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Home My WebLink AboutGill GarageINDEX OF SHEETS G-101 G-102 C-101 A-101 S-101 R-101 COVER SHEET GENERAL NOTES SITE MAIN LEVEL FND/WALL/ROOF DETAILS FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE IDIDIDID AREAAREAAREAAREA UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE IDIDIDID GARAGEGARAGEGARAGEGARAGE AREAAREAAREAAREA 570570570570 570 ft²570 ft²570 ft²570 ft² 7 VICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAP NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE LOCATION: Rexburg ID ROOF SNOW: 35 PSF GROUND SNOW: 50 PSF WIND SPEED: 115 MPH EXPOSURE: C FROST DEPTH: 36" SEISMIC: D-1 Ss 0.371 S1 0.144 SDS 0.372 SD1 0.222 REGULATION: IRC 2018 Gill GarageGill GarageGill GarageGill Garage DE S C R I P T I O N RE V I S I O N D A T E CO V E R S H E E T SH E E T T I T L E : G-101 PLN# 22-13-019 DR A W N B Y : CH K ' D B Y : WB S PL O T D A T E : 9/ 1 / 2 0 2 2 EN G I N E E R : R A Y M C D O U G A L , P E EI T : 9/1/2022 12 7 E . M a i n S t . S u i t e 1 1 1 Re x b u r g , I D 8 3 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h F o r k D e s i g n G r o u p , L L C Gi l l G a r a g e 32 3 E . 2 N D N . Re x b u r g I D THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 2 0 2 2 | S o u t h f o r k E n g i n e e r i n g | A l l R i g h t s R e s e r v e d . STAIRS:STAIRS:STAIRS:STAIRS: 1111.... ((((RRRR311.7.1311.7.1311.7.1311.7.1)))) MIN WIDTH OF MIN WIDTH OF MIN WIDTH OF MIN WIDTH OF 36363636" " " " WITH MAX HANDRAIL PROJECTION OF WITH MAX HANDRAIL PROJECTION OF WITH MAX HANDRAIL PROJECTION OF WITH MAX HANDRAIL PROJECTION OF 4-1/24-1/24-1/24-1/2" " " " ON EITHER SIDE OF THE STAIRWAYON EITHER SIDE OF THE STAIRWAYON EITHER SIDE OF THE STAIRWAYON EITHER SIDE OF THE STAIRWAY.... 2222.... ((((RRRR311.7.2311.7.2311.7.2311.7.2)))) MIN HEAD ROOM MIN HEAD ROOM MIN HEAD ROOM MIN HEAD ROOM = = = = 6666''''----8888" " " " FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH = = = = 36363636"""" 3333.... ((((RRRR311.7.3311.7.3311.7.3311.7.3)))) MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS I S MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS IS MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS IS MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS IS 151151151151"""" 4444.... ((((RRRR311.7.5311.7.5311.7.5311.7.5)))) MAX RISE MAX RISE MAX RISE MAX RISE = = = = 7-3/47-3/47-3/47-3/4" " " " AND MINIMUM TREAD DEPTH AND MINIMUM TREAD DEPTH AND MINIMUM TREAD DEPTH AND MINIMUM TREAD DEPTH = = = = 10101010" (" (" (" (11111111" " " " TREAD REQUIRED IN ABSENCE OF NOSINGTREAD REQUIRED IN ABSENCE OF NOSINGTREAD REQUIRED IN ABSENCE OF NOSINGTREAD REQUIRED IN ABSENCE OF NOSING.).).).) 5555.... EVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVELEVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVELEVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVELEVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVEL, , , , AT LEAST EQUALAT LEAST EQUALAT LEAST EQUALAT LEAST EQUAL TO THE STAIRWAY WIDTHTO THE STAIRWAY WIDTHTO THE STAIRWAY WIDTHTO THE STAIRWAY WIDTH.... 6666.... A DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOTA DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOTA DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOTA DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOT SWING OVER THE TOP STEPSWING OVER THE TOP STEPSWING OVER THE TOP STEPSWING OVER THE TOP STEP, , , , AND PROVIDED THE TOP STEP IS NO MORE THAN AND PROVIDED THE TOP STEP IS NO MORE THAN AND PROVIDED THE TOP STEP IS NO MORE THAN AND PROVIDED THE TOP STEP IS NO MORE THAN 8888" " " " LOWER THAN FLOOR LEVELLOWER THAN FLOOR LEVELLOWER THAN FLOOR LEVELLOWER THAN FLOOR LEVEL.... 7777.... ((((3333) ) ) ) 1-1/41-1/41-1/41-1/4" " " " X X X X 11-7/811-7/811-7/811-7/8" " " " LVL STRINGERS REQUIRED AT ALL STAIRWAYSLVL STRINGERS REQUIRED AT ALL STAIRWAYSLVL STRINGERS REQUIRED AT ALL STAIRWAYSLVL STRINGERS REQUIRED AT ALL STAIRWAYS.... 8888.... ((((RRRR302.7302.7302.7302.7)))) MIN OF MIN OF MIN OF MIN OF 1/21/21/21/2" " " " GYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND UNDERSIDE OF STAIRSGYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND UNDERSIDE OF STAIRSGYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND UNDERSIDE OF STAIRSGYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND UNDERSIDE OF STAIRS WEATHER PROTECTION / FLASHING:WEATHER PROTECTION / FLASHING:WEATHER PROTECTION / FLASHING:WEATHER PROTECTION / FLASHING: 1111.... INSTALL INSTALL INSTALL INSTALL ((((1111) ) ) ) LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE """"DDDD" " " " OR BETTER OR BETTER OR BETTER OR BETTER ((((15151515LBLBLBLB) ) ) ) FELT UNDER ASPHALT ROOF SHINGLESFELT UNDER ASPHALT ROOF SHINGLESFELT UNDER ASPHALT ROOF SHINGLESFELT UNDER ASPHALT ROOF SHINGLES.... 2222.... ANY ROOF PITCH BETWEEN ANY ROOF PITCH BETWEEN ANY ROOF PITCH BETWEEN ANY ROOF PITCH BETWEEN 2:122:122:122:12 AND AND AND AND 4:124:124:124:12 WILL RECEIVE A DOUBLE LAYER OF GRADE WILL RECEIVE A DOUBLE LAYER OF GRADE WILL RECEIVE A DOUBLE LAYER OF GRADE WILL RECEIVE A DOUBLE LAYER OF GRADE """"DDDD" " " " FELT OR BETTERFELT OR BETTERFELT OR BETTERFELT OR BETTER UNDERLAYMENTUNDERLAYMENTUNDERLAYMENTUNDERLAYMENT.... 3333.... ((((IRC IRC IRC IRC 2018201820182018 R R R R905.1.2905.1.2905.1.2905.1.2 / / / / RRRR905.2.7905.2.7905.2.7905.2.7)))) INSTALL INSTALL INSTALL INSTALL ((((1111) ) ) ) LAYER OF NOLAYER OF NOLAYER OF NOLAYER OF NO. . . . 40404040 COATED ROOFING OR COATED GLASS BASE FROM COATED ROOFING OR COATED GLASS BASE FROM COATED ROOFING OR COATED GLASS BASE FROM COATED ROOFING OR COATED GLASS BASE FROM THE ROOF EAVES TO A LINE THE ROOF EAVES TO A LINE THE ROOF EAVES TO A LINE THE ROOF EAVES TO A LINE 24242424" " " " INSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHERINSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHERINSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHERINSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHER.... 4444.... INSTALL INSTALL INSTALL INSTALL ((((1111) ) ) ) LAYER OF NOLAYER OF NOLAYER OF NOLAYER OF NO. . . . 40404040 COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS.... 5555.... INSTALL INSTALL INSTALL INSTALL ((((1111) ) ) ) LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE """"DDDD" (" (" (" (15151515LBLBLBLB) ) ) ) FELT UNDER ALUMINUM SIDINGFELT UNDER ALUMINUM SIDINGFELT UNDER ALUMINUM SIDINGFELT UNDER ALUMINUM SIDING.... 6666.... INSTALL INSTALL INSTALL INSTALL ((((1111) ) ) ) LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE """"DDDD" (" (" (" (15151515LBLBLBLB) ) ) ) FELT UNDER BRICKFELT UNDER BRICKFELT UNDER BRICKFELT UNDER BRICK////STONE VENEERSTONE VENEERSTONE VENEERSTONE VENEER.... 7777.... INSTALL INSTALL INSTALL INSTALL ((((2222) ) ) ) LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE LAYER OF GRADE """"DDDD" (" (" (" (15151515LBLBLBLB) ) ) ) FELT UNDER EXTERIOR INSULATION FINISH SYSTEM FELT UNDER EXTERIOR INSULATION FINISH SYSTEM FELT UNDER EXTERIOR INSULATION FINISH SYSTEM FELT UNDER EXTERIOR INSULATION FINISH SYSTEM ((((EFIS EFIS EFIS EFIS / / / / STUCCOSTUCCOSTUCCOSTUCCO).).).). OVERLAP ALL SEAMSOVERLAP ALL SEAMSOVERLAP ALL SEAMSOVERLAP ALL SEAMS.... 8888.... PROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATIONPROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATIONPROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATIONPROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATION, , , , ( ( ( ( OR BRICK AND EFIS TRANSITIONSOR BRICK AND EFIS TRANSITIONSOR BRICK AND EFIS TRANSITIONSOR BRICK AND EFIS TRANSITIONS) ) ) ) WHERE WATERWHERE WATERWHERE WATERWHERE WATER FROM WEATHER BARRIER COULD HAVE ENTERED DWELLINGFROM WEATHER BARRIER COULD HAVE ENTERED DWELLINGFROM WEATHER BARRIER COULD HAVE ENTERED DWELLINGFROM WEATHER BARRIER COULD HAVE ENTERED DWELLING.... 9999.... PROVIDE METAL FLASHING OR PROVIDE METAL FLASHING OR PROVIDE METAL FLASHING OR PROVIDE METAL FLASHING OR 15151515LB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHESLB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHESLB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHESLB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHES , , , , LANDINGSLANDINGSLANDINGSLANDINGS,,,, STEPSSTEPSSTEPSSTEPS, , , , AND STAIRSAND STAIRSAND STAIRSAND STAIRS.... 10101010.... PROVIDE PROVIDE PROVIDE PROVIDE 9999" " " " FLASHINGFLASHINGFLASHINGFLASHING, , , , COUNTER FLASHINGCOUNTER FLASHINGCOUNTER FLASHINGCOUNTER FLASHING, , , , AND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORSAND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORSAND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORSAND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORS.... WINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURERWINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURERWINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURERWINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURER.... RADON MITIGATION:RADON MITIGATION:RADON MITIGATION:RADON MITIGATION: 1111. . . . RADON MITIGATION PER IRC AF RADON MITIGATION PER IRC AF RADON MITIGATION PER IRC AF RADON MITIGATION PER IRC AF 101101101101 IN CRAWL SPACE OR UNDER SLAB ON GRAD PRESSURIZATION SYSTEM IN CRAWL SPACE OR UNDER SLAB ON GRAD PRESSURIZATION SYSTEM IN CRAWL SPACE OR UNDER SLAB ON GRAD PRESSURIZATION SYSTEM IN CRAWL SPACE OR UNDER SLAB ON GRAD PRESSURIZATION SYSTEM ((((PASSIVEPASSIVEPASSIVEPASSIVE) ) ) ) RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH 12121212" " " " OVERLAP ON PLASTICOVERLAP ON PLASTICOVERLAP ON PLASTICOVERLAP ON PLASTIC JOINTSJOINTSJOINTSJOINTS. . . . VERTICAL TERMINATION OF RADON PIPE THRU THE MECHANICAL ROOM THRU THE ROOFVERTICAL TERMINATION OF RADON PIPE THRU THE MECHANI CAL ROOM THRU THE ROOFVERTICAL TERMINATION OF RADON PIPE THRU THE MECHANI CAL ROOM THRU THE ROOFVERTICAL TERMINATION OF RADON PIPE THRU THE MECHANI CAL ROOM THRU THE ROOF. . . . VENTVENTVENTVENT////FANFANFANFAN LOCATIONS TO BE VERIFIED IN FIELDLOCATIONS TO BE VERIFIED IN FIELDLOCATIONS TO BE VERIFIED IN FIELDLOCATIONS TO BE VERIFIED IN FIELD.... EXCAVATION, BACKFILL, AND GRADING:EXCAVATION, BACKFILL, AND GRADING:EXCAVATION, BACKFILL, AND GRADING:EXCAVATION, BACKFILL, AND GRADING: 1111.... ALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURALALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURALALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURALALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURAL, , , , UNDISTURBED SOILUNDISTURBED SOILUNDISTURBED SOILUNDISTURBED SOIL, , , , OR ENGINEERED FILL TO COMPACTIONOR ENGINEERED FILL TO COMPACTIONOR ENGINEERED FILL TO COMPACTIONOR ENGINEERED FILL TO COMPACTION OF OF OF OF 95%95%95%95% IN IN IN IN 8888" " " " LIFTSLIFTSLIFTSLIFTS. . . . SHALLOW FOUNDATIONS SHALL COMPLY WITH SHALLOW FOUNDATIONS SHALL COMPLY WITH SHALLOW FOUNDATIONS SHALL COMPLY WITH SHALLOW FOUNDATIONS SHALL COMPLY WITH ((((IBC IBC IBC IBC 1809180918091809).).).). 2222.... ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINEALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINEALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINEALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINE.... 3333.... ((((RRRR401.3401.3401.3401.3) ) ) ) FINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGFINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGFINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGFINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONSFOUNDATIONSFOUNDATIONSFOUNDATIONS. . . . MIN OF MIN OF MIN OF MIN OF 6666" " " " IN FIRST IN FIRST IN FIRST IN FIRST 10101010''''.... 4444.... ((((2018201820182018 IRC R IRC R IRC R IRC R404.1.7404.1.7404.1.7404.1.7) ) ) ) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENTBACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENTBACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENTBACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVESTRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVESTRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVESTRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, , , , OR HAS BEEN SUFFICIENTLY BRACED TO PREVENTOR HAS BEEN SUFFICIENTLY BRACED TO PREVENTOR HAS BEEN SUFFICIENTLY BRACED TO PREVENTOR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILLDAMAGE BY THE BACKFILLDAMAGE BY THE BACKFILLDAMAGE BY THE BACKFILL.... 5555. . . . ALL RETAINING WALLS REQUIRE DRAINAGE PER RALL RETAINING WALLS REQUIRE DRAINAGE PER RALL RETAINING WALLS REQUIRE DRAINAGE PER RALL RETAINING WALLS REQUIRE DRAINAGE PER R405.1405.1405.1405.1; ; ; ; CONNECT TO APPROVED DISCHARGE POINTCONNECT TO APPROVED DISCHARGE POINTCONNECT TO APPROVED DISCHARGE POINTCONNECT TO APPROVED DISCHARGE POINT. . . . APPROVEDAPPROVEDAPPROVEDAPPROVED FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK ((((RRRR405.1405.1405.1405.1 FOR OTHER FOR OTHER FOR OTHER FOR OTHER DRAIN TYPES AND MATERIALSDRAIN TYPES AND MATERIALSDRAIN TYPES AND MATERIALSDRAIN TYPES AND MATERIALS )))) FIRE PROTECTION AND WARNING:FIRE PROTECTION AND WARNING:FIRE PROTECTION AND WARNING:FIRE PROTECTION AND WARNING: 1111.... ((((RRRR302.6302.6302.6302.6) ) ) ) PROVIDE ONE LAYER OF PROVIDE ONE LAYER OF PROVIDE ONE LAYER OF PROVIDE ONE LAYER OF 5/85/85/85/8" " " " TYPE TYPE TYPE TYPE """"XXXX" " " " GYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMONGYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMONGYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMONGYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMON TO LIVING AREASTO LIVING AREASTO LIVING AREASTO LIVING AREAS, , , , WALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTSWALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTSWALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTSWALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTS.... 2222.... ((((RRRR302.7302.7302.7302.7) ) ) ) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE ANDENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE ANDENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE ANDENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/21/21/21/2" " " " GYP BOARDGYP BOARDGYP BOARDGYP BOARD.... 3333.... ((((RRRR302.5.1302.5.1302.5.1302.5.1) ) ) ) DOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOODDOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOODDOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOODDOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOOD, , , , SOLID OR HONEYCOMB CORESOLID OR HONEYCOMB CORESOLID OR HONEYCOMB CORESOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN STEEL DOOR NOT LESS THAN STEEL DOOR NOT LESS THAN STEEL DOOR NOT LESS THAN 1-3/81-3/81-3/81-3/8" " " " THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN 20202020MIN WHENMIN WHENMIN WHENMIN WHEN TESTEDTESTEDTESTEDTESTED.... 4444.... ((((RRRR302.5.1302.5.1302.5.1302.5.1) ) ) ) MUST HAVE TWO SELF CLOSING HINGES ON MUST HAVE TWO SELF CLOSING HINGES ON MUST HAVE TWO SELF CLOSING HINGES ON MUST HAVE TWO SELF CLOSING HINGES ON 20202020 MINUTE RATED DOORS MINUTE RATED DOORS MINUTE RATED DOORS MINUTE RATED DOORS.... 5555.... ((((RRRR314314314314) ) ) ) SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODESSMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODESSMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODESSMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODES. . . . WIRED IN SERIES WITHWIRED IN SERIES WITHWIRED IN SERIES WITHWIRED IN SERIES WITH BATTERY BACKUP ON DEDICATED BREAKERBATTERY BACKUP ON DEDICATED BREAKERBATTERY BACKUP ON DEDICATED BREAKERBATTERY BACKUP ON DEDICATED BREAKER.... RAILINGS:RAILINGS:RAILINGS:RAILINGS: 1111.... HANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOU R OR MORE RISERSHANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR OR MORE RISERSHANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR OR MORE RISERSHANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR OR MORE RISERS. . . . SEE SEE SEE SEE ((((SECTION RSECTION RSECTION RSECTION R311.7.8.5311.7.8.5311.7.8.5311.7.8.5)))) FORFORFORFOR GRIP SIZE OPTIONS GRIP SIZE OPTIONS GRIP SIZE OPTIONS GRIP SIZE OPTIONS ((((REFERENCE REFERENCE REFERENCE REFERENCE 2018201820182018 IRC R IRC R IRC R IRC R311311311311 & & & & RRRR312312312312)))) 2222.... PROVIDE PROVIDE PROVIDE PROVIDE 1-1/41-1/41-1/41-1/4" " " " TO TO TO TO 2-5/82-5/82-5/82-5/8" " " " HANDRAILS HANDRAILS HANDRAILS HANDRAILS 34343434" " " " TO TO TO TO 38383838" " " " IN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TOIN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TOIN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TOIN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TO WALLWALLWALLWALL, , , , NEWEL POSTNEWEL POSTNEWEL POSTNEWEL POST, , , , OR SAFETY TERMINALOR SAFETY TERMINALOR SAFETY TERMINALOR SAFETY TERMINAL. . . . OR OR OR OR 12121212" " " " PAST LAST TREADPAST LAST TREADPAST LAST TREADPAST LAST TREAD.... 3333.... HANDRAILS DEEPER THEN HANDRAILS DEEPER THEN HANDRAILS DEEPER THEN HANDRAILS DEEPER THEN 2-5/82-5/82-5/82-5/8" " " " SHALL HAVE A FINGER GROOVE SHALL HAVE A FINGER GROOVE SHALL HAVE A FINGER GROOVE SHALL HAVE A FINGER GROOVE 3/43/43/43/4" " " " X X X X 1/41/41/41/4" " " " DEEP ROUTED THE ENTIRE LENGTH OFDEEP ROUTED THE ENTIRE LENGTH OFDEEP ROUTED THE ENTIRE LENGTH OFDEEP ROUTED THE ENTIRE LENGTH OF AT LEAST ONE SIDE OF HANDRAILAT LEAST ONE SIDE OF HANDRAILAT LEAST ONE SIDE OF HANDRAILAT LEAST ONE SIDE OF HANDRAIL.... 4444.... GUARDS SHALL BE LOCATED ALONG OPENGUARDS SHALL BE LOCATED ALONG OPENGUARDS SHALL BE LOCATED ALONG OPENGUARDS SHALL BE LOCATED ALONG OPEN----SIDED WALKING SURFACES INCLUDING STAIRSSIDED WALKING SURFACES INCLUDING STAIRSSIDED WALKING SURFACES INCLUDING STAIRSSIDED WALKING SURFACES INCLUDING STAIRS, , , , RAMPS AND LANDINGRAMPS AND LANDINGRAMPS AND LANDINGRAMPS AND LANDING,,,, THAT ARE LOCATED MORE THAN THAT ARE LOCATED MORE THAN THAT ARE LOCATED MORE THAN THAT ARE LOCATED MORE THAN 30303030” ” ” ” ABOVE LEVEL BELOWABOVE LEVEL BELOWABOVE LEVEL BELOWABOVE LEVEL BELOW. . . . GUARD HEIGHT SHALL NOT BE LESS THAN GUARD HEIGHT SHALL NOT BE LESS THAN GUARD HEIGHT SHALL NOT BE LESS THAN GUARD HEIGHT SHALL NOT BE LESS THAN 36363636”””” 5555.... GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OFGUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OFGUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OFGUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE A SPHERE A SPHERE A SPHERE 4444” ” ” ” IN DIAMETERIN DIAMETERIN DIAMETERIN DIAMETER.... FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE: 1111.... SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZESEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZESEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZESEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, , , , REBAR SPACINGREBAR SPACINGREBAR SPACINGREBAR SPACING, & , & , & , & JJJJ----BOLTBOLTBOLTBOLT/ / / / ANCHOR LOCATIONSANCHOR LOCATIONSANCHOR LOCATIONSANCHOR LOCATIONS.... 2222.... PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATIONPRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATIONPRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATIONPRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION 3333.... SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENTSEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENTSEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENTSEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. . . . ALL FOOTINGS TO BEAR ON APPROVEDALL FOOTINGS TO BEAR ON APPROVEDALL FOOTINGS TO BEAR ON APPROVEDALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOILSTRUCTURAL FILL OR UNDISTURBED SOILSTRUCTURAL FILL OR UNDISTURBED SOILSTRUCTURAL FILL OR UNDISTURBED SOIL.... 4444.... ((((IBC IBC IBC IBC 1806.21806.21806.21806.2) ) ) ) FOOTING DESIGN IS BASED ON SOIL LOADFOOTING DESIGN IS BASED ON SOIL LOADFOOTING DESIGN IS BASED ON SOIL LOADFOOTING DESIGN IS BASED ON SOIL LOAD----BEARING CAPACITY OF BEARING CAPACITY OF BEARING CAPACITY OF BEARING CAPACITY OF 1500150015001500 PSF BASED ON A CLAY PSF BASED ON A CLAY PSF BASED ON A CLAY PSF BASED ON A CLAY,,,, SANDY CLAYSANDY CLAYSANDY CLAYSANDY CLAY, , , , SILTY CLAYSILTY CLAYSILTY CLAYSILTY CLAY, , , , CLAYEY SILTCLAYEY SILTCLAYEY SILTCLAYEY SILT, , , , SILTSILTSILTSILT, , , , AND SANDY SILTAND SANDY SILTAND SANDY SILTAND SANDY SILT. . . . IF CONTRACTORS ENCOUNTER EXPANSIVE SOILSIF CONTRACTORS ENCOUNTER EXPANSIVE SOILSIF CONTRACTORS ENCOUNTER EXPANSIVE SOILSIF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMSOR OTHER PROBLEMSOR OTHER PROBLEMSOR OTHER PROBLEMS, , , , THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THATTHE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THATTHE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THATTHE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREAAREAAREAAREA. . . . BEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTUREBEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTUREBEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTUREBEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTURE.... 5555.... CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28282828 DAY MINIMUM COMPRESSIVE STRENGTH OF DAY MINIMUM COMPRESSIVE STRENGTH OF DAY MINIMUM COMPRESSIVE STRENGTH OF DAY MINIMUM COMPRESSIVE STRENGTH OF 3000300030003000 PSI PSI PSI PSI. . . . 2500250025002500 PSI USED IN DESIGN PSI USED IN DESIGN PSI USED IN DESIGN PSI USED IN DESIGN, , , , THEREFORE NO SPECIAL INSPECTIONSTHEREFORE NO SPECIAL INSPECTIONSTHEREFORE NO SPECIAL INSPECTIONSTHEREFORE NO SPECIAL INSPECTIONS.... 6666. . . . """"LAP REBAR SPLICES IN ACCORDANCE WITH LAP REBAR SPLICES IN ACCORDANCE WITH LAP REBAR SPLICES IN ACCORDANCE WITH LAP REBAR SPLICES IN ACCORDANCE WITH 2018201820182018 IRC IRC IRC IRC 403.1.5.4403.1.5.4403.1.5.4403.1.5.4. . . . THE MAXIMUM GAP BETWEEN NONCONTACTTHE MAXIMUM GAP BETWEEN NONCONTACTTHE MAXIMUM GAP BETWEEN NONCONTACTTHE MAXIMUM GAP BETWEEN NONCONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF 1/51/51/51/5 THE REQUIRED LAP LENGTH AND THE REQUIRED LAP LENGTH AND THE REQUIRED LAP LENGTH AND THE REQUIRED LAP LENGTH AND 6666 INCHESINCHESINCHESINCHES.... 7777.... REINFORCING STEEL SHALL BE GRADE REINFORCING STEEL SHALL BE GRADE REINFORCING STEEL SHALL BE GRADE REINFORCING STEEL SHALL BE GRADE 60606060 FOR ALL REBAR FOR ALL REBAR FOR ALL REBAR FOR ALL REBAR.... 8888.... ((((2018201820182018 IRC SECTION IRC SECTION IRC SECTION IRC SECTION 406406406406) ) ) ) DAMP PROOFINGDAMP PROOFINGDAMP PROOFINGDAMP PROOFING 9999.... CRAWL SPACE VENTILATION CRAWL SPACE VENTILATION CRAWL SPACE VENTILATION CRAWL SPACE VENTILATION @ @ @ @ 1:1501:1501:1501:150 RATIO RATIO RATIO RATIO & & & & PLACE PLACE PLACE PLACE ((((1111) ) ) ) VENT WITHIN VENT WITHIN VENT WITHIN VENT WITHIN 3333' ' ' ' OF EACH CORNEROF EACH CORNEROF EACH CORNEROF EACH CORNER.... 10101010.... ((((2018201820182018 IRC R IRC R IRC R IRC R408.4408.4408.4408.4) ) ) ) 18181818" " " " X X X X 24242424" " " " MINIMUM CRAWLSPACE ACCESS HOLEMINIMUM CRAWLSPACE ACCESS HOLEMINIMUM CRAWLSPACE ACCESS HOLEMINIMUM CRAWLSPACE ACCESS HOLE.... 11111111.... THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTL Y ON THE GROUND SHALL NOT BE LESS THAN THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTL Y ON THE GROUND SHALL NOT BE LESS THAN THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTL Y ON THE GROUND SHALL NOT BE LESS THAN 3.53.53.53.5"""" ((((98989898 MM MM MM MM). ). ). ). AAAA6666----MIL MIL MIL MIL ((((0.0060.0060.0060.006 INCH INCH INCH INCH; ; ; ; 0.150.150.150.15 MM MM MM MM) ) ) ) POLYETHYLENE VAPOR RETARDERPOLYETHYLENE VAPOR RETARDERPOLYETHYLENE VAPOR RETARDERPOLYETHYLENE VAPOR RETARDER. . . . CONTROL JOINTS CONTROL JOINTS CONTROL JOINTS CONTROL JOINTS @ @ @ @ 25252525' ' ' ' OOOO....CCCC. . . . MAX EAMAX EAMAX EAMAX EA. . . . DIRDIRDIRDIR. . . . OROROROR CENTERED PER OWNER PREFERENCECENTERED PER OWNER PREFERENCECENTERED PER OWNER PREFERENCECENTERED PER OWNER PREFERENCE .... 12121212.... COMPLY WCOMPLY WCOMPLY WCOMPLY W/ / / / ACI ACI ACI ACI 306306306306R COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TOR COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TOR COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TOR COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO DROP BELOW DROP BELOW DROP BELOW DROP BELOW 40404040ºF FOR ºF FOR ºF FOR ºF FOR 3333 OR MORE SUCCESSIVE DAYS OR MORE SUCCESSIVE DAYS OR MORE SUCCESSIVE DAYS OR MORE SUCCESSIVE DAYS. . . . DO NOT PLACE CONCRETE AGAINST FROZEN EARTHDO NOT PLACE CONCRETE AGAINST FROZEN EARTHDO NOT PLACE CONCRETE AGAINST FROZEN EARTHDO NOT PLACE CONCRETE AGAINST FROZEN EARTH.... 13131313.... COMPLY WITH ACI COMPLY WITH ACI COMPLY WITH ACI COMPLY WITH ACI 305305305305R HOT WEATHER CONCRETE STANDARDSR HOT WEATHER CONCRETE STANDARDSR HOT WEATHER CONCRETE STANDARDSR HOT WEATHER CONCRETE STANDARDS.... 14141414.... CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHSCONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHSCONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHSCONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHS NOT TO EXCEED NOT TO EXCEED NOT TO EXCEED NOT TO EXCEED 20202020 FEET IN ANY DIRECTION FEET IN ANY DIRECTION FEET IN ANY DIRECTION FEET IN ANY DIRECTION.... 15151515.... ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTUREALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTUREALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTUREALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE, , , , UUUU....NNNN....O ONO ONO ONO ON THE DRAWINGSTHE DRAWINGSTHE DRAWINGSTHE DRAWINGS. . . . ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTSALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTSALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTSALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTS.... 16161616. . . . ANCHOR BOLTS SHALL BE AANCHOR BOLTS SHALL BE AANCHOR BOLTS SHALL BE AANCHOR BOLTS SHALL BE A36363636/ / / / FFFF1554155415541554 GRADE GRADE GRADE GRADE 36363636 OR BETTER OR BETTER OR BETTER OR BETTER. . . . CONTRACTOR SHALL COMPLY WITH FOUNDATIONCONTRACTOR SHALL COMPLY WITH FOUNDATIONCONTRACTOR SHALL COMPLY WITH FOUNDATIONCONTRACTOR SHALL COMPLY WITH FOUNDATION ANCHORAGE PER IRC ANCHORAGE PER IRC ANCHORAGE PER IRC ANCHORAGE PER IRC 2018201820182018 R R R R403.1.6403.1.6403.1.6403.1.6(.(.(.(.1111)))) 17171717. . . . ((((2018201820182018 IRC R IRC R IRC R IRC R403.1.3.1403.1.3.1403.1.3.1403.1.3.1) ) ) ) CONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FORCONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FORCONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FORCONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FOR REINFORCEMENT UREINFORCEMENT UREINFORCEMENT UREINFORCEMENT U....NNNN....O ON FOUNDATION WALLSO ON FOUNDATION WALLSO ON FOUNDATION WALLSO ON FOUNDATION WALLS 18181818. . . . ((((2018201820182018 IRC R IRC R IRC R IRC R403.1.3.5.3403.1.3.5.3403.1.3.5.3403.1.3.5.3) ) ) ) ALL REINFORCEMENT SHALL BE SECURED IN THE POPER LOCATION IN THE FORMS WITH TIEALL REINFORCEMENT SHALL BE SECURED IN THE POPER LOCATION IN THE FORMS WITH TIEALL REINFORCEMENT SHALL BE SECURED IN THE POPER LOCATION IN THE FORMS WITH TIEALL REINFORCEMENT SHALL BE SECURED IN THE POPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENTWIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENTWIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENTWIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT OPERATIONOPERATIONOPERATIONOPERATION. . . . CAST AGAINST EARTH SHALL HAVE A MINCAST AGAINST EARTH SHALL HAVE A MINCAST AGAINST EARTH SHALL HAVE A MINCAST AGAINST EARTH SHALL HAVE A MIN. . . . COVER OF COVER OF COVER OF COVER OF 3333"""", , , , REMOVABLE FORMS THAT WILL BE EXPOSEDREMOVABLE FORMS THAT WILL BE EXPOSEDREMOVABLE FORMS THAT WILL BE EXPOSEDREMOVABLE FORMS THAT WILL BE EXPOSED TO EARTH OR WEATHER SHALL BE TO EARTH OR WEATHER SHALL BE TO EARTH OR WEATHER SHALL BE TO EARTH OR WEATHER SHALL BE 1.51.51.51.5" " " " FOR NOFOR NOFOR NOFOR NO. . . . 5555 BARS AND SMALLER BARS AND SMALLER BARS AND SMALLER BARS AND SMALLER, , , , AND FOR NOAND FOR NOAND FOR NOAND FOR NO. . . . 6666 BARS AND LARGER BARS AND LARGER BARS AND LARGER BARS AND LARGER, , , , 2222". ". ". ". FORFORFORFOR CONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WATHERCONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WATHERCONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WATHERCONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WATHER, , , , AND FORAND FORAND FORAND FOR CONCRETE CAST IN STAYCONCRETE CAST IN STAYCONCRETE CAST IN STAYCONCRETE CAST IN STAY----ININININ----PLACE FORMSPLACE FORMSPLACE FORMSPLACE FORMS, , , , MINMINMINMIN. . . . COVER SHALL BE COVER SHALL BE COVER SHALL BE COVER SHALL BE 3/43/43/43/4".".".". GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE: 1111.... EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2222xxxx6666 FRAMING FRAMING FRAMING FRAMING @ @ @ @ 16161616" " " " OOOO....CCCC. . . . UUUU....NNNN....OOOO.... 2222.... IF LUMBER GRADING IS NOT SPECIFIEDIF LUMBER GRADING IS NOT SPECIFIEDIF LUMBER GRADING IS NOT SPECIFIEDIF LUMBER GRADING IS NOT SPECIFIED, , , , ASSUME SPFASSUME SPFASSUME SPFASSUME SPF#2#2#2#2 OR BETTER OR BETTER OR BETTER OR BETTER.... 3333.... WOOD STRUCTURAL PANELS TO CONFORM TO IBC WOOD STRUCTURAL PANELS TO CONFORM TO IBC WOOD STRUCTURAL PANELS TO CONFORM TO IBC WOOD STRUCTURAL PANELS TO CONFORM TO IBC 2306.32306.32306.32306.3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS 4.3.64.3.64.3.64.3.6 & & & & 4.3.74.3.74.3.74.3.7. (. (. (. (SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENINGSEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENINGSEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENINGSEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.).).).) 4444.... ENSURE THAT WALLS TALLER THAN ENSURE THAT WALLS TALLER THAN ENSURE THAT WALLS TALLER THAN ENSURE THAT WALLS TALLER THAN 10101010' ' ' ' HAVE BLOCKING HAVE BLOCKING HAVE BLOCKING HAVE BLOCKING @ @ @ @ PANEL EDGES AND FIRE BLOCKINGPANEL EDGES AND FIRE BLOCKINGPANEL EDGES AND FIRE BLOCKINGPANEL EDGES AND FIRE BLOCKING.... 5555.... ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTSENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTSENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTSENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.... 6666.... ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNSENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNSENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNSENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKINGIN LOWER FLOORS OR SOLID BLOCKINGIN LOWER FLOORS OR SOLID BLOCKINGIN LOWER FLOORS OR SOLID BLOCKING. . . . PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWERPROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWERPROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWERPROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.... 7777.... INSTALL ALL HANGERSINSTALL ALL HANGERSINSTALL ALL HANGERSINSTALL ALL HANGERS, , , , HOLD DOWNSHOLD DOWNSHOLD DOWNSHOLD DOWNS, , , , TIESTIESTIESTIES, , , , AND ANCHORS AND ANCHORS AND ANCHORS AND ANCHORS & & & & CAPS AS SPECIFIED PER MANUFACTURERCAPS AS SPECIFIED PER MANUFACTURERCAPS AS SPECIFIED PER MANUFACTURERCAPS AS SPECIFIED PER MANUFACTURER DOCUMENTATIONDOCUMENTATIONDOCUMENTATIONDOCUMENTATION.... 8888.... ENSURE THAT WINDOWS ENSURE THAT WINDOWS ENSURE THAT WINDOWS ENSURE THAT WINDOWS & & & & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALLDOORS ARE FLASHED AND SEALED OVER AN APPROVED WALLDOORS ARE FLASHED AND SEALED OVER AN APPROVED WALLDOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL////ROOFING MEMBRANE TOROOFING MEMBRANE TOROOFING MEMBRANE TOROOFING MEMBRANE TO ENSURE MOISTURE PROTECTIONENSURE MOISTURE PROTECTIONENSURE MOISTURE PROTECTIONENSURE MOISTURE PROTECTION 9999.... INSTALL SIDING PER MANUFACTURER REQINSTALL SIDING PER MANUFACTURER REQINSTALL SIDING PER MANUFACTURER REQINSTALL SIDING PER MANUFACTURER REQ...., , , , INCLUDING RAIN SCREEN OR OTHERINCLUDING RAIN SCREEN OR OTHERINCLUDING RAIN SCREEN OR OTHERINCLUDING RAIN SCREEN OR OTHER.... 10101010.... ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORT AND BRACED WHERE THEY CONNECT TO THE LIGHTENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORT AND BRACED WHERE THEY CONNECT TO THE LIGHTENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORT AND BRACED WHERE THEY CONNECT TO THE LIGHTENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORT AND BRACED WHERE THEY CONNECT TO THE LIGHT FRAME STRUCTUREFRAME STRUCTUREFRAME STRUCTUREFRAME STRUCTURE.... 11111111.... ((((IBC IBC IBC IBC 2308.4.2.42308.4.2.42308.4.2.42308.4.2.4) ) ) ) DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGSDO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGSDO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGSDO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGS 12121212. . . . INSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTSINSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTSINSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTSINSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTS.... DO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERSDO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERSDO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERSDO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERS, , , , UNLESS APPROVED PER MANUFACTURERUNLESS APPROVED PER MANUFACTURERUNLESS APPROVED PER MANUFACTURERUNLESS APPROVED PER MANUFACTURER.... 13131313.... PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTSPLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTSPLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTSPLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTS.... 14141414.... WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE GRAIN INSTEAD OF TOENAILWHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICU LAR TO THE GRAIN INSTEAD OF TOENAILWHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICU LAR TO THE GRAIN INSTEAD OF TOENAILWHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICU LAR TO THE GRAIN INSTEAD OF TOENAIL.... 15151515.... GLUEGLUEGLUEGLUE----LAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWINGLAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWINGLAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWINGLAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWING:::: AAAA. (. (. (. (IBC REPORT IBC REPORT IBC REPORT IBC REPORT 2519251925192519) ) ) ) IIII....BBBB....CCCC. . . . COMBINATION COMBINATION COMBINATION COMBINATION 24242424FFFF----VVVV4444 FOR SIMPLE SPANS FOR SIMPLE SPANS FOR SIMPLE SPANS FOR SIMPLE SPANS, , , , 24242424FFFF----VVVV8888 FOR MULTIPLE SPANS OR FOR MULTIPLE SPANS OR FOR MULTIPLE SPANS OR FOR MULTIPLE SPANS OR CANTILEVER BEAMSCANTILEVER BEAMSCANTILEVER BEAMSCANTILEVER BEAMS. . . . LUMBER SHALL BE DOUGLAS FIR LUMBER SHALL BE DOUGLAS FIR LUMBER SHALL BE DOUGLAS FIR LUMBER SHALL BE DOUGLAS FIR 2400240024002400 PSI PSI PSI PSI. . . . CAMBER FOR DEAD LOAD AS SHOWN ONCAMBER FOR DEAD LOAD AS SHOWN ONCAMBER FOR DEAD LOAD AS SHOWN ONCAMBER FOR DEAD LOAD AS SHOWN ON DRAWINGSDRAWINGSDRAWINGSDRAWINGS.... BBBB. . . . FAILURE OF GLUEFAILURE OF GLUEFAILURE OF GLUEFAILURE OF GLUE----LAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OFLAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OFLAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OFLAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OF BEAM IS NECESSARYBEAM IS NECESSARYBEAM IS NECESSARYBEAM IS NECESSARY.... CCCC. . . . WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTUREWET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTUREWET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTUREWET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTURE.... ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE: 1111.... ROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATEDROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATEDROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATEDROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATED IN ADDITION TO ANY AND ALL DRIFTING LOADSIN ADDITION TO ANY AND ALL DRIFTING LOADSIN ADDITION TO ANY AND ALL DRIFTING LOADSIN ADDITION TO ANY AND ALL DRIFTING LOADS, , , , WIND LOADSWIND LOADSWIND LOADSWIND LOADS, , , , EQUIPMENT LOADS AND OTHER LOADS AS INDICATEDEQUIPMENT LOADS AND OTHER LOADS AS INDICATEDEQUIPMENT LOADS AND OTHER LOADS AS INDICATEDEQUIPMENT LOADS AND OTHER LOADS AS INDICATED ON FRAMING PLANON FRAMING PLANON FRAMING PLANON FRAMING PLAN.... 2222.... TRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILSTRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILSTRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILSTRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILS 3333.... SIMPSON HSIMPSON HSIMPSON HSIMPSON H1111 TIES OR BETTER TIES OR BETTER TIES OR BETTER TIES OR BETTER @ @ @ @ EAEAEAEA. . . . TRUSSTRUSSTRUSSTRUSS.... 4444.... PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSESPROVIDE GANG STUDS UNDER ALL GIRDER TRUSSESPROVIDE GANG STUDS UNDER ALL GIRDER TRUSSESPROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES, , , , PLY TO MATCH PLY OF GIRDER TRUSS UPLY TO MATCH PLY OF GIRDER TRUSS UPLY TO MATCH PLY OF GIRDER TRUSS UPLY TO MATCH PLY OF GIRDER TRUSS U....NNNN....OOOO.... 5.5.5.5. 5/85/85/85/8 OSB DECKING OSB DECKING OSB DECKING OSB DECKING 16161616 GAUGE STAPLES OR BETTER GAUGE STAPLES OR BETTER GAUGE STAPLES OR BETTER GAUGE STAPLES OR BETTER 3/123/123/123/12 SPACING SPACING SPACING SPACING.... 6666.... ICE ICE ICE ICE ////WATER BARRIER WATER BARRIER WATER BARRIER WATER BARRIER @ @ @ @ ALL EDGESALL EDGESALL EDGESALL EDGES, , , , EAVESEAVESEAVESEAVES, , , , GABLESGABLESGABLESGABLES, , , , RIDGES RIDGES RIDGES RIDGES & & & & VALLEYS TO VALLEYS TO VALLEYS TO VALLEYS TO 24242424" " " " OF INTERIOR DIMENSIONOF INTERIOR DIMENSIONOF INTERIOR DIMENSIONOF INTERIOR DIMENSION. (. (. (. (SEE SEE SEE SEE #6#6#6#6 IN WEATHER PROTECTION AND FLASHING SECTIONIN WEATHER PROTECTION AND FLASHING SECTIONIN WEATHER PROTECTION AND FLASHING SECTIONIN WEATHER PROTECTION AND FLASHING SECTION)))) 7777.... ROOFING FELT ROOFING FELT ROOFING FELT ROOFING FELT ((((SEE WEATHER PROTECTION AND FLASHING SECTIONSEE WEATHER PROTECTION AND FLASHING SECTIONSEE WEATHER PROTECTION AND FLASHING SECTIONSEE WEATHER PROTECTION AND FLASHING SECTION)))) 8888.... DRIP EDGE DRIP EDGE DRIP EDGE DRIP EDGE & & & & SHINGLESSHINGLESSHINGLESSHINGLES////METAL PER OWNERMETAL PER OWNERMETAL PER OWNERMETAL PER OWNER////BUILDERBUILDERBUILDERBUILDER.... 9999.... ((((2222) ) ) ) SIMPSON HSIMPSON HSIMPSON HSIMPSON H2.52.52.52.5A CLIPS A CLIPS A CLIPS A CLIPS @ @ @ @ EACH GIRDER TRUSS UEACH GIRDER TRUSS UEACH GIRDER TRUSS UEACH GIRDER TRUSS U....NNNN....OOOO.... 10101010.... PROVIDE ATTIC VENTILATION PROVIDE ATTIC VENTILATION PROVIDE ATTIC VENTILATION PROVIDE ATTIC VENTILATION @ @ @ @ 1:1501:1501:1501:150 OR PER LOCAL CODE OR PER LOCAL CODE OR PER LOCAL CODE OR PER LOCAL CODE. . . . ENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVEENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVEENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVEENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATECROSS VENTILATION FOR EACH SEPARATECROSS VENTILATION FOR EACH SEPARATECROSS VENTILATION FOR EACH SEPARATE SPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THESPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THESPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THESPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOWENTRANCE OF RAIN OR SNOWENTRANCE OF RAIN OR SNOWENTRANCE OF RAIN OR SNOW.... GENERAL STRUCTURAL NOTE:GENERAL STRUCTURAL NOTE:GENERAL STRUCTURAL NOTE:GENERAL STRUCTURAL NOTE: 1111.... ((((IBC SECTION IBC SECTION IBC SECTION IBC SECTION 101.3101.3101.3101.3) ) ) ) THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDTHE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDTHE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDTHE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFEPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFEPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFEPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, , , , NOT TO LIMIT DAMAGE ORNOT TO LIMIT DAMAGE ORNOT TO LIMIT DAMAGE ORNOT TO LIMIT DAMAGE OR MAINTAIN FUNCTIONMAINTAIN FUNCTIONMAINTAIN FUNCTIONMAINTAIN FUNCTION.... 2222.... THESE DRAWINGSTHESE DRAWINGSTHESE DRAWINGSTHESE DRAWINGS, , , , AND THEIR ASSOCIATED STRUCTURAL CALCULATIONSAND THEIR ASSOCIATED STRUCTURAL CALCULATIONSAND THEIR ASSOCIATED STRUCTURAL CALCULATIONSAND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, , , , HAVE BEEN PERFORMED USINGHAVE BEEN PERFORMED USINGHAVE BEEN PERFORMED USINGHAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILARSTANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILARSTANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILARSTANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERCIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERCIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERCIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER''''S IN THIS OR SIMILAR LOCALITIESS IN THIS OR SIMILAR LOCALITIESS IN THIS OR SIMILAR LOCALITIESS IN THIS OR SIMILAR LOCALITIES. . . . THEY NECESSARILYTHEY NECESSARILYTHEY NECESSARILYTHEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR ANDASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR ANDASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR ANDASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND////OR WORKMENOR WORKMENOR WORKMENOR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGWHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGWHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGWHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICEREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICEREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICEREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. . . . NOT EVERY CONDITION OR FRAMINGNOT EVERY CONDITION OR FRAMINGNOT EVERY CONDITION OR FRAMINGNOT EVERY CONDITION OR FRAMING ELEMENT IS ELEMENT IS ELEMENT IS ELEMENT IS ((((OR CAN BEOR CAN BEOR CAN BEOR CAN BE) ) ) ) EXPLICITLY SHOWN ON THESE DRAWINGSEXPLICITLY SHOWN ON THESE DRAWINGSEXPLICITLY SHOWN ON THESE DRAWINGSEXPLICITLY SHOWN ON THESE DRAWINGS, , , , IT IS UNDERSTOOD THAT THE CONTRACTORIT IS UNDERSTOOD THAT THE CONTRACTORIT IS UNDERSTOOD THAT THE CONTRACTORIT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLYWILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLYWILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLYWILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWNSHOWNSHOWNSHOWN.... 3333.... THESE DRAWINGS REPRESENT THE FINISHED STRUCTURETHESE DRAWINGS REPRESENT THE FINISHED STRUCTURETHESE DRAWINGS REPRESENT THE FINISHED STRUCTURETHESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. . . . THEY DO NOT INDICATE THE METHOD OFTHEY DO NOT INDICATE THE METHOD OFTHEY DO NOT INDICATE THE METHOD OFTHEY DO NOT INDICATE THE METHOD OF CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTION. . . . THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANSTHE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANSTHE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANSTHE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, , , , METHODSMETHODSMETHODSMETHODS,,,, TECHNIQUESTECHNIQUESTECHNIQUESTECHNIQUES, , , , SEQUENCES AND PROCEDURESSEQUENCES AND PROCEDURESSEQUENCES AND PROCEDURESSEQUENCES AND PROCEDURES. . . . CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ONCONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ONCONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ONCONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDEDFRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDEDFRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDEDFRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED.... OPTIONS ARE FOR CONTRACTOROPTIONS ARE FOR CONTRACTOROPTIONS ARE FOR CONTRACTOROPTIONS ARE FOR CONTRACTOR''''S CONVENIENCES CONVENIENCES CONVENIENCES CONVENIENCE. . . . IF AN OPTION IS USEDIF AN OPTION IS USEDIF AN OPTION IS USEDIF AN OPTION IS USED, , , , THE CONTRACTOR SHALL BETHE CONTRACTOR SHALL BETHE CONTRACTOR SHALL BETHE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGESRESPONSIBLE FOR ALL NECESSARY CHANGESRESPONSIBLE FOR ALL NECESSARY CHANGESRESPONSIBLE FOR ALL NECESSARY CHANGES, , , , AND SHALL COORDINATE ALL DETAILSAND SHALL COORDINATE ALL DETAILSAND SHALL COORDINATE ALL DETAILSAND SHALL COORDINATE ALL DETAILS.... 4444.... WHERE DISCREPANCIES OCCUR BETWEEN PLANSWHERE DISCREPANCIES OCCUR BETWEEN PLANSWHERE DISCREPANCIES OCCUR BETWEEN PLANSWHERE DISCREPANCIES OCCUR BETWEEN PLANS, , , , DETAILSDETAILSDETAILSDETAILS, , , , GENERAL STRUCTURAL NOTES AND SPECIFICATIONSGENERAL STRUCTURAL NOTES AND SPECIFICATIONSGENERAL STRUCTURAL NOTES AND SPECIFICATIONSGENERAL STRUCTURAL NOTES AND SPECIFICATIONS,,,, THE GREATER REQUIREMENTS SHALL GOVERNTHE GREATER REQUIREMENTS SHALL GOVERNTHE GREATER REQUIREMENTS SHALL GOVERNTHE GREATER REQUIREMENTS SHALL GOVERN. . . . TYPICAL DETAILS AND NOTES ARE NOT NECESSARILYTYPICAL DETAILS AND NOTES ARE NOT NECESSARILYTYPICAL DETAILS AND NOTES ARE NOT NECESSARILYTYPICAL DETAILS AND NOTES ARE NOT NECESSARILY REFERENCED ON THE PLANS BUT SHALL APPLY NONEREFERENCED ON THE PLANS BUT SHALL APPLY NONEREFERENCED ON THE PLANS BUT SHALL APPLY NONEREFERENCED ON THE PLANS BUT SHALL APPLY NONE----THETHETHETHE----LESSLESSLESSLESS. . . . WHERE NO DETAILS ARE SHOWNWHERE NO DETAILS ARE SHOWNWHERE NO DETAILS ARE SHOWNWHERE NO DETAILS ARE SHOWN, , , , CONSTRUCTIONCONSTRUCTIONCONSTRUCTIONCONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECTSHALL CONFORM TO SIMILAR WORK ON THE PROJECTSHALL CONFORM TO SIMILAR WORK ON THE PROJECTSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. . . . DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION ORDETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION ORDETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION ORDETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITYMAY OMIT INFORMATION FOR CLARITYMAY OMIT INFORMATION FOR CLARITYMAY OMIT INFORMATION FOR CLARITY.... 5555.... ANY INSPECTIONSANY INSPECTIONSANY INSPECTIONSANY INSPECTIONS, , , , SPECIAL SPECIAL SPECIAL SPECIAL ((((IBC CHAPTER IBC CHAPTER IBC CHAPTER IBC CHAPTER 17171717) ) ) ) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODESOR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODESOR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODESOR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES,,,, LOCAL BUILDING DEPARTMENTSLOCAL BUILDING DEPARTMENTSLOCAL BUILDING DEPARTMENTSLOCAL BUILDING DEPARTMENTS, , , , OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTIONOR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTIONOR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTIONOR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENTCOMPANY OR THE BUILDING DEPARTMENTCOMPANY OR THE BUILDING DEPARTMENTCOMPANY OR THE BUILDING DEPARTMENT, , , , SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANSITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANSITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANSITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTIONOFFICIAL INSPECTIONOFFICIAL INSPECTIONOFFICIAL INSPECTION , , , , UNLESS SPECIFICALLY CONTRACTED FORUNLESS SPECIFICALLY CONTRACTED FORUNLESS SPECIFICALLY CONTRACTED FORUNLESS SPECIFICALLY CONTRACTED FOR.... CODES AND SPECIFICATIONSCODES AND SPECIFICATIONSCODES AND SPECIFICATIONSCODES AND SPECIFICATIONS 1111.... INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ((((IBCIBCIBCIBC) - ) - ) - ) - 2018201820182018 EDITION EDITION EDITION EDITION 2222.... INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL RESIDENTIAL CODE ((((IRCIRCIRCIRC) - ) - ) - ) - 2018201820182018 EDITION EDITION EDITION EDITION 3333.... ACI ACI ACI ACI 318-14318-14318-14318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 4444.... NATIONAL DESIGN SPECIFICATION NATIONAL DESIGN SPECIFICATION NATIONAL DESIGN SPECIFICATION NATIONAL DESIGN SPECIFICATION ((((NDSNDSNDSNDS) ) ) ) & & & & SUPPLSUPPLSUPPLSUPPL. . . . FOR WOOD CONSTFOR WOOD CONSTFOR WOOD CONSTFOR WOOD CONST. - . - . - . - 2018201820182018 EDITION EDITION EDITION EDITION 5555.... SPECIAL DESIGN PROVISION FOR WIND SPECIAL DESIGN PROVISION FOR WIND SPECIAL DESIGN PROVISION FOR WIND SPECIAL DESIGN PROVISION FOR WIND & & & & SEISMIC SEISMIC SEISMIC SEISMIC - - - - 2015201520152015 EDITION EDITION EDITION EDITION 6666.... ASCE ASCE ASCE ASCE 7-167-167-167-16 MIN MIN MIN MIN. . . . DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESDESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESDESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESDESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.... GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES 1111.... ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEM BERS DURING CONSTRUCTION SHALL BE PROVIDEDADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDEDADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDEDADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY THE BUILDERBY THE BUILDERBY THE BUILDERBY THE BUILDER.... 2222.... ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROV AL FROM THE ENGINEERANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEERANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEERANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER.... 3333.... CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELDCONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELDCONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELDCONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD . . . . ANY VARIATION FROM THE DRAWINGS SHALL BEANY VARIATION FROM THE DRAWINGS SHALL BEANY VARIATION FROM THE DRAWINGS SHALL BEANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERBROUGHT TO THE ATTENTION OF THE ENGINEERBROUGHT TO THE ATTENTION OF THE ENGINEERBROUGHT TO THE ATTENTION OF THE ENGINEER.... 4444.... INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUIREMENTSINSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUI REMENTSINSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUI REMENTSINSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUI REMENTS.... 5555.... DETAILS ARE REPRESENTATIONSDETAILS ARE REPRESENTATIONSDETAILS ARE REPRESENTATIONSDETAILS ARE REPRESENTATIONS/ / / / DEPICTIONS ONLYDEPICTIONS ONLYDEPICTIONS ONLYDEPICTIONS ONLY. . . . FOLLOW WRITTEN CALLOUTSFOLLOW WRITTEN CALLOUTSFOLLOW WRITTEN CALLOUTSFOLLOW WRITTEN CALLOUTS.... 6666.... NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORDNO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORDNO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORDNO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORD.... 7777.... ((((2018201820182018 IRC CHAPTER IRC CHAPTER IRC CHAPTER IRC CHAPTER 14141414))))HEATING HEATING HEATING HEATING & & & & COOLING EQUIPMENT COOLING EQUIPMENT COOLING EQUIPMENT COOLING EQUIPMENT / / / / APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITHAPPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITHAPPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITHAPPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTALLATION REQUIREMENTS THE MANUFACTURER INSTALLATION REQUIREMENTS THE MANUFACTURER INSTALLATION REQUIREMENTS THE MANUFACTURER INSTALLATION REQUIREMENTS & & & & REQUIREMENTS INREQUIREMENTS INREQUIREMENTS INREQUIREMENTS IN.... DECKS:DECKS:DECKS:DECKS: 1111.... ((((RRRR507507507507) ) ) ) WOODWOODWOODWOOD----FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION 507507507507. (. (. (. (SEE FLOOR FRAMING PAGE FOR DECKSEE FLOOR FRAMING PAGE FOR DECKSEE FLOOR FRAMING PAGE FOR DECKSEE FLOOR FRAMING PAGE FOR DECK SIZING AND MATERIAL TYPESIZING AND MATERIAL TYPESIZING AND MATERIAL TYPESIZING AND MATERIAL TYPE)))) 2222.... ((((RRRR317317317317) ) ) ) WOOD MATERIALS SHALL BE NOWOOD MATERIALS SHALL BE NOWOOD MATERIALS SHALL BE NOWOOD MATERIALS SHALL BE NO.... 2222 GRADE OR BETTER LUMBER GRADE OR BETTER LUMBER GRADE OR BETTER LUMBER GRADE OR BETTER LUMBER, , , , WOOD FRAMING LESS THAN WOOD FRAMING LESS THAN WOOD FRAMING LESS THAN WOOD FRAMING LESS THAN 18181818" " " " ABOVEABOVEABOVEABOVE GRADE SHALL BE IN COMPLIACE WITH RGRADE SHALL BE IN COMPLIACE WITH RGRADE SHALL BE IN COMPLIACE WITH RGRADE SHALL BE IN COMPLIACE WITH R317.1317.1317.1317.1 ( ( ( (IRC IRC IRC IRC 2018201820182018). ). ). ). CONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHEDCONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHEDCONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHEDCONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHED GRADGRADGRADGRADEEEE.... DE S C R I P T I O N RE V I S I O N D A T E GE N E R A L N O T E S SH E E T T I T L E : G-102 PLN# 22-13-019 DR A W N B Y : CH K ' D B Y : WB S PL O T D A T E : 9/ 1 / 2 0 2 2 EN G I N E E R : R A Y M C D O U G A L , P E EI T : 9/1/2022 12 7 E . M a i n S t . S u i t e 1 1 1 Re x b u r g , I D 8 3 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h F o r k D e s i g n G r o u p , L L C Gi l l G a r a g e 32 3 E . 2 N D N . Re x b u r g I D THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 2 0 2 2 | S o u t h f o r k E n g i n e e r i n g | A l l R i g h t s R e s e r v e d . 11'11'11'11' 35'35'35'35' 47 ' 47 ' 47 ' 47 ' 5'5'5'5'5'5'5'5' 20 ' 20 ' 20 ' 20 ' 26'-5"26'-5"26'-5"26'-5" 19'19'19'19' 30 ' 30 ' 30 ' 30 ' 20 ' 20 ' 20 ' 20 ' 5' SIDE 5' SIDE 5' SIDE 5' SIDE SETBACKSETBACKSETBACKSETBACK 5' SIDE 5' SIDE 5' SIDE 5' SIDE SETBACKSETBACKSETBACKSETBACK 20202020' ' ' ' REARREARREARREAR SETBACK SETBACK SETBACK SETBACK 20' FRONT20' FRONT20' FRONT20' FRONT SETBACKSETBACKSETBACKSETBACK EXISTINGEXISTINGEXISTINGEXISTING STRUCTURE TO BESTRUCTