM) ABV THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS.WALKING SURFACE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. R308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABV THER308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABV THE LANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM OF THE TREAD NOSING. FOR EXCEPTIONSLANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM OF THE TREAD NOSING. FOR EXCEPTIONS SEE IRC SECTION R308.4SEE IRC SECTION R308.4 MISCELLANEOUS:MISCELLANEOUS: 42.42.UNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS, R-38 BATT INSULATIONUNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS, R-38 BATT INSULATION IN ALL FLOORS, R-49 BATT INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS. USE R-19 IN BASEMENTIN ALL FLOORS, R-49 BATT INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS. USE R-19 IN BASEMENT WALLS, R-10 SLAB PERIMETER 24" DEPTH, CRAWLSPACE WALLS AT R-17 IF REQUIRED. INSULATE ALLWALLS, R-10 SLAB PERIMETER 24" DEPTH, CRAWLSPACE WALLS AT R-17 IF REQUIRED. INSULATE ALL SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS.SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS. 43.43.1.5"-2" RIGID INSULATION AT MASONRY FOUNDATION WALLS.1.5"-2" RIGID INSULATION AT MASONRY FOUNDATION WALLS. 44.44.INSULATE DOUBLE GLAZED GLASS AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALLINSULATE DOUBLE GLAZED GLASS AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALL SIDING GLASS DOORS AND WINDOWS LESS THAN 18" ABOVE FLOOR. (CHECK ALL LOCAL CODESSIDING GLASS DOORS AND WINDOWS LESS THAN 18" ABOVE FLOOR. (CHECK ALL LOCAL CODES FOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS). VERIFY ALLFOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS). VERIFY ALL ROUGH OPENING SIZES WITH WINDOW MANUFACTURER.ROUGH OPENING SIZES WITH WINDOW MANUFACTURER. 45.45.ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS.ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS. 46.46.PROVIDE CAULKING AT SASHES, SLIDING GLASS DOORS, ENTRY DOORS AND BOTTOM PLATES.PROVIDE CAULKING AT SASHES, SLIDING GLASS DOORS, ENTRY DOORS AND BOTTOM PLATES. 47.47.CONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUTCONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUT HOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK. GENEROUSLY CAULKHOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK. GENEROUSLY CAULK ALL OPENINGS AND CRACKS.ALL OPENINGS AND CRACKS. 48.48.MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS.MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. 49.49.DOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING, TIGHT-FITTING, SOLID WOODDOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING, TIGHT-FITTING, SOLID WOOD OR METAL DOOR 1-3/8" OR MORE IN THICKNESS.OR METAL DOOR 1-3/8" OR MORE IN THICKNESS. 50.50.KITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METALKITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METAL DUCTS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. CLOTHES DRYERS SHALL BEDUCTS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. CLOTHES DRYERS SHALL BE EXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUELEXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES.BURNING APPLIANCES. 51.51.HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARKHEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS ANDOR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL.BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. 52.52.EVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRCEVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRC STANDARD, DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATEDSTANDARD, DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHEN SLEEPINGIN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHEN SLEEPING ROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILINGROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVEDDIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVED MANUFACTURERS INSTALLATION. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE MANUFACTURERS INSTALLATION. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE DWELLING UNIT.DWELLING UNIT. 53.53.ALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLEDALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECS.TO LISTED SPECS. 54.54.APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE SOAPPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE SO LISTED. VERIFY CLEARANCES WITH MANUFACTURERS SPECS.LISTED. VERIFY CLEARANCES WITH MANUFACTURERS SPECS. 55.55.FIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USEFIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USE MINIMUM #26 GALV. STEEL DUCTS.MINIMUM #26 GALV. STEEL DUCTS. 56.56.EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BEEVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS.INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS. 57.57.FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING.FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING. 58.58.USABLE SPACE UNDER STAIRS TO BE SURFACED WITH 5/8" TYPE "X" GWB, TAPE AND FINISH WALLBOARD.USABLE SPACE UNDER STAIRS TO BE SURFACED WITH 5/8" TYPE "X" GWB, TAPE AND FINISH WALLBOARD. 59.59.FIRE BLOCK STAIRS: BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS.FIRE BLOCK STAIRS: BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS. 60.60.STAIRWAYS: MAXIMUM RISE 7.75" MINIMUM RUN 10", MINIMUM HEADROOM 6'-8", MINIMUM WIDTH 36"STAIRWAYS: MAXIMUM RISE 7.75" MINIMUM RUN 10", MINIMUM HEADROOM 6'-8", MINIMUM WIDTH 36" HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34" AND 38" MAXIMUM ABOVE TRADE NOSING.HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34" AND 38" MAXIMUM ABOVE TRADE NOSING. UNLESS DESIGNATED FOR THE DISABLED. THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESSUNLESS DESIGNATED FOR THE DISABLED. THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE ANDTHAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AND EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTHEQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE NOTSURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE NOT LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL.LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. 61.61.RAFTER TIES: MAXIMUM OF 4' O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL.RAFTER TIES: MAXIMUM OF 4' O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL. FASTEN AS REQUIRED.FASTEN AS REQUIRED. 62.62.PLYWOOD EXPOSED TO WEATHER SHALL BE MINIMUM CC EXTERIOR.PLYWOOD EXPOSED TO WEATHER SHALL BE MINIMUM CC EXTERIOR. 63.63.ATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA OFATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA OF SPACE VENTILATED. EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIREDSPACE VENTILATED. EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BEVENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE EAVE OR CORNICE VENT.VENTILATED AT LEAST 3' ABOVE EAVE OR CORNICE VENT. 64.64.RAFTER SPACES ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALLRAFTER SPACES ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALL BE SIZED TO ALLOW A MINIMUM 1" CLEAR VENTED AIR SPACE ABOVE THE INSULATION.BE SIZED TO ALLOW A MINIMUM 1" CLEAR VENTED AIR SPACE ABOVE THE INSULATION. 65.65.ATTIC ACCESS MINIMUM OPENING 22"X30". MINIMUM 30" CLEAR HEADROOM SHALL BE PROVIDED ABOVEATTIC ACCESS MINIMUM OPENING 22"X30". MINIMUM 30" CLEAR HEADROOM SHALL BE PROVIDED ABOVE THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30" NEED NOT THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30" NEED NOT BE PROVIDED WITH ACCESS OPENING.BE PROVIDED WITH ACCESS OPENING. 66. VAPOR BARRIER: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT66. VAPOR BARRIER: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6-INCHES (152MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASELESS THAN 6-INCHES (152MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUB GRADE WHERE NO BASE COURSE EXISTS.COURSE OR THE PREPARED SUB GRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: FROM DETACHED GARAGES, UTILITY BUILDINGSEXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: FROM DETACHED GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES.AND OTHER UNHEATED ACCESSORY STRUCTURES. 67. ALARM REQUIREMENTS: SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING67. ALARM REQUIREMENTS: SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURER'SWITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLINGIMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS.UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. GLUED LAMINATED WOOD MEMBERSGLUED LAMINATED WOOD MEMBERS :: 19.19.GLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI STANDARD A-190.1 AMERICANGLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI STANDARD A-190.1 AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-FNATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-F V4 (FB=2400PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALLV4 (FB=2400PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED. SEALER SHALL BE APPLIED TO ENDS OF ALLBE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED. SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AT/CMEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AT/C STAMP AND CERTIFICATION IS REQUIRED.STAMP AND CERTIFICATION IS REQUIRED. 20.20.DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS.DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS. 21.21.BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS. CROSS BRIDGE AT 8' O/C MAXIMUM.BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS. CROSS BRIDGE AT 8' O/C MAXIMUM. 22.22.FLOOR CONSTRUCTION: PLYWOOD SUB FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURALFLOOR CONSTRUCTION: PLYWOOD SUB FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURAL EXTERIOR GLUE, PLYWOOD THICKNESS WILL REFLECT IN PLANS. GLUE/NAIL PLYWOOD SUB FLOOR TOEXTERIOR GLUE, PLYWOOD THICKNESS WILL REFLECT IN PLANS. GLUE/NAIL PLYWOOD SUB FLOOR TO SUPPORT MEMBERS WITH 8D AT 12"O/C AT INTERIOR BEARING POINTS. UNLESS STARTED OTHERWISE USESUPPORT MEMBERS WITH 8D AT 12"O/C AT INTERIOR BEARING POINTS. UNLESS STARTED OTHERWISE USE TYPICAL SPECS FOR ROOF SHEATHING.TYPICAL SPECS FOR ROOF SHEATHING. 23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL).OPENINGS (BOTH VERTICAL AND HORIZONTAL). 24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 14". OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4' INWITH A MINIMUM LENGTH OF 14". OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4' IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONALHEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY.STORY. 25.25.ALL EXTERIOR WALLS AND MAIN CROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLYALL EXTERIOR WALLS AND MAIN CROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED.BRACED. TRUSSESTRUSSES:: 26.26.STRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEERSTRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEER (DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION)(DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION) PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVALAPPROVAL C) GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL.C) GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL. DESIGN CRITERIA:DESIGN CRITERIA: TOP CHORD LL 25PSFTOP CHORD LL 25PSF TOP CHORD DL 10PSFTOP CHORD DL 10PSF BOTTOM CHORD DL 5PSF BOTTOM CHORD DL 5PSF TOTAL 40PSF (45 FOR TILE OR SLATE)TOTAL 40PSF (45 FOR TILE OR SLATE) USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY). TRUSS USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY). TRUSS COMPANY SHALL FURNISH DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TOCOMPANY SHALL FURNISH DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. 27.27.ALL WOOD EXPOSED TO WEATHER SUCH AS WOOD FOR DECK FRAMING,DECKING, STAIRS RAILINGS,ALL WOOD EXPOSED TO WEATHER SUCH AS WOOD FOR DECK FRAMING,DECKING, STAIRS RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR.(IRC)JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR.(IRC) 28. WHEN DECKS, PORCHES, ETC, ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN28. WHEN DECKS, PORCHES, ETC, ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN 36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART.36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART. 29.29.ALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITHALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITH APPROVED PRESERVATIVE.APPROVED PRESERVATIVE. FLOOR AND ROOF FRAMING:FLOOR AND ROOF FRAMING: 30.30.USE 3/4" APA RATED (40/20) SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH 8DUSE 3/4" APA RATED (40/20) SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH 8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATENAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE FRAMING.FRAMING. USE 1/2" APA RATED (24/0) SHEATHING ON ROOF NAILED TO TRUSSES OR RAFTERS WITHUSE 1/2" APA RATED (24/0) SHEATHING ON ROOF NAILED TO TRUSSES OR RAFTERS WITH 8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE FRAMING.FRAMING. SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS WITH STAGGEREDSHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS WITH STAGGERED PANEL EDGES. FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED.PANEL EDGES. FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED. 31.31.WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2" AIRSPACE ON TOP, SIDESWOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2" AIRSPACE ON TOP, SIDES AND ENDS.AND ENDS. 32.32.WOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLEWOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN. ALL JOISTS SHALL HAVE A MINIMUM OF 2"VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN. ALL JOISTS SHALL HAVE A MINIMUM OF 2" BEARING AT SUPPORTS. LAPPING JOISTS TO HAVE 6" LAPS CENTERED OVER INTERIOR SUPPORTS.BEARING AT SUPPORTS. LAPPING JOISTS TO HAVE 6" LAPS CENTERED OVER INTERIOR SUPPORTS. 33.33.MINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATESTMINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE.EDITION OF THE INTERNATIONAL BUILDING CODE. 34.34.BOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILSBOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 6" O/C STAGGERED UNLESS OTHERWISE NOTED ON PLANS.AT 6" O/C STAGGERED UNLESS OTHERWISE NOTED ON PLANS. 35.35.ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC.ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC. 36.36.GLU-LAM BEAMS MUST BE SIZED, DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS.GLU-LAM BEAMS MUST BE SIZED, DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS. GENERAL FINISH NOTES:GENERAL FINISH NOTES: 37. TUB AND SHOWER ENCLOSURES TO HAVE WATERPROOF GWB MINIMUM OF 68" HIGH.37. TUB AND SHOWER ENCLOSURES TO HAVE WATERPROOF GWB MINIMUM OF 68" HIGH. 38.38.FOR ALL BATH AND TOILET AREAS: USE WATER RESISTANT GWB (OR EQUAL) FOR WALLS ANDFOR ALL BATH AND TOILET AREAS: USE WATER RESISTANT GWB (OR EQUAL) FOR WALLS AND CEILING. USE PLYWOOD UNDERLAYMENT FLOOR WITH EXTERIOR GLUE.CEILING. USE PLYWOOD UNDERLAYMENT FLOOR WITH EXTERIOR GLUE. 39.39.ALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB (OR EQUAL). INSTALL WITHALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB (OR EQUAL). INSTALL WITH METAL REINFORCING AND NAIL TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 6DMETAL REINFORCING AND NAIL TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 6D COOLER NAILS. COMPLY TO LATEST EDITION OF THE IBC. TAPE AND TEXTURE TO SPECS.COOLER NAILS. COMPLY TO LATEST EDITION OF THE IBC. TAPE AND TEXTURE TO SPECS. 40.40.USE 5/8" TYPE "X" (FIRE RATED) GWB ON GARAGE WALLS, CEILINGS, EXPOSED BEAMS AND POSTS.USE 5/8" TYPE "X" (FIRE RATED) GWB ON GARAGE WALLS, CEILINGS, EXPOSED BEAMS AND POSTS. 41.41.INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER.INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER. GENERAL REQUIREMENTS: BUILDING ENVELOPEGENERAL REQUIREMENTS: BUILDING ENVELOPE INSULATION REQUIREMENT:INSULATION REQUIREMENT: ROOF / CEILING INSULATION:ROOF / CEILING INSULATION: USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS.USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS. MAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONSMAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONS INSTALL EAVE VENT BAFFLES PER ROOF DETAILS.INSTALL EAVE VENT BAFFLES PER ROOF DETAILS. WALL INSULATION:WALL INSULATION: USE R-21 FACED BATT INSULATION ON ABOVE GRADE WALLS.USE R-21 FACED BATT INSULATION ON ABOVE GRADE WALLS. FACED BATT INSULATION TO BE FACE STAPLED ONLY.FACED BATT INSULATION TO BE FACE STAPLED ONLY. ABOVE GRADE EXTERIOR INSULATION TO BE PROTECTED.ABOVE GRADE EXTERIOR INSULATION TO BE PROTECTED. FLOOR INSULATION:FLOOR INSULATION: USE R-30 BATT INSULATION ON ALL CRAWL SPACE FLOOR AREAS.USE R-30 BATT INSULATION ON ALL CRAWL SPACE FLOOR AREAS. USE INSULATION SUPPORTS SPACED NOT MORE THAN 24" ON CENTER.USE INSULATION SUPPORTS SPACED NOT MORE THAN 24" ON CENTER. INSTALLED INSULATION SHALL NOT BLOCK AIR FLOW THROUGH THE INSTALLED INSULATION SHALL NOT BLOCK AIR FLOW THROUGH THE FOUNDATION VENTS.FOUNDATION VENTS. MOISTURE CONTROL REQUIREMENTS:MOISTURE CONTROL REQUIREMENTS: VAPOR RETARDANTS TO BE INSTALLED ON THE WARM SIDE OF INSULATION.VAPOR RETARDANTS TO BE INSTALLED ON THE WARM SIDE OF INSULATION. ROOF / CEILING ASSEMBLIES:ROOF / CEILING ASSEMBLIES: USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS.USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS. MAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONSMAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONS INSTALL EAVE VENT BAFFLES PER ROOF DETAILS.INSTALL EAVE VENT BAFFLES PER ROOF DETAILS. WALL VAPOR RETARDANT:WALL VAPOR RETARDANT: FACED BATT INSULATION TO BE USED AS VAPOR RETARDANT.FACED BATT INSULATION TO BE USED AS VAPOR RETARDANT. FACED BATTS TO BE FACE STAPLED ONLY.FACED BATTS TO BE FACE STAPLED ONLY. FLOOR VAPOR RETARDANT:FLOOR VAPOR RETARDANT: 3/4" T & G PLYWOOD FLOORING TO BE USED AS VAPOR RETARDANT.3/4" T & G PLYWOOD FLOORING TO BE USED AS VAPOR RETARDANT. CRAWLSPACE VAPOR RETARDANT:CRAWLSPACE VAPOR RETARDANT: INSTALL GROUND COVER OF SIX MIL ( 0.006 INCH THICK) BLACK POLYETHYLENE ORINSTALL GROUND COVER OF SIX MIL ( 0.006 INCH THICK) BLACK POLYETHYLENE OR EQUAL OVER THE GROUND WITHIN CRAWLSPACE.EQUAL OVER THE GROUND WITHIN CRAWLSPACE. THE GROUND COVER TO BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTSTHE GROUND COVER TO BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL.AND SHALL EXTEND TO THE FOUNDATION WALL. GENERAL NOTES:GENERAL NOTES: ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (2015). ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (2015). DO NOT SCALE THE DRAWINGS. USE THE DIMENSIONS. DO NOT SCALE THE DRAWINGS. USE THE DIMENSIONS. VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. VERIFY ALL CABINET LAYOUTS, CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER. VERIFY VERIFY ALL CABINET LAYOUTS, CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER. VERIFY INSTALLATION INSTRUCTIONS BEFORE ORDERING.INSTALLATION INSTRUCTIONS BEFORE ORDERING. DESIGN LOAD CRITERIA DESIGN LOAD CRITERIA NOTE: VERIFY LOADS FOR YOUR AREANOTE: VERIFY LOADS FOR YOUR AREA ATTICS WITH STORAGE LLATTICS WITH STORAGE LL 20PSF20PSF ATTICS WITHOUT STORAGE LL ATTICS WITHOUT STORAGE LL 10PSF10PSF DECKS LLDECKS LL 60PSF60PSF EXTERIOR BALCONIES LLEXTERIOR BALCONIES LL 60PSF60PSF FIRE ESCAPES LL FIRE ESCAPES LL 40PSF40PSF GUARDRAILS AND HANDRAILS LL GUARDRAILS AND HANDRAILS LL 200PSF200PSF GUARDRAILS FILL IN COMPONENTS LL GUARDRAILS FILL IN COMPONENTS LL 50PSF50PSF PASSENGER VEHICLE GARAGES LL PASSENGER VEHICLE GARAGES LL 50PSF50PSF ROOMS OTHER THAN SLEEPING ROOMS LL ROOMS OTHER THAN SLEEPING ROOMS LL 40PSF40PSF SLEEPING ROOMS LL SLEEPING ROOMS LL 30PSF30PSF STAIRS LL STAIRS LL 40PSF40PSF WIND LOADWIND LOAD EXPOSURE B EXPOSURE B SEISMIC DESIGN CATEGORY D SEISMIC DESIGN CATEGORY D ALLOWABLE SOIL PRESSURE 1500 PSF ALLOWABLE SOIL PRESSURE 1500 PSF *OR AS DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS *OR AS DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS FOUNDATIONFOUNDATION 6.6.THE SELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALLTHE SELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION (2015).CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION (2015). MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUMMATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4" WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATERSLUMP OF 4" WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM FC-3000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETEUSE MINIMUM FC-3000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAINAND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. MAXIMUM SIZE OF AGGREGATE IS .5". ALL CONCRETE SHALL BE POUREDAN AIR ENTRAINING AGENT. MAXIMUM SIZE OF AGGREGATE IS .5". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDINGCONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDING INSPECTOR VERIFICATION. INSPECTOR VERIFICATION. 7.7.STANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN. VERIFY FROST DEPTH WITH LOCAL BUILDINGSTANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN. VERIFY FROST DEPTH WITH LOCAL BUILDING CODES FOR YOUR AREA.CODES FOR YOUR AREA. REINFORCING STEELREINFORCING STEEL 8.8.ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCEALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 18" MINIMUM UNLESSWITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 18" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS ANDOTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS ON FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED ANDINTERSECTIONS ON FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY IMPROVED CHAIRS, SPACERS OR TIES SECURED IN PLACE DURING GROUT ORADEQUATELY SUPPORTED BY IMPROVED CHAIRS, SPACERS OR TIES SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL:MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE: USE: PROTECTION:PROTECTION: SLAB AND WALL BARS SLAB AND WALL BARS 1.5"1.5" INTERIOR FACES INTERIOR FACES 1.5" (#5 AND SMALLER)1.5" (#5 AND SMALLER) EXPOSED TO WEATHER OR EARTH EXPOSED TO WEATHER OR EARTH 2" (#5 OR LARGER)2" (#5 OR LARGER) FOOTING BARS FOOTING BARS 3" 3" 9.9.VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE.VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE. 10.10.PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1500PSF BEARING CAPACITY (ASSUMED). BOTTOMPLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1500PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW THE FINISHED GRADE. BACKFILL WALLS WITH AOF EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW THE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. 11.11.FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE.FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE. 12.12.FOUNDATIONS FOR BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12" IN 10' SHALL BEFOUNDATIONS FOR BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12" IN 10' SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVELSTEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVEL 13.13.PIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALLPIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALL HAVE A MINIMUM OF 8" EDGE THICKNESS.HAVE A MINIMUM OF 8" EDGE THICKNESS. 14.14.PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED EARTH.PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED EARTH. 15.15.WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND INWHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND IN BASEMENTS, PROVIDE A 1" PLINTH ABOVE CONCRETE.BASEMENTS, PROVIDE A 1" PLINTH ABOVE CONCRETE. 16.16.PROVIDE 18" MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12" UNDER WOOD GIRDERS.PROVIDE 18" MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12" UNDER WOOD GIRDERS. 17.17.CRAWLSPACE VENTILATION: MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OFCRAWLSPACE VENTILATION: MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDEUNDER FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDE CROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITHCROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4" IN DIMENSION.MESH OPENINGS OF 1/4" IN DIMENSION. FRAMING:FRAMING: 18.18.DESIGN CRITERIA FOR LUMBERDESIGN CRITERIA FOR LUMBER TIMBER: TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. BEAMS MDF#2 OR BETTER BEAMS MDF#2 OR BETTER POSTS DF#2 OR BETTER POSTS DF#2 OR BETTER 2x FRAMING HF#2 OR BETTER 2x FRAMING HF#2 OR BETTER 2x TIMBER SHALL BE KILN DRIED. LL GRADES SHALL CONFORM TO ''WWPA GRADING RULES FOR WESTERN 2x TIMBER SHALL BE KILN DRIED. LL GRADES SHALL CONFORM TO ''WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITIONS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.LUMBER", LATEST EDITIONS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPEDOR COMMON NAILS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL MINIMUM NAILING SHALL BE PER IBC TABLEZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304..9.1 UNO. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE2304..9.1 UNO. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE "SIMPSON" . ALL HANGERS FASTENEDPROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE "SIMPSON" . ALL HANGERS FASTENED TO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILEDTO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILED 68.68.FIRESTOPPING:FIRESTOPPING: FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICALFIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORITONAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORYAND HORITONAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THEAND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS.FOLLOWING LOCATIONS. 1.1.IN CONCEALED SPACED OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TOIN CONCEALED SPACED OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOW LEVEL.EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOW LEVEL. 2.2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH ASAT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3.3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ANDIN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS.WALL CAVITIES IN LINE WITH STRINGERS. 4.4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOORAT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL. LEVEL. 11/202011/2020 GENERAL NOTESGENERAL NOTES PARANADAPARANADA W H COSD COSD 6 : 12 6 : 12 6 : 12 6 : 1 2 8 : 12 8 : 12 6 : 1 2 8 : 12 8 : 12 8 : 12 VENTILATION SCHEDULEVENTILATION SCHEDULE 2015 IRC TABLE M1507 2015 IRC TABLE M1507 MINIMUM REQUIRED LOCAL EXHAUST RATES FORMINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGSONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTEDAREA TO BE EXHAUSTED EXHAUST RATEEXHAUST RATE KITCHENS KITCHENS MIN 100 CFM @ 0.25" WG (IRC TABLE 1507.7)MIN 100 CFM @ 0.25" WG (IRC TABLE 1507.7) (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED(RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED @ MIN 100 CFM @ 0.10" WG MAY BE USED TO EXHAUST FAN REQ)@ MIN 100 CFM @ 0.10" WG MAY BE USED TO EXHAUST FAN REQ) BATH, POWDER,BATH, POWDER,MIN 50 CFM @ 0.25" WG (IRC TABLE M1507.4)MIN 50 CFM @ 0.25" WG (IRC TABLE M1507.4) LAUNDRY ROOMSLAUNDRY ROOMS WHOLE HOUSE FANWHOLE HOUSE FAN SIZED PER "INTERMITTENT VENTILATION FLOW RATE" BELOW.SIZED PER "INTERMITTENT VENTILATION FLOW RATE" BELOW. *WHOLE HOUSE FANS LOCATED 4' OR LESS FROM INTERIOR GRILL*WHOLE HOUSE FANS LOCATED 4' OR LESS FROM INTERIOR GRILL TO HAVE A SONE RATING OF 1.0 OR LESS MEASURED @ 0.1" WGTO HAVE A SONE RATING OF 1.0 OR LESS MEASURED @ 0.1" WG ALL FANS TO VENT OUTSIDE. ALL OTHER REQUIREMENTS OF THE 2015 WSEC & THE 2015 IRCALL FANS TO VENT OUTSIDE. ALL OTHER REQUIREMENTS OF THE 2015 WSEC & THE 2015 IRC SECTION M1507 MUST BE MENTSECTION M1507 MUST BE MENT TO BE INSTALLED 2015 IRC SECTIONTO BE INSTALLED 2015 IRC SECTION TABLE M1507.3.1 THROUGH M1507.3.7TABLE M1507.3.1 THROUGH M1507.3.7 CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTSSYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNITDWELLING UNIT NUMBER OF BEDROOMSNUMBER OF BEDROOMS FLOOR AREAFLOOR AREA 0-10-1 2-32-3 4-54-5 6-76-7 77 (SQUARE FEET)(SQUARE FEET)AIRFLOW IN CFMAIRFLOW IN CFM - 1500- 1500 3030 4545 6060 7575 9090 1,501 - 3,0001,501 - 3,000 4545 6060 7575 9090 105105 3,001 - 4,5003,001 - 4,500 6060 7575 9090 105105 120120 4,501 - 6,0004,501 - 6,000 7575 9090 105105 120120 135135 6,001 - 7,5006,001 - 7,500 9090 105105 120120 135135 150150 7,500 +7,500 +105105 120120 135135 150150 165165 IRC TABLE M1507.3.3 (2)IRC TABLE M1507.3.3 (2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS ABAB RUN TIME % IN EACHRUN TIME % IN EACH 25%25%33%33%50%50%66%66%75%75%100%100% 4-HR SEGMENT4-HR SEGMENT FACTORFACTOR 44 33 22 1.51.5 1.31.3 1.01.0 A.A.FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTEDFOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED B.B. TO BE DETERMINED BY INTERPOLATION. TO BE DETERMINED BY INTERPOLATION. C.C.EXTRA POLATION BEYOND THE TABLE IS PROHIBITEDEXTRA POLATION BEYOND THE TABLE IS PROHIBITED SDSD COCO SMOKE ALARMS:SMOKE ALARMS: * 110 V INTERCONNECTED W/ BATTERY BACKUP.* 110 V INTERCONNECTED W/ BATTERY BACKUP. * INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA,* INSTALLED ON EACH FLOOR, IN EACH SLEEPING AREA, AND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALLEDAND OUTSIDE EACH SEPARATE SLEEPING AREA. INSTALLED NOT LESS THAN 3' FROM THE DOOR OF A BATH WHICHNOT LESS THAN 3' FROM THE DOOR OF A BATH WHICH CONTAINS A TUB OR SHOWER UNLESS THIS PREVENTSCONTAINS A TUB OR SHOWER UNLESS THIS PREVENTS PLACEMENT IN A REQUIRED LOCATION.PLACEMENT IN A REQUIRED LOCATION. * LISTED IN ACCORDANCE WITH UL 217 AND TO COMPLY WITH NFPA72* LISTED IN ACCORDANCE WITH UL 217 AND TO COMPLY WITH NFPA72 COMBINATION SMOKE & CARBON MONOXIDE ALARMS:COMBINATION SMOKE & CARBON MONOXIDE ALARMS: * INSTALLED ON EACH FLOOR, OUTSIDE OF EACH SEPARATE* INSTALLED ON EACH FLOOR, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND IN A BEDROOM THAT CONTAINS A GAS FIREPLACE IN THE BEDROOMAND IN A BEDROOM THAT CONTAINS A GAS FIREPLACE IN THE BEDROOM OR THE ADJACENT BATHROOM.OR THE ADJACENT BATHROOM. * SMOKE ALARM REQUIREMENTS PER ABV* SMOKE ALARM REQUIREMENTS PER ABV * COMBINATION SMOKE & CARBON MONOXIDE ALARMS LISTED IN* COMBINATION SMOKE & CARBON MONOXIDE ALARMS LISTED IN ACCORDANCE WITH UL 217 & UL 2034.ACCORDANCE WITH UL 217 & UL 2034. ENERGY CODEENERGY CODE EFFICIENT BUILDING ENVELOPE: 1a(0.5 credits)EFFICIENT BUILDING ENVELOPE: 1a(0.5 credits) PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS:PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28VERTICAL FENESTRATION U = 0.28 FLOOR R-38FLOOR R-38 SLAB ON GRADE R-10 PERIMETER & UNDER ENTIRE SLABSLAB ON GRADE R-10 PERIMETER & UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER & UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTIONBELOW GRADE SLAB R-10 PERIMETER & UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5%.R402.1.4: REDUCE THE TOTAL UA BY 5%. HIGH EFFICIENCY HVAC EQUIPMENT 3b:HIGH EFFICIENCY HVAC EQUIPMENT 3b: (1.0 CREDITS) (1.0 CREDITS) AIR - SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0 BEING SELECTED AND SHALL SPECIFY THEAIR - SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0 BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCYHEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY EFFICIENT 5a:EFFICIENT 5a: (0.5 CREDIT) (0.5 CREDIT) ALL SHOWER - HEAD & KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED @ 1.75 GPM OR LESS.ALL SHOWER - HEAD & KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED @ 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. BEING SELECTED AND SHALL SPECIFYALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCYTHE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY EFFICIENT WATER HEATING 5c:EFFICIENT WATER HEATING 5c: (1.5 CREDITS)(1.5 CREDITS) WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS,PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91GAS,PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91 OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER.OR SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINUMUM SAVINGS OF 85 THERMS OR 2000 kWh BASEDSOLAR WATER HEATING WILL PROVIDE A RATED MINUMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OG-300 CERTIFIEDON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OG-300 CERTIFIED SOLAR WATER HEATING SYSTEM. OR ELECTRIC HEAT PUMP WATER HEATER WITH A MIN EF OF 2.0 AND MEETINGSOLAR WATER HEATING SYSTEM. OR ELECTRIC HEAT PUMP WATER HEATER WITH A MIN EF OF 2.0 AND MEETING THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS.THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS. TO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEINGTO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EFFICIENCY AND,SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS.FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. 4X44X4 CONCCONC PADPAD SD SD SD SD 16'-6"1'-10" 5'-8" 3'-0" 3'-9" 6 '-8 " 4 '-1 " 9 '-6 " 8 '-2 " 7'-6" 9 '-2 " 4 '-6 " 2 '-0 " 9 '-6 " 2 4 '-0 " 7 '-1 0 " 4 '-6 " 11'-6" 2 '-0 " 8 '-6 " 3'-6"10'-2" 4 '-6 " 4 '-8 " 7 '-8 " 2 '-4 " 3 '-6 " 10'-2"4'-4"3'-8"4'-0"4'-0"5'-8"4'-0"8'-2"5'-9" 3'-6"7'-8"4'-4" 1 '-0 " 1 '-0 " 1 9 '-0 " 5 '-0 " 5 '-4 " 1 8 '-6 " 2 '-6 " 8 '-0 " 2 '-0 " 7 8 '-0 " 3 '-1 0 " 2 '-8 " 9 '-2 " 5 '-0 " 7 '-0 " 2'-3" 6'-0"8'-0" 2'-3"7'-6" 23'-0"10'-9"12'-0"13'-9" 59'-6" 2 '-6 " 5 '-1 0 " 1 1 '-4 " 2 '-4 " 8 '-8 " 2 '-4 " 1 1 '-6 " 6 '-0 " 2 '-0 " 2 '-0 " 7'-1" 6'-6" 13'-6" 9'-0" 17'-6"7'-6"8'-0" 12'-6"18'-0"15'-6" 3'-6" 3 '-6 " 59'-6" 7 8 '-0 " 12" BUILT UP COL12" BUILT UP COL (FURNACE ABV)(FURNACE ABV) A/AA/A MIRCOMIRCO 5' TUB5' TUB GARAGEGARAGE M CLOSETM CLOSET M BATHM BATH M BEDROOMM BEDROOM 5X65X6 SHWRSHWR MUDBEDMUDBED DWDW BEDROOM 2BEDROOM 2 DD WW UTILITYUTILITY CLCL (2) 2660 SH(2) 2660 SH 5050 XO5050 XO TEMPTEMP 2660 SH2660 SH PORCHPORCH 2650 SH2650 SH CLCL 2650 SH2650 SH 8080 SGD8080 SGD 12' X 8' SGD12' X 8' SGD 6060 XO6060 XO 5050 XO5050 XO DININGDINING 5'5' T/ST/S BEDROOM 1BEDROOM 1 LINLIN BATHBATH 2040 SH2040 SH CLCL 6068 BP6068 BP 5050 XO5050 XO 36" R36" R 4X9 ISLAND4X9 ISLAND BB AA RR DENDEN CLCL PORCHPORCH VAULTEDVAULTED GREAT ROOM GREAT ROOMGASGAS FPFP VOSVOS BUILT INBUILT IN VAULTEDVAULTED KITCHENKITCHEN 1/2 BATH1/2 BATH 9' CLG9' CLG PATIOPATIO 9' CLG9' CLG 9' CLG9' CLG 16' X 8' OH GD16' X 8' OH GD 10' HOT TUB10' HOT TUB FLOOR PLAN FLOOR PLAN 2561 SQ FT LIVING2561 SQ FT LIVING 1/4" = 1' 1/4" = 1' 552 SQ FT GARAGE552 SQ FT GARAGE 298 SQ FT COVERED AREA298 SQ FT COVERED AREA 193 SQ FT PATIO193 SQ FT PATIO GG VAULTEDVAULTED ENTRYENTRY SS RANGE HOODSS RANGE HOOD CLCL CLCL 48" PANTRY48" PANTRY DBLDBL OVOV VAULTEDVAULTED 9' CLG9' CLG 30803080 30683068 SCSC 30683068 26682668 26682668 PDPD 28682868 26682668 BUILT INBUILT IN 2468246824682468 24682468 24682468 28682868 26682668 28682868 28682868 5'-4" DOOR/WINDOW5'-4" DOOR/WINDOW UNITUNIT 28682868 26682668 6068 BP6068 BP FANFAN VOSVOS HT LTHT LT FANFAN VOSVOS 100 CFM FAN VOS100 CFM FAN VOS WHOLE HOUSE FANWHOLE HOUSE FAN W/ AUTO TIMERW/ AUTO TIMER & MANUAL OVERIDE& MANUAL OVERIDE FANFAN VOSVOS FANFAN VOSVOS FANFAN VOSVOS TOTAL WINDOW AREA 351 SFTOTAL WINDOW AREA 351 SF TOTAL LIVINGTOTAL LIVING 2561 SF2561 SF GLAZING %GLAZING %14%14% A/6A/6 A/6A/6 RR FLUSHFLUSH 12" CONC STEP12" CONC STEP 12" BUILT UP COL12" BUILT UP COL 108"108" NOTE:NOTE: ALL EXTERIOR WINDOWS AND DOORS HUNGALL EXTERIOR WINDOWS AND DOORS HUNG AT 8' HIGH THIS FLOOR (UNO)AT 8' HIGH THIS FLOOR (UNO) NOTE:NOTE: 5/8" TYPE "X" GWB ON5/8" TYPE "X" GWB ON WARM WALLS, CEILINGWARM WALLS, CEILING AND POSTSAND POSTS PROVIDE 1 3/8" SOLID CORE DOORPROVIDE 1 3/8" SOLID CORE DOOR OR 20 MIN FIRE DOOR W/ RATEDOR 20 MIN FIRE DOOR W/ RATED METAL FRAME WITH SELF-CLOSERMETAL FRAME WITH SELF-CLOSER SAFETY/TEMPERED GLASSSAFETY/TEMPERED GLASS REQUIRED PER 2015 IRC SECTION R308.4 REQUIRED PER 2015 IRC SECTION R308.4 FACTORY BUILT FIREPLACE TO BE LISTED,FACTORY BUILT FIREPLACE TO BE LISTED, LABELED AND INSTALLED WITH THE CONDITIONLABELED AND INSTALLED WITH THE CONDITION OF THE LISTING. FACTORY BUILT FIREPLACE MUSTOF THE LISTING. FACTORY BUILT FIREPLACE MUST BE TESTED IN ACCORDANCE WITH UL127 & COMPLY BE TESTED IN ACCORDANCE WITH UL127 & COMPLY W/ THE PROVISIONS OF IRC R100.6.2W/ THE PROVISIONS OF IRC R100.6.2 EMERGENCY ESCAPE WINDOWS AND RESCUE OPENINGS:EMERGENCY ESCAPE WINDOWS AND RESCUE OPENINGS: MINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SFMINIMUM OPENING AREA SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SF NET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BENET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES.LESS THAN 20 INCHES. GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THANGRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.0 SF.5.0 SF. EMERGENCY ESCAPE AND RESCUE WINDOWS (EGRESS) MUST BE NO GREATER THAN 44 INCHESEMERGENCY ESCAPE AND RESCUE WINDOWS (EGRESS) MUST BE NO GREATER THAN 44 INCHES ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING.ABOVE FINISHED FLOOR TO THE BOTTOM OF THE WINDOW OPENING. EGRESSEGRESS EGRESSEGRESS QTYQTY DESCRIPTIONDESCRIPTION SIZESIZE AREAAREA EXTERIOR WINDOW - DOOR SCHEDULEEXTERIOR WINDOW - DOOR SCHEDULE 11 11 11 22 11 11 22 11 22 11 22 M BEDM BED GRGR DININGDINING B1,B2B1,B2 BATHBATH GARAGEGARAGE DEN, M CLDEN, M CL ENTRYENTRY ENTRYENTRY TUBTUB M BEDM BED 8080 SGD8080 SGD 12/0 80 SGD12/0 80 SGD 6060 XO6060 XO 5050 XO5050 XO 2040 SH2040 SH 3080 DOOR3080 DOOR 2660 SH2660 SH 3080 DOOR3080 DOOR 1660 P TEMP1660 P TEMP 5050 XO TEMP5050 XO TEMP 2650 SH2650 SH 6464 9696 3636 5050 88 N/AN/A 4545 N/AN/A 1212 2525 2525 78"78" 78"78" 78"78" SINKSINK 72"72" 9' CLG9' CLG 11 11/202011/2020 PARANADAPARANADA FLOOR FRAMING NOTESFLOOR FRAMING NOTES 1.1.ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE.ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE. 2.2.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE.PROVIDE SOLID PRESSURE BLOCKING AT ALL POINT LOADS FROM ABOVE. 3.3.SEE FLOOR FRAMING SHOP DRAWINGS PER JOIST MANUFACTURER (IF APPLICABLE).SEE FLOOR FRAMING SHOP DRAWINGS PER JOIST MANUFACTURER (IF APPLICABLE). 4.4.PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITHPROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS OVER 10' OR PER FLOOR JOIST SPECS PER MANUFACTURER. SPANS OVER 10' OR PER FLOOR JOIST SPECS PER MANUFACTURER. 5. FLOOR SHEATHING TO BE 3/4" APA RATED SHEATHING.5. FLOOR SHEATHING TO BE 3/4" APA RATED SHEATHING. 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OR LATERAL SUPPORT AT ALL6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OR LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS. JOIST BEARING LOCATIONS. 7. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO)7. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO) FOUNDATION NOTES:FOUNDATION NOTES: 1. ALL FOOTINGS ARE TO BEAR ON FIRM, UNDISTURBED NATIVE SOILS. 1. ALL FOOTINGS ARE TO BEAR ON FIRM, UNDISTURBED NATIVE SOILS. VERIFY ALLOWABLE SOIL BEARING CAPACITY TO BE 1500 PSF PER ONSITE SOIL VERIFY ALLOWABLE SOIL BEARING CAPACITY TO BE 1500 PSF PER ONSITE SOIL CONDITIONS. CONDITIONS. 2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.2. ALL TIMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4X10 #2 DF OVER 4X4 POSTS (4X6 AT SPLICES) OVER CONCRETE 3. ALL BEAMS TO BE 4X10 #2 DF OVER 4X4 POSTS (4X6 AT SPLICES) OVER CONCRETE PADS UNLESS NOTED. PADS UNLESS NOTED. 4. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE4. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE 5. PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH 5. PROVIDE SOLID BLOCKING OR BRIDGING AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS OVER 10' OR PER JOIST MANUFACTURER'S SPECS SPANS OVER 10' OR PER JOIST MANUFACTURER'S SPECS 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL 6. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS JOIST BEARING LOCATIONS CRAWLSPACE AREA:CRAWLSPACE AREA:2561 SQ FT2561 SQ FT VENTILATION AREA:VENTILATION AREA:2561 SQ FT X 144 ÷ 300 1229.28 SQ IN REQ'D2561 SQ FT X 144 ÷ 300 1229.28 SQ IN REQ'D USE: 14" X 7" VENTUSE: 14" X 7" VENT VENT AREA = 98 SQ IN - 25% REDUCTION FOR 1/4" MESH = 73.50 SQ IN EA VENTVENT AREA = 98 SQ IN - 25% REDUCTION FOR 1/4" MESH = 73.50 SQ IN EA VENT VENTS REQUIRED =VENTS REQUIRED =1229.28 SQ IN ÷ VENT AREA = 73.50 = 16.72 SQ IN1229.28 SQ IN ÷ VENT AREA = 73.50 = 16.72 SQ IN PROVIDE: PROVIDE: 17 17 (14" X 7" VENTS) (14" X 7" VENTS) FOUNDATION VENTILATIONFOUNDATION VENTILATION * FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS* FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS * INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER* INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER * LOCATE 1 VENT WITHIN 3' OF EACH CORNER OF THE BUILDING, EXCEPT 1 SIDE OF* LOCATE 1 VENT WITHIN 3' OF EACH CORNER OF THE BUILDING, EXCEPT 1 SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS CLASS 1 TYPE VAPOR RETARDANTCLASS 1 TYPE VAPOR RETARDANT MATERIAL TO COVER CRAWLSPACEMATERIAL TO COVER CRAWLSPACE FLOOR (6 MIL) BLACK POLYETHYLENEFLOOR (6 MIL) BLACK POLYETHYLENE 4X44X4 CONCCONC PADPAD T T T T T T T T 4" CONC SLAB4" CONC SLAB 4" CONC SLAB4" CONC SLAB 4" CONC SLAB4" CONC SLAB SOG OVER 4" GRANULAR FILLSOG OVER 4" GRANULAR FILL OVER 6" MIL VAPOR BARRIEROVER 6" MIL VAPOR BARRIER SLOPE 2%SLOPE 2% 1 2 '-0 " 1 0 '-0 " 2 4 '-0 " 6'-0"2'-0" 4 1 '-6 "4 4 '-0 " 16'-0"7'-6"13'-0"2 4 '-0 " 11'-6" 2 '-0 " 8 '-6 " 1 9 '-0 " 5 '-0 " 1 0 '-6 " 2 '-0 " 7 8 '-0 " 5 '-0 " 7 '-0 " 2'-3"2'-3" 23'-0"10'-9"12'-0"13'-9" 59'-6" 2 '-6 " 6 '-0 " 2 '-0 " 2 '-0 " 13'-6"12'-6"18'-0"15'-6" 59'-6" 7 8 '-0 "4X10 BEAM TYP4X10 BEAM TYP 4X4 POST TYP4X4 POST TYP MAXMAX MAXMAX 20" DIA X 8" TH20" DIA X 8" TH CONC PADS 6' O/C MAXCONC PADS 6' O/C MAX EDGE OF PATIOEDGE OF PATIO 6X6 POST6X6 POST AA 14" X 7" SCRND FND VENTS14" X 7" SCRND FND VENTS AA CCFOUNDATION PLAN FOUNDATION PLAN 1/4" = 1'1/4" = 1' 16'-3" R/O16'-3" R/O AA AA BB CC 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 6 MIL VAPOR 6 MIL VAPOR BARRIERBARRIER6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" AA 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 R-21 R-21 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X RIM JOIST2 X RIM JOIST 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C 12"12" 6" 6" 24 " 24 " 2 X FLOOR JST2 X FLOOR JST 16" O/C16" O/C 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" BB 3/4" T/G PLYWOOD3/4" T/G PLYWOOD GLUED & NAILEDGLUED & NAILED 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X 6 STUD WALL2 X 6 STUD WALL R-21 INSULR-21 INSUL 6 MIL VAPOR6 MIL VAPOR BARRIER BARRIER R-38 INSULR-38 INSUL 2 X RIM JOIST 2 X RIM JOIST 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" CC 3'-3" R/O3'-3" R/O 12" CONC STEP12" CONC STEP 2X10 FLR JST2X10 FLR JST 16" O/C16" O/C CRAWL SPACE ACCESS:CRAWL SPACE ACCESS: R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALLR408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACE. ACCESS OPENINGS THROUGH THE UNDER FLOOR SPACE. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18" X 24". OPENINGS THROUGH FLOOR SHALL BE A MIN OF 18" X 24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16" X 24"A PERIMETER WALL SHALL BE NOT LESS THAN 16" X 24" WHERE ANY PORTION OF THE THROUGH WALL ACCESS ISWHERE ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREA WAY NOT LESS THAN 16" X 24" SHALL BELOW GRADE, AN AREA WAY NOT LESS THAN 16" X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREA WAY SHALL BE BELOWBE PROVIDED. THE BOTTOM OF THE AREA WAY SHALL BE BELOW THE THRESH HOLD OF THE ACCESS OPENING. THROUGH WALLTHE THRESH HOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TOACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE.THE RESIDENCE. 30" SQ X 15" TH30" SQ X 15" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 30" SQ X 15" TH30" SQ X 15" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 24" SQ X 12" TH24" SQ X 12" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 24" SQ X 12" TH24" SQ X 12" TH CONC PAD W/ 2CONC PAD W/ 2 #4 BARS E/W#4 BARS E/W 11/202011/2020 22 PARANADAPARANADA 2 0 '-9 " 1 1 '-9 " 9 '-0 " 1212 88 HOUSE NUMBERS TO BE POSTED ONHOUSE NUMBERS TO BE POSTED ON FRONT OF THE HOUSE AND BE CLEARLY FRONT OF THE HOUSE AND BE CLEARLY VISIBLE FROM THE STREET.VISIBLE FROM THE STREET. FRONT ELEVATION FRONT ELEVATION 1/4" = 1'1/4" = 1' COMP ROOFINGCOMP ROOFING SHINGLE SIDINGSHINGLE SIDING BOARD & BATT SIDINGBOARD & BATT SIDING 2X12 TRIM BAND2X12 TRIM BAND 2X10 BARGE W/ 1X3 TRIM2X10 BARGE W/ 1X3 TRIM 2X6 TRIM2X6 TRIM CLGCLG MAIN FFMAIN FF RIDGERIDGE 5/4 X 4 CORNER BOARD5/4 X 4 CORNER BOARD FRONT/BACKFRONT/BACK 5/4 X 3 SIDES5/4 X 3 SIDES R905.2.8.5 DRIP EDGER905.2.8.5 DRIP EDGE A DRIP EDGE SHALL BE PROVIDED AT EAVESA DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS. DRIP EDGEAND GABLES OF SHINGLE ROOFS. DRIP EDGE SHALL EXTEND A MINIMUM OF 0.25" BELOW ROOFSHALL EXTEND A MINIMUM OF 0.25" BELOW ROOF SHEETING AND EXTEND UP THE ROOF DECK A SHEETING AND EXTEND UP THE ROOF DECK A MINIMUM OF 2 INCHES.MINIMUM OF 2 INCHES. RIGHT ELEVATION RIGHT ELEVATION 1/4" = 1'1/4" = 1' HARDI BOARD SIDINGHARDI BOARD SIDING 1212 66 11/202011/2020 33 PARANADAPARANADA 1212 66 REAR ELEVATION REAR ELEVATION 1/4" = 1'1/4" = 1' PROVIDE ROOF VENTS PER IRCPROVIDE ROOF VENTS PER IRC SECTION R-806.1 (TYP)SECTION R-806.1 (TYP) LEFT ELEVATION LEFT ELEVATION 1/4" = 1'1/4" = 1' CONT. METAL GUTTERCONT. METAL GUTTER OVER 2X FASCIA TYPOVER 2X FASCIA TYP 5/4" X 3" CORNER BOARDS5/4" X 3" CORNER BOARDS ON SIDESON SIDES 11/202011/2020 44 PARANADAPARANADA W H 6 : 12 6 : 12 6 : 12 6 : 1 2 8 : 12 8 : 12 6 : 1 2 8 : 12 8 : 12 8 : 12 ATTIC VENTILATION ATTIC VENTILATION PER IRC SECTION R806.2, THE NET FREE AREA SHALL BE 1/300PER IRC SECTION R806.2, THE NET FREE AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF THE REQUIREDOF THE AREA TO BE VENTED, WITH 50% OF THE REQUIRED VENT AREA TO BE LOCATED A MINIMUM OF 3' ABOVE EAVEVENT AREA TO BE LOCATED A MINIMUM OF 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED.VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED. ROOF FRAMING NOTES:ROOF FRAMING NOTES: 1 ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE.1 ALL BEAMS AND HEADERS TO BE 4X8 #2DF UNLESS NOTED OTHERWISE. 2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE2 ALL TRUSSES TO BE PRE-ENGINEERED AND ARE TO CARRY THE STAMP OF THE TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER TRUSS MANUFACTURER AND SHALL BE INSTALLED PER MANUFACTURER SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE SPECS DESIGN DETAILS AND SPECS BY TRUSS MANUFACTURER TO BE ON SITE FOR FRAMING INSPECTION. PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP FOR FRAMING INSPECTION. PROVIDE TRUSS PACKAGE TO ENGINEER FOR SHOP DRAWING REVIEW PRIOR TO CONSTRUCTION. DRAWING REVIEW PRIOR TO CONSTRUCTION. 3 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE3 NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4 ROOF SHEATHING TO BE 7/16" APA RATED SHEATHING.4 ROOF SHEATHING TO BE 7/16" APA RATED SHEATHING. 5 ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO).5 ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END (UNO). 6 PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING6 PROVIDE SOLID BEARING STUDS AT ALL BEARING LOCATIONS INCLUDING GIRDER, TRUSSES AND BEAMS. GIRDER, TRUSSES AND BEAMS. SCISSOR TRUSS DETAIL SCISSOR TRUSS DETAIL 1/2" = 1'1/2" = 1' 5/8" GWB5/8" GWB 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATING7/16" OSB SHEATING DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-49 BATT INSULATIONR-49 BATT INSULATION R-21 BATT INSULATIONR-21 BATT INSULATION 1" 4X44X4 CONCCONC PADPAD STANDARD TRUSS SECTIONSTANDARD TRUSS SECTION 1/2" = 1'1/2" = 1' 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) R-49 BATT INSULATIONR-49 BATT INSULATION 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-21 BATT INSULATIONR-21 BATT INSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER ROOF FRAMING PLAN ROOF FRAMING PLAN 1/4" = 1'1/4" = 1' 9' PLT9' PLT GLB HDRGLB HDR TOUNGE & GROOVE @ SOFFITSTOUNGE & GROOVE @ SOFFITS TOUNGE & GROOVE @ SOFFITSTOUNGE & GROOVE @ SOFFITS FURNACEFURNACE ABVABV PROVIDE MIN 22" X 36"PROVIDE MIN 22" X 36" ATTIC ACCESS W/ATTIC ACCESS W/ WEATHER STRIPPINGWEATHER STRIPPING PER CODEPER CODE RIDGERIDGE STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLYSTANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY ROOF AREA:ROOF AREA:3113 SQ FT3113 SQ FT VENTILATION REQUIRED:VENTILATION REQUIRED:3113 SQ FT X 144 ÷ 300 =3113 SQ FT X 144 ÷ 300 =1494.24 SQ IN REQ1494.24 SQ IN REQ PROVIDE BETWEEN 40% & 50% OF THE TOTAL REQ'D VENTILATION NO MORE THAN 3'BELOWPROVIDE BETWEEN 40% & 50% OF THE TOTAL REQ'D VENTILATION NO MORE THAN 3'BELOW THE RIDGE OR THE HIGHEST POINT OF THE SPACE. REMAINDER TO BE INSTALLED @ EAVE VENTS THE RIDGE OR THE HIGHEST POINT OF THE SPACE. REMAINDER TO BE INSTALLED @ EAVE VENTS ROOF VENTILATION:ROOF VENTILATION: AF50 ROOF JACK (10" X 7") =AF50 ROOF JACK (10" X 7") =50.00 SQ IN EA50.00 SQ IN EA VENTILATION MIN =VENTILATION MIN =1494.24 SQ IN X 0.4 ÷ 50 SQ IN OF EACH VENT =1494.24 SQ IN X 0.4 ÷ 50 SQ IN OF EACH VENT = 11.9 VENTS 11.9 VENTS VENTILATION MAX =VENTILATION MAX =1494.24 SQ IN X 0.5 ÷ 50 SQ IN OF EACH VENT =1494.24 SQ IN X 0.5 ÷ 50 SQ IN OF EACH VENT = 14.9 VENTS 14.9 VENTS PROVIDE:PROVIDE:15 X 50 (10" X 7" ROOF JACKS) VENTILATION = 15 X 50 (10" X 7" ROOF JACKS) VENTILATION = 750 SQ IN750 SQ IN VENTILATION AREA REMAINDER FOR EAVE VENTS = 1494.24 -750 = VENTILATION AREA REMAINDER FOR EAVE VENTS = 1494.24 -750 = 744.24 SQ IN744.24 SQ IN EAVE VENTILATION:EAVE VENTILATION: BIRD BLOCKING:BIRD BLOCKING:(3) 2.25" DIA HOLES PER BAY = 5.96 SQ IN PER LF - 25% REDUCTION = 4.47 SQ IN PER LF(3) 2.25" DIA HOLES PER BAY = 5.96 SQ IN PER LF - 25% REDUCTION = 4.47 SQ IN PER LF EAVE VENTILATION REQ'D = EAVE VENTILATION REQ'D = 744.24 SQ IN ÷ 4.47 SQ IN PER LF = 744.24 SQ IN ÷ 4.47 SQ IN PER LF = 166.49 LF166.49 LF PROVIDE MIN:PROVIDE MIN:166.49 LF BIRDBLOCKING X 4.47= 166.49 LF BIRDBLOCKING X 4.47= 744.21 SQ IN744.21 SQ IN MIN VENTILATION PROVIDED = MIN VENTILATION PROVIDED = 1494.21 SQ IN1494.21 SQ IN ROOF VENTILATIONROOF VENTILATION ++ PREMAN SCISSOR TRUSSESPREMAN SCISSOR TRUSSES 24" O/C @ GREAT ROOM, KITCHEN24" O/C @ GREAT ROOM, KITCHEN ONLYONLY 6X6 POST6X6 POST 9' PLT9' PLT U 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C GIRDERGIRDER 24" RAKE TYP24" RAKE TYP 1'-8" OH1'-8" OH 15" OH15" OH CANT TRUSSES 30" CANT TRUSSES 30" PLUS TAILSPLUS TAILS GLBGLB 15" OH15" OH 24" RAKE24" RAKE HI P M A S T E R HI P M A S T E R HI P M A S T E R HI P M A S T E R 1'-8" OH1'-8" OH 24" RAKE24" RAKE 6X6 POST6X6 POST GLBGLB 6X12 RIDGE POST DOWN6X12 RIDGE POST DOWN TO GLBTO GLB 9' PLT9' PLT 9' PLT9' PLT 9' PLT9' PLT 2X10 RAFTERS2X10 RAFTERS 24" O/C @ VAULTED24" O/C @ VAULTED PORCHPORCH 6X126X12 6X126X12 6X86X8 6X86X8 6X86X8 6X8 RIDGE POST6X8 RIDGE POST DOWN TO 6X8 BEAMDOWN TO 6X8 BEAM PREMAN MONO TRUSSESPREMAN MONO TRUSSES 24" O/C24" O/C RIDGERIDGE PREMAN TRUSSESPREMAN TRUSSES 24" O/C24" O/C 2X6 OVER FRAME2X6 OVER FRAME 24" O/C24" O/C PREMAN DUAL PITCHPREMAN DUAL PITCH TRUSSES 24" O/CTRUSSES 24" O/C PREMAN DUAL PITCHPREMAN DUAL PITCH TRUSSES 24" O/CTRUSSES 24" O/C 11/202011/2020 55 PARANADAPARANADA T T 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 6 MIL VAPOR 6 MIL VAPOR BARRIERBARRIER6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) R-49 BATT INSULATIONR-49 BATT INSULATION 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB R-21 BATT INSULATIONR-21 BATT INSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" RR 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 R-21 R-21 2 X 6 BOTTOM PLT2 X 6 BOTTOM PLT 2 X RIM JOIST2 X RIM JOIST 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C T T 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK 12"12" 6" 6" 24 " 24 " 6" 6"MI N MI N 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C 2X6 PRESSURE TREATED MUDSILL2X6 PRESSURE TREATED MUDSILL 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 6" CONC STEM WALL6" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT SECTION SECTION 1/2" = 1'- 0"1/2" = 1'- 0" GG 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) OPT R-49 BATTOPT R-49 BATT INSULATIONINSULATION2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATING7/16" OSB SHEATING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB OPT R-21 BATTOPT R-21 BATT INSULATIONINSULATION W/ VAPOR BARRIERW/ VAPOR BARRIER 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C CLASS 1 TYPE VAPOR RETARDANTCLASS 1 TYPE VAPOR RETARDANT MATERIAL TO COVER CRAWLSPACEMATERIAL TO COVER CRAWLSPACE FLOOR (6 MIL) BLACK POLYETHYLENEFLOOR (6 MIL) BLACK POLYETHYLENE R-49R-49R-21R-21 9 '-0 " 9 '-0 " 1 0 '-3 " 5/4" FASCIA5/4" FASCIA VAULTEDVAULTED PORCHPORCH SIDING OVERSIDING OVER VAPOR BARRIERVAPOR BARRIER OVER 7/16" OSB SHTGOVER 7/16" OSB SHTG CROSS SECTION A-A CROSS SECTION A-A 1/4" = 1'1/4" = 1' 2X10 FLR JST 16" O/C2X10 FLR JST 16" O/C 1212 66 2X10 RAFTERS 24" O/C 2X10 RAFTERS 24" O/C @ VAULTED PORCH@ VAULTED PORCH GREAT ROOMGREAT ROOM ENTRYENTRY 2X8 RAFTERS 24" O/C2X8 RAFTERS 24" O/C @ VAULTED PORCH@ VAULTED PORCH 6X86X8 GLBGLB PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C VAULTED @ GR & KITCHENVAULTED @ GR & KITCHEN HALLHALL R-38R-38 1212 33 3/4" T&G PLYWOOD3/4" T&G PLYWOOD GLUE & NAILGLUE & NAIL4" CONC SLAB4" CONC SLAB COMP ROOFING OVERCOMP ROOFING OVER 15 LB FELT OVER15 LB FELT OVER 7/16" OSB SHTG7/16" OSB SHTG VAULTEDVAULTED PORCHPORCH 11/202011/2020 66 PARANADAPARANADA T T T T END BEARING TRUSSEND BEARING TRUSS 3/4" = 1'3/4" = 1' 1212 ROOFING OVER 15LB FELTROOFING OVER 15LB FELT OVER 7/16" OSB SHEATHINGOVER 7/16" OSB SHEATHING PREMAN TRUSSES 24" O/CPREMAN TRUSSES 24" O/C INSULATION BAFFLE INSULATION BAFFLE (1" MIN AIR SPACE)(1" MIN AIR SPACE) 2X VENT BLOCK2X VENT BLOCK 5/4" FASCIA BOARD5/4" FASCIA BOARD SIDING OVER VAPORSIDING OVER VAPOR BARRIERBARRIER 7/16" OSB SHEATHING7/16" OSB SHEATHING 5/8" GWB5/8" GWB DBL TOP PLATEDBL TOP PLATE 1/2" GWB1/2" GWB 3/73/7 3" SQ X 1/4" GALV WASHER3" SQ X 1/4" GALV WASHER 4" DIA PVC PERF PIPE4" DIA PVC PERF PIPE W/ FILTER FABRIC &W/ FILTER FABRIC & DRAIN ROCKDRAIN ROCK R-21R-21 2X6 FURRED OUT - 16" O/C2X6 FURRED OUT - 16" O/C 1" AIR SPACE1" AIR SPACE 16"16" 8" 8" 5/8" DIA X 10" EMBEDED5/8" DIA X 10" EMBEDED ANCHOR BOLT-48" O/CANCHOR BOLT-48" O/C #4 VERTICAL STUB STEEL 18" O/C#4 VERTICAL STUB STEEL 18" O/C 4" CONC SLAB4" CONC SLAB 4" CRUSHED ROCK BASE4" CRUSHED ROCK BASE 8" CONC STEM WALL8" CONC STEM WALL (2) #4 REBAR CONT(2) #4 REBAR CONT ADHERED LIGHTWEIGHT VENEER ADHERED LIGHTWEIGHT VENEER 3/4" = 1'- 0"3/4" = 1'- 0" R-10 RIGID INSUL W/ R-10 RIGID INSUL W/ THERMAL BREAK UNDERTHERMAL BREAK UNDER ENTIRE SLAB ENTIRE SLAB 3/4" T/G PLYWOOD GLUE & NAIL3/4" T/G PLYWOOD GLUE & NAIL 2X6 STUDWALL @ 16" O/C2X6 STUDWALL @ 16" O/C R-38R-38 2 X FLOOR JST 16" O/C2 X FLOOR JST 16" O/C 2 X 6 PT MUDSILL2 X 6 PT MUDSILL WATER PROOF BELOW GRADEWATER PROOF BELOW GRADE (IF BASEMENT ONLY)(IF BASEMENT ONLY) 1/2" CDX PLYWOOD SHEATHING1/2" CDX PLYWOOD SHEATHING (2) LAYERS OF GRADE "D" BUILDING(2) LAYERS OF GRADE "D" BUILDING PAPER WEATHER RESISTANT BARRIERPAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV) METAL LATHCORROSION RESISTANT (GALV) METAL LATH ADHERED LIGHTWEIGHT STONE VENEER,ADHERED LIGHTWEIGHT STONE VENEER, STYLE PER PLANSTYLE PER PLAN TYPE "N" MORTAR JOINT, MORTAR SEATING BEDTYPE "N" MORTAR JOINT, MORTAR SEATING BED 26 GA GALV CORROSION RESISTANT WEEP SCREENED26 GA GALV CORROSION RESISTANT WEEP SCREENED ATTIC ACCESS ATTIC ACCESS 3/4" = 1'3/4" = 1' MI N C L E A R MI N C L E A R BATT INSULATION BATT INSULATION PER PLANPER PLAN TRUSS PER PLANTRUSS PER PLAN RIGID INSULATIONRIGID INSULATION "J" METAL"J" METAL1/4" NEOPRENE1/4" NEOPRENE WEATHER STRIPPINGWEATHER STRIPPING 2 '-6 " TYPICAL BEAM TO FRAME TYPICAL BEAM TO FRAME 3/4" = 1'3/4" = 1' HEADERHEADER DOUBLE 2X STUDS, MIN FORDOUBLE 2X STUDS, MIN FOR 6' OPENING OR LARGER6' OPENING OR LARGER SIMPSON ST12 STRAP TIESIMPSON ST12 STRAP TIE OR DOUBLE TOP PLT OVEROR DOUBLE TOP PLT OVER SIMPSON ST18 STRAP TIESIMPSON ST18 STRAP TIE W/ (14) 16d OR DOUBLE TOP PLT OVERW/ (14) 16d OR DOUBLE TOP PLT OVER DOUBLE TOP PLTDOUBLE TOP PLT (2) 16d(2) 16d STEP FOOTING DETAIL STEP FOOTING DETAIL 3/4" = 1'3/4" = 1' 11 22 MAXMAX WALL FRAMINGWALL FRAMING RIM JOISTRIM JOIST PONY WALL FRAMINGPONY WALL FRAMING TO MATCH FRAMING ABOVETO MATCH FRAMING ABOVE GRADEGRADE SEE TYP WALL SECTIONSEE TYP WALL SECTION FOR FOUNDATION DESIGNFOR FOUNDATION DESIGN TYPICAL WINDOW SILL TYPICAL WINDOW SILL 3/4" = 1'3/4" = 1' WINDOW PER PLANWINDOW PER PLAN 1X TRIM1X TRIM TRIM PER ELEVATIONSTRIM PER ELEVATIONS "Z" FLASHING PER MANUF SPECS"Z" FLASHING PER MANUF SPECS BUILDING PAPER OVERBUILDING PAPER OVER FLASHING FLANGEFLASHING FLANGE 2X STUD WALL, BATT INSULATION2X STUD WALL, BATT INSULATION & SIDING PER PLAN& SIDING PER PLAN NOTE: TYPICAL (Z) FLASHINGNOTE: TYPICAL (Z) FLASHING * INSTALL SIDING MANUF PER SPECS* INSTALL SIDING MANUF PER SPECS *DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE*DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE * REPAIR OR REPLACE WINDOW IF FLANGE BREAKS* REPAIR OR REPLACE WINDOW IF FLANGE BREAKS * CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING* CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING * SLOPE ALL FLASHING AWAY FROM BUILDING* SLOPE ALL FLASHING AWAY FROM BUILDING MINMIN HOT WATER HEATER HOT WATER HEATER 3/4" = 1'3/4" = 1' MINMIN NOTE: INSULATE HOT WATER PIPE PER WSEC REQNOTE: INSULATE HOT WATER PIPE PER WSEC REQ 1/2" GWB BTW WH 1/2" GWB BTW WH & LEDGER& LEDGER 2X STUD WALL & BATT2X STUD WALL & BATT INSULATION PER PLANINSULATION PER PLAN 1/4" DIA X 5" LAG SCREW1/4" DIA X 5" LAG SCREW 2X4 LEDGER @ TOP & BTM2X4 LEDGER @ TOP & BTM 1/4" DIA X 3" LAG SCREW1/4" DIA X 3" LAG SCREW W/ FLAT WASHERW/ FLAT WASHER HOLD WH TIGHT TO GLBHOLD WH TIGHT TO GLB 26 GAUGE STRAP AROUND WH 26 GAUGE STRAP AROUND WH @ TOP & BTM, CONNECTED@ TOP & BTM, CONNECTED @ STUD OR BLOCKING@ STUD OR BLOCKING 4" DIA STEEL BOLLARD4" DIA STEEL BOLLARD (WHEN LOCATED IN GARAGE)(WHEN LOCATED IN GARAGE) PLATFORM TOP @ 18" MINPLATFORM TOP @ 18" MIN ABV FINISHED FLOORABV FINISHED FLOOR WHWH LOCATIONLOCATION PER PLANPER PLAN 4" 2" GARAGE EDGE @ SLAB ON GRADE GARAGE EDGE @ SLAB ON GRADE 3/4" = 1'3/4" = 1' PREFORMED EXPANSION JOINTPREFORMED EXPANSION JOINT CONC DRIVEWAYCONC DRIVEWAY 4" CONC GARAGE SLAB/MIN 4" 4" CONC GARAGE SLAB/MIN 4" COMPACTED GRANULAR FILL (SLOPE TO DRAIN)COMPACTED GRANULAR FILL (SLOPE TO DRAIN) CONT GARAGE FOOTINGCONT GARAGE FOOTING (2) #4 BARS(2) #4 BARS TYPICAL WINDOW HEADER TYPICAL WINDOW HEADER 3/4" = 1'3/4" = 1' 2X STUD WALL, BATT INSULATION2X STUD WALL, BATT INSULATION & SIDING PER PLAN& SIDING PER PLAN WINDOW HEADER PER PLANWINDOW HEADER PER PLAN 1X TRIM1X TRIM WINDOW PER PLANWINDOW PER PLAN 2" RIGID FOAM2" RIGID FOAM TRIM PER ELEVATIONTRIM PER ELEVATION BUILDING PAPER OVERBUILDING PAPER OVER FLASHING FLANGEFLASHING FLANGE "Z" FLASHING PER MANUF SPECS"Z" FLASHING PER MANUF SPECS FLOOR CONNECTION FLOOR CONNECTION 3/4" = 1'3/4" = 1' DOUBLE TOP PLTDOUBLE TOP PLT NAILING PER ENGINEERNAILING PER ENGINEER 2X RIM JOIST2X RIM JOIST 2X SOLE PLT2X SOLE PLT SIDING (SEE ELEVATIONS)SIDING (SEE ELEVATIONS) 15 # BUILDING PAPER (OR TYVEK) SHEATHING15 # BUILDING PAPER (OR TYVEK) SHEATHING PER ENGINEERING. 2X STUDS 16" O/CPER ENGINEERING. 2X STUDS 16" O/C 1/2" GWB1/2" GWB 3/4" T & G SUBFLOOR. JOISTS3/4" T & G SUBFLOOR. JOISTS PER FRAMING PLANPER FRAMING PLAN 5/8" GWB5/8" GWB 11/202011/2020 PARANADAPARANADA DOORS, WINDOWS & SKYLIGHTS:DOORS, WINDOWS & SKYLIGHTS: GENERALGENERAL THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLDTHE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM 7 3/4" STEP FROM TOP OF THE THRESHOLD TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4"TO A MINIMUM 36" DEEP LANDING ON THE EXTERIOR SIDE OF THE DOOR. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 7 3/4" STEPS TO A MIN 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE WSEC TABLE R402.1.1 UNO. ALL SKYLIGHTSSTEPS TO A MIN 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE WSEC TABLE R402.1.1 UNO. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNO. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN NET CLEARAND SKYWALLS SHALL HAVE LAMINATED GLASS UNO. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN NET CLEAR OPENING OF 5.7 SQ FT. MIN NET CLEAR OPERABLE WIDTH OF 20" AND A MIN NET CLEAR OPENING HEIGHT OF 24", MAX SILL HEIGHT OFOPENING OF 5.7 SQ FT. MIN NET CLEAR OPERABLE WIDTH OF 20" AND A MIN NET CLEAR OPENING HEIGHT OF 24", MAX SILL HEIGHT OF 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF 72" ABV44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING. OPERABLE WINDOWS WITH A SILL OF 72" ABV FINISHED GRADE OR SURFACE BELOW, TO BE A MIN OF 24" ABV ADJACENT FINISHED FLOOR. FINISHED GRADE OR SURFACE BELOW, TO BE A MIN OF 24" ABV ADJACENT FINISHED FLOOR. SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.4SAFETY GLAZING LOCATIONS PER 2015 IRC SECTION R308.4 R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BIFOLD DOORS.R308.4.1 GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BIFOLD DOORS. R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60"R308.4.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60" ABV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSEDABV THE FLOOR AND THE GLAZING IS EITHER WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OFPOSITION OR ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN INSWING DOOR.AN INSWING DOOR. R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: R308.4.3 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQ FT;1. THE EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN 9 SQ FT; 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABV THE FLOOR;2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABV THE FLOOR; 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABV THE FLOOR; AND3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABV THE FLOOR; AND 4. 1 OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.4. 1 OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS,R308.4.4 GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS, REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE.REGARDLESS OF AREA OR HEIGHT ABV A WALKING SURFACE. R308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS,STEAMEDR308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS,STEAMED ROOMS,BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISROOMS,BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE.LESS THAN 60" MEASURED VERTICALLY ABV ANY STANDING OR WALKING SURFACE. R308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" (914MM) ABV THE PLANE OF THE ADJACENTR308.4.6 GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" (914MM) ABV THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS.WALKING SURFACE OF STAIRWAYS,LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. R308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABV THER308.4.7 GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABV THE LANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM OF THE TREAD NOSING. FOR EXCEPTIONSLANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM OF THE TREAD NOSING. FOR EXCEPTIONS SEE IRC SECTION R308.4SEE IRC SECTION R308.4 MISCELLANEOUS:MISCELLANEOUS: 42.42.UNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS, R-38 BATT INSULATIONUNLESS OTHERWISE NOTED USE R-21 BATT INSULATION IN EXTERIOR WALLS, R-38 BATT INSULATION IN ALL FLOORS, R-49 BATT INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS. USE R-19 IN BASEMENTIN ALL FLOORS, R-49 BATT INSULATION IN ALL CEILINGS AND R-30 IN RAFTERS. USE R-19 IN BASEMENT WALLS, R-10 SLAB PERIMETER 24" DEPTH, CRAWLSPACE WALLS AT R-17 IF REQUIRED. INSULATE ALLWALLS, R-10 SLAB PERIMETER 24" DEPTH, CRAWLSPACE WALLS AT R-17 IF REQUIRED. INSULATE ALL SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS.SPACES ADJACENT TO THE EXTERIOR OR TO UNHEATED AREAS. 43.43.1.5"-2" RIGID INSULATION AT MASONRY FOUNDATION WALLS.1.5"-2" RIGID INSULATION AT MASONRY FOUNDATION WALLS. 44.44.INSULATE DOUBLE GLAZED GLASS AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALLINSULATE DOUBLE GLAZED GLASS AT ALL EXTERIOR GLASS AREAS AND TEMPERED GLASS IN ALL SIDING GLASS DOORS AND WINDOWS LESS THAN 18" ABOVE FLOOR. (CHECK ALL LOCAL CODESSIDING GLASS DOORS AND WINDOWS LESS THAN 18" ABOVE FLOOR. (CHECK ALL LOCAL CODES FOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS). VERIFY ALLFOR ADDITIONAL GLAZING REQUIREMENTS AND ALSO MANUFACTURERS SPECS). VERIFY ALL ROUGH OPENING SIZES WITH WINDOW MANUFACTURER.ROUGH OPENING SIZES WITH WINDOW MANUFACTURER. 45.45.ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS.ALL SKYLIGHTS AND DECORATIVE GLASS MUST BE INSTALLED TO MANUFACTURER SPECS. 46.46.PROVIDE CAULKING AT SASHES, SLIDING GLASS DOORS, ENTRY DOORS AND BOTTOM PLATES.PROVIDE CAULKING AT SASHES, SLIDING GLASS DOORS, ENTRY DOORS AND BOTTOM PLATES. 47.47.CONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUTCONTRACTOR TO INSTALL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS WITHOUT HOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK. GENEROUSLY CAULKHOLES FOR ELECTRICAL BOXES AND LIGHT FIXTURES OR HEATING DUCT WORK. GENEROUSLY CAULK ALL OPENINGS AND CRACKS.ALL OPENINGS AND CRACKS. 48.48.MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS.MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. 49.49.DOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING, TIGHT-FITTING, SOLID WOODDOORS BETWEEN GARAGE AND RESIDENCE TO BE SELF-CLOSING, TIGHT-FITTING, SOLID WOOD OR METAL DOOR 1-3/8" OR MORE IN THICKNESS.OR METAL DOOR 1-3/8" OR MORE IN THICKNESS. 50.50.KITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METALKITCHEN RANGE AND BATHROOM EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE VIA METAL DUCTS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. CLOTHES DRYERS SHALL BEDUCTS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. CLOTHES DRYERS SHALL BE EXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUELEXHAUSTED TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES.BURNING APPLIANCES. 51.51.HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARKHEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS ANDOR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL.BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. 52.52.EVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRCEVERY DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO THE IRC STANDARD, DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATEDSTANDARD, DETECTORS SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHEN SLEEPINGIN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHEN SLEEPING ROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILINGROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVEDDIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVED MANUFACTURERS INSTALLATION. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE MANUFACTURERS INSTALLATION. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN ALARM IN THE DWELLING UNIT.DWELLING UNIT. 53.53.ALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLEDALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECS.TO LISTED SPECS. 54.54.APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE SOAPPLIANCES INTENDED FOR INSTALLATION IN CLOSETS ALCOVES OR CONFINED SPACES SHALL BE SO LISTED. VERIFY CLEARANCES WITH MANUFACTURERS SPECS.LISTED. VERIFY CLEARANCES WITH MANUFACTURERS SPECS. 55.55.FIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USEFIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE USE MINIMUM #26 GALV. STEEL DUCTS.MINIMUM #26 GALV. STEEL DUCTS. 56.56.EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BEEVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS.INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURERS INSTRUCTIONS. 57.57.FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING.FACTORY BUILT FIREPLACES AND INSERTS SHALL BE INSTALLED PER CONDITIONS OF LISTING. 58.58.USABLE SPACE UNDER STAIRS TO BE SURFACED WITH 5/8" TYPE "X" GWB, TAPE AND FINISH WALLBOARD.USABLE SPACE UNDER STAIRS TO BE SURFACED WITH 5/8" TYPE "X" GWB, TAPE AND FINISH WALLBOARD. 59.59.FIRE BLOCK STAIRS: BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS.FIRE BLOCK STAIRS: BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS. 60.60.STAIRWAYS: MAXIMUM RISE 7.75" MINIMUM RUN 10", MINIMUM HEADROOM 6'-8", MINIMUM WIDTH 36"STAIRWAYS: MAXIMUM RISE 7.75" MINIMUM RUN 10", MINIMUM HEADROOM 6'-8", MINIMUM WIDTH 36" HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34" AND 38" MAXIMUM ABOVE TRADE NOSING.HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34" AND 38" MAXIMUM ABOVE TRADE NOSING. UNLESS DESIGNATED FOR THE DISABLED. THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESSUNLESS DESIGNATED FOR THE DISABLED. THE HANDGRIP PORTION THE HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE ANDTHAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AND EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTHEQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE NOTSURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE NOT LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL.LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. 61.61.RAFTER TIES: MAXIMUM OF 4' O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL.RAFTER TIES: MAXIMUM OF 4' O/C WHERE CEILING JOISTS AND RAFTERS ARE NOT PARALLEL. FASTEN AS REQUIRED.FASTEN AS REQUIRED. 62.62.PLYWOOD EXPOSED TO WEATHER SHALL BE MINIMUM CC EXTERIOR.PLYWOOD EXPOSED TO WEATHER SHALL BE MINIMUM CC EXTERIOR. 63.63.ATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA OFATTIC VENTILATION: THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA OF SPACE VENTILATED. EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIREDSPACE VENTILATED. EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BEVENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE EAVE OR CORNICE VENT.VENTILATED AT LEAST 3' ABOVE EAVE OR CORNICE VENT. 64.64.RAFTER SPACES ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALLRAFTER SPACES ENCLOSED BY CEILINGS DIRECTLY APPLIED TO THE UNDERSIDE OF THE RAFTERS SHALL BE SIZED TO ALLOW A MINIMUM 1" CLEAR VENTED AIR SPACE ABOVE THE INSULATION.BE SIZED TO ALLOW A MINIMUM 1" CLEAR VENTED AIR SPACE ABOVE THE INSULATION. 65.65.ATTIC ACCESS MINIMUM OPENING 22"X30". MINIMUM 30" CLEAR HEADROOM SHALL BE PROVIDED ABOVEATTIC ACCESS MINIMUM OPENING 22"X30". MINIMUM 30" CLEAR HEADROOM SHALL BE PROVIDED ABOVE THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30" NEED NOT THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30" NEED NOT BE PROVIDED WITH ACCESS OPENING.BE PROVIDED WITH ACCESS OPENING. 66. VAPOR BARRIER: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT66. VAPOR BARRIER: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6-INCHES (152MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASELESS THAN 6-INCHES (152MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUB GRADE WHERE NO BASE COURSE EXISTS.COURSE OR THE PREPARED SUB GRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: FROM DETACHED GARAGES, UTILITY BUILDINGSEXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: FROM DETACHED GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES.AND OTHER UNHEATED ACCESSORY STRUCTURES. 67. ALARM REQUIREMENTS: SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING67. ALARM REQUIREMENTS: SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURER'SWITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE TO CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLINGIMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS.UNIT IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. GLUED LAMINATED WOOD MEMBERSGLUED LAMINATED WOOD MEMBERS :: 19.19.GLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI STANDARD A-190.1 AMERICANGLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI STANDARD A-190.1 AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-FNATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24-F V4 (FB=2400PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALLV4 (FB=2400PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED. SEALER SHALL BE APPLIED TO ENDS OF ALLBE CASEIN MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED. SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AT/CMEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AT/C STAMP AND CERTIFICATION IS REQUIRED.STAMP AND CERTIFICATION IS REQUIRED. 20.20.DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS.DOUBLE ALL JOISTS UNDER PARALLELING WALLS AND PORTIONS. 21.21.BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS. CROSS BRIDGE AT 8' O/C MAXIMUM.BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALLS. CROSS BRIDGE AT 8' O/C MAXIMUM. 22.22.FLOOR CONSTRUCTION: PLYWOOD SUB FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURALFLOOR CONSTRUCTION: PLYWOOD SUB FLOOR SHALL BE GRADE CD-EXTERIOR GLUE OR STRUCTURAL EXTERIOR GLUE, PLYWOOD THICKNESS WILL REFLECT IN PLANS. GLUE/NAIL PLYWOOD SUB FLOOR TOEXTERIOR GLUE, PLYWOOD THICKNESS WILL REFLECT IN PLANS. GLUE/NAIL PLYWOOD SUB FLOOR TO SUPPORT MEMBERS WITH 8D AT 12"O/C AT INTERIOR BEARING POINTS. UNLESS STARTED OTHERWISE USESUPPORT MEMBERS WITH 8D AT 12"O/C AT INTERIOR BEARING POINTS. UNLESS STARTED OTHERWISE USE TYPICAL SPECS FOR ROOF SHEATHING.TYPICAL SPECS FOR ROOF SHEATHING. 23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT23. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL).OPENINGS (BOTH VERTICAL AND HORIZONTAL). 24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE24. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 14". OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4' INWITH A MINIMUM LENGTH OF 14". OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4' IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONALHEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY.STORY. 25.25.ALL EXTERIOR WALLS AND MAIN CROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLYALL EXTERIOR WALLS AND MAIN CROSS-STUD PORTIONS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED.BRACED. TRUSSESTRUSSES:: 26.26.STRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEERSTRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED REGISTERED ENGINEER (DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION)(DRAWING/DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION) PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR FIELD ASSEMBLED TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVALAPPROVAL C) GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL.C) GIRDER TRUSS-ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL. DESIGN CRITERIA:DESIGN CRITERIA: TOP CHORD LL 25PSFTOP CHORD LL 25PSF TOP CHORD DL 10PSFTOP CHORD DL 10PSF BOTTOM CHORD DL 5PSF BOTTOM CHORD DL 5PSF TOTAL 40PSF (45 FOR TILE OR SLATE)TOTAL 40PSF (45 FOR TILE OR SLATE) USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY). TRUSS USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY). TRUSS COMPANY SHALL FURNISH DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TOCOMPANY SHALL FURNISH DESIGN CALCULATIONS AND SHOPS DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY PROFESSIONAL ENGINEER. 27.27.ALL WOOD EXPOSED TO WEATHER SUCH AS WOOD FOR DECK FRAMING,DECKING, STAIRS RAILINGS,ALL WOOD EXPOSED TO WEATHER SUCH AS WOOD FOR DECK FRAMING,DECKING, STAIRS RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR.(IRC)JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR.(IRC) 28. WHEN DECKS, PORCHES, ETC, ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN28. WHEN DECKS, PORCHES, ETC, ARE MORE THAN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN 36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART.36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART. 29.29.ALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITHALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD WITH APPROVED PRESERVATIVE.APPROVED PRESERVATIVE. FLOOR AND ROOF FRAMING:FLOOR AND ROOF FRAMING: 30.30.USE 3/4" APA RATED (40/20) SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH 8DUSE 3/4" APA RATED (40/20) SHEATHING NAILED TO FLOOR FRAMING MEMBERS WITH 8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATENAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE FRAMING.FRAMING. USE 1/2" APA RATED (24/0) SHEATHING ON ROOF NAILED TO TRUSSES OR RAFTERS WITHUSE 1/2" APA RATED (24/0) SHEATHING ON ROOF NAILED TO TRUSSES OR RAFTERS WITH 8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE8D NAILS AT 6" O/C AT ALL SUPPORTED EDGES AND 8D NAILS AT 12" O/C AT INTERMEDIATE FRAMING.FRAMING. SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS WITH STAGGEREDSHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS WITH STAGGERED PANEL EDGES. FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED.PANEL EDGES. FLOOR SHEATHING SHALL BE BOTH GLUED AND NAILED. 31.31.WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2" AIRSPACE ON TOP, SIDESWOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRED 1/2" AIRSPACE ON TOP, SIDES AND ENDS.AND ENDS. 32.32.WOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLEWOOD MEMBER END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN. ALL JOISTS SHALL HAVE A MINIMUM OF 2"VALUES FOR COMPRESSION PERPENDICULAR TO GRAIN. ALL JOISTS SHALL HAVE A MINIMUM OF 2" BEARING AT SUPPORTS. LAPPING JOISTS TO HAVE 6" LAPS CENTERED OVER INTERIOR SUPPORTS.BEARING AT SUPPORTS. LAPPING JOISTS TO HAVE 6" LAPS CENTERED OVER INTERIOR SUPPORTS. 33.33.MINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATESTMINIMUM FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE.EDITION OF THE INTERNATIONAL BUILDING CODE. 34.34.BOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILSBOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 6" O/C STAGGERED UNLESS OTHERWISE NOTED ON PLANS.AT 6" O/C STAGGERED UNLESS OTHERWISE NOTED ON PLANS. 35.35.ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC.ALL GENERAL FRAMING MUST COMPLY TO THE LATEST EDITION OF THE IBC. 36.36.GLU-LAM BEAMS MUST BE SIZED, DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS.GLU-LAM BEAMS MUST BE SIZED, DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECS. GENERAL FINISH NOTES:GENERAL FINISH NOTES: 37. TUB AND SHOWER ENCLOSURES TO HAVE WATERPROOF GWB MINIMUM OF 68" HIGH.37. TUB AND SHOWER ENCLOSURES TO HAVE WATERPROOF GWB MINIMUM OF 68" HIGH. 38.38.FOR ALL BATH AND TOILET AREAS: USE WATER RESISTANT GWB (OR EQUAL) FOR WALLS ANDFOR ALL BATH AND TOILET AREAS: USE WATER RESISTANT GWB (OR EQUAL) FOR WALLS AND CEILING. USE PLYWOOD UNDERLAYMENT FLOOR WITH EXTERIOR GLUE.CEILING. USE PLYWOOD UNDERLAYMENT FLOOR WITH EXTERIOR GLUE. 39.39.ALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB (OR EQUAL). INSTALL WITHALL INTERIOR WALLS AND CEILINGS TO BE COVERED WITH GWB (OR EQUAL). INSTALL WITH METAL REINFORCING AND NAIL TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 6DMETAL REINFORCING AND NAIL TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH 6D COOLER NAILS. COMPLY TO LATEST EDITION OF THE IBC. TAPE AND TEXTURE TO SPECS.COOLER NAILS. COMPLY TO LATEST EDITION OF THE IBC. TAPE AND TEXTURE TO SPECS. 40.40.USE 5/8" TYPE "X" (FIRE RATED) GWB ON GARAGE WALLS, CEILINGS, EXPOSED BEAMS AND POSTS.USE 5/8" TYPE "X" (FIRE RATED) GWB ON GARAGE WALLS, CEILINGS, EXPOSED BEAMS AND POSTS. 41.41.INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER.INTERIOR TRIM AND FINISHES TO BE DETERMINED BY OWNER. GENERAL REQUIREMENTS: BUILDING ENVELOPEGENERAL REQUIREMENTS: BUILDING ENVELOPE INSULATION REQUIREMENT:INSULATION REQUIREMENT: ROOF / CEILING INSULATION:ROOF / CEILING INSULATION: USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS.USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS. MAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONSMAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONS INSTALL EAVE VENT BAFFLES PER ROOF DETAILS.INSTALL EAVE VENT BAFFLES PER ROOF DETAILS. WALL INSULATION:WALL INSULATION: USE R-21 FACED BATT INSULATION ON ABOVE GRADE WALLS.USE R-21 FACED BATT INSULATION ON ABOVE GRADE WALLS. FACED BATT INSULATION TO BE FACE STAPLED ONLY.FACED BATT INSULATION TO BE FACE STAPLED ONLY. ABOVE GRADE EXTERIOR INSULATION TO BE PROTECTED.ABOVE GRADE EXTERIOR INSULATION TO BE PROTECTED. FLOOR INSULATION:FLOOR INSULATION: USE R-30 BATT INSULATION ON ALL CRAWL SPACE FLOOR AREAS.USE R-30 BATT INSULATION ON ALL CRAWL SPACE FLOOR AREAS. USE INSULATION SUPPORTS SPACED NOT MORE THAN 24" ON CENTER.USE INSULATION SUPPORTS SPACED NOT MORE THAN 24" ON CENTER. INSTALLED INSULATION SHALL NOT BLOCK AIR FLOW THROUGH THE INSTALLED INSULATION SHALL NOT BLOCK AIR FLOW THROUGH THE FOUNDATION VENTS.FOUNDATION VENTS. MOISTURE CONTROL REQUIREMENTS:MOISTURE CONTROL REQUIREMENTS: VAPOR RETARDANTS TO BE INSTALLED ON THE WARM SIDE OF INSULATION.VAPOR RETARDANTS TO BE INSTALLED ON THE WARM SIDE OF INSULATION. ROOF / CEILING ASSEMBLIES:ROOF / CEILING ASSEMBLIES: USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS.USE R-49 OPEN-BLOWN INSULATION FOR ATTIC AREAS. MAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONSMAINTAIN CLEARANCES PER MANUFACTURES SPECIFICATIONS INSTALL EAVE VENT BAFFLES PER ROOF DETAILS.INSTALL EAVE VENT BAFFLES PER ROOF DETAILS. WALL VAPOR RETARDANT:WALL VAPOR RETARDANT: FACED BATT INSULATION TO BE USED AS VAPOR RETARDANT.FACED BATT INSULATION TO BE USED AS VAPOR RETARDANT. FACED BATTS TO BE FACE STAPLED ONLY.FACED BATTS TO BE FACE STAPLED ONLY. FLOOR VAPOR RETARDANT:FLOOR VAPOR RETARDANT: 3/4" T & G PLYWOOD FLOORING TO BE USED AS VAPOR RETARDANT.3/4" T & G PLYWOOD FLOORING TO BE USED AS VAPOR RETARDANT. CRAWLSPACE VAPOR RETARDANT:CRAWLSPACE VAPOR RETARDANT: INSTALL GROUND COVER OF SIX MIL ( 0.006 INCH THICK) BLACK POLYETHYLENE ORINSTALL GROUND COVER OF SIX MIL ( 0.006 INCH THICK) BLACK POLYETHYLENE OR EQUAL OVER THE GROUND WITHIN CRAWLSPACE.EQUAL OVER THE GROUND WITHIN CRAWLSPACE. THE GROUND COVER TO BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTSTHE GROUND COVER TO BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL.AND SHALL EXTEND TO THE FOUNDATION WALL. GENERAL NOTES:GENERAL NOTES: ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (2015). ALL CONSTRUCTION MUST COMPLY TO THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (2015). DO NOT SCALE THE DRAWINGS. USE THE DIMENSIONS. DO NOT SCALE THE DRAWINGS. USE THE DIMENSIONS. VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITIONS BEFORE STARTING CONSTRUCTION. VERIFY ALL CABINET LAYOUTS, CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER. VERIFY VERIFY ALL CABINET LAYOUTS, CABINET ELEVATIONS AND MATERIALS USED WITH MANUFACTURER. VERIFY INSTALLATION INSTRUCTIONS BEFORE ORDERING.INSTALLATION INSTRUCTIONS BEFORE ORDERING. DESIGN LOAD CRITERIA DESIGN LOAD CRITERIA NOTE: VERIFY LOADS FOR YOUR AREANOTE: VERIFY LOADS FOR YOUR AREA ATTICS WITH STORAGE LLATTICS WITH STORAGE LL 20PSF20PSF ATTICS WITHOUT STORAGE LL ATTICS WITHOUT STORAGE LL 10PSF10PSF DECKS LLDECKS LL 60PSF60PSF EXTERIOR BALCONIES LLEXTERIOR BALCONIES LL 60PSF60PSF FIRE ESCAPES LL FIRE ESCAPES LL 40PSF40PSF GUARDRAILS AND HANDRAILS LL GUARDRAILS AND HANDRAILS LL 200PSF200PSF GUARDRAILS FILL IN COMPONENTS LL GUARDRAILS FILL IN COMPONENTS LL 50PSF50PSF PASSENGER VEHICLE GARAGES LL PASSENGER VEHICLE GARAGES LL 50PSF50PSF ROOMS OTHER THAN SLEEPING ROOMS LL ROOMS OTHER THAN SLEEPING ROOMS LL 40PSF40PSF SLEEPING ROOMS LL SLEEPING ROOMS LL 30PSF30PSF STAIRS LL STAIRS LL 40PSF40PSF WIND LOADWIND LOAD EXPOSURE B EXPOSURE B SEISMIC DESIGN CATEGORY D SEISMIC DESIGN CATEGORY D ALLOWABLE SOIL PRESSURE 1500 PSF ALLOWABLE SOIL PRESSURE 1500 PSF *OR AS DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS *OR AS DESIGNATED BY LOCAL BUILDING CODES AND SITE CONDITIONS FOUNDATIONFOUNDATION 6.6.THE SELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALLTHE SELECTIONS OF MATERIALS FOR THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION (2015).CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE EDITION (2015). MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUMMATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4" WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATERSLUMP OF 4" WHICH CAN BE PLACED WITH SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM FC-3000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETEUSE MINIMUM FC-3000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAINAND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. MAXIMUM SIZE OF AGGREGATE IS .5". ALL CONCRETE SHALL BE POUREDAN AIR ENTRAINING AGENT. MAXIMUM SIZE OF AGGREGATE IS .5". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.MONOLITHICALLY BETWEEN CONSTRUCTION AND/OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDINGCONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOBSITE FOR BUILDING INSPECTOR VERIFICATION. INSPECTOR VERIFICATION. 7.7.STANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN. VERIFY FROST DEPTH WITH LOCAL BUILDINGSTANDARD FOUNDATION STEM WALL HEIGHTS ARE SHOWN. VERIFY FROST DEPTH WITH LOCAL BUILDING CODES FOR YOUR AREA.CODES FOR YOUR AREA. REINFORCING STEELREINFORCING STEEL 8.8.ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCEALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 18" MINIMUM UNLESSWITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 18" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS ANDOTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS ON FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED ANDINTERSECTIONS ON FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY IMPROVED CHAIRS, SPACERS OR TIES SECURED IN PLACE DURING GROUT ORADEQUATELY SUPPORTED BY IMPROVED CHAIRS, SPACERS OR TIES SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL:MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE: USE: PROTECTION:PROTECTION: SLAB AND WALL BARS SLAB AND WALL BARS 1.5"1.5" INTERIOR FACES INTERIOR FACES 1.5" (#5 AND SMALLER)1.5" (#5 AND SMALLER) EXPOSED TO WEATHER OR EARTH EXPOSED TO WEATHER OR EARTH 2" (#5 OR LARGER)2" (#5 OR LARGER) FOOTING BARS FOOTING BARS 3" 3" 9.9.VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE.VENEER SUPPORTS NO LOAD OTHER THAN ITS OWN AND THE VERTICAL DEAD LOAD OF VENEER ABOVE. 10.10.PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1500PSF BEARING CAPACITY (ASSUMED). BOTTOMPLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1500PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW THE FINISHED GRADE. BACKFILL WALLS WITH AOF EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW THE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. 11.11.FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE.FOUNDATION SUPPORT WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE. 12.12.FOUNDATIONS FOR BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12" IN 10' SHALL BEFOUNDATIONS FOR BUILDINGS WHERE THE GROUND SURFACE SLOPES MORE THAN 12" IN 10' SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVELSTEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVEL 13.13.PIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALLPIER FOOTINGS UNDER BEARING WALLS OF POST AND BEAM SYSTEMS AND CONCENTRATED LOADS SHALL HAVE A MINIMUM OF 8" EDGE THICKNESS.HAVE A MINIMUM OF 8" EDGE THICKNESS. 14.14.PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED EARTH.PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED EARTH. 15.15.WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND INWHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR WATER SPLASH AND IN BASEMENTS, PROVIDE A 1" PLINTH ABOVE CONCRETE.BASEMENTS, PROVIDE A 1" PLINTH ABOVE CONCRETE. 16.16.PROVIDE 18" MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12" UNDER WOOD GIRDERS.PROVIDE 18" MINIMUM CRAWLSPACE UNDER WOOD JOISTS AND 12" UNDER WOOD GIRDERS. 17.17.CRAWLSPACE VENTILATION: MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OFCRAWLSPACE VENTILATION: MINIMUM NET AREAS OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDEUNDER FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND PROVIDE CROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITHCROSS VENTILATION. THE OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4" IN DIMENSION.MESH OPENINGS OF 1/4" IN DIMENSION. FRAMING:FRAMING: 18.18.DESIGN CRITERIA FOR LUMBERDESIGN CRITERIA FOR LUMBER TIMBER: TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. BEAMS MDF#2 OR BETTER BEAMS MDF#2 OR BETTER POSTS DF#2 OR BETTER POSTS DF#2 OR BETTER 2x FRAMING HF#2 OR BETTER 2x FRAMING HF#2 OR BETTER 2x TIMBER SHALL BE KILN DRIED. LL GRADES SHALL CONFORM TO ''WWPA GRADING RULES FOR WESTERN 2x TIMBER SHALL BE KILN DRIED. LL GRADES SHALL CONFORM TO ''WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITIONS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.LUMBER", LATEST EDITIONS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPEDOR COMMON NAILS. FASTENERS IN PRESERVATIVE-TREATED WOOD SHALL BE OF DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL MINIMUM NAILING SHALL BE PER IBC TABLEZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304..9.1 UNO. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE2304..9.1 UNO. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE "SIMPSON" . ALL HANGERS FASTENEDPROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE "SIMPSON" . ALL HANGERS FASTENED TO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILEDTO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILED 68.68.FIRESTOPPING:FIRESTOPPING: FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICALFIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORITONAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORYAND HORITONAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THEAND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS.FOLLOWING LOCATIONS. 1.1.IN CONCEALED SPACED OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TOIN CONCEALED SPACED OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOW LEVEL.EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOW LEVEL. 2.2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH ASAT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3.3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ANDIN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS.WALL CAVITIES IN LINE WITH STRINGERS. 4.4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOORAT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL. LEVEL. 11/202011/2020 GENERAL NOTESGENERAL NOTES PARANADAPARANADA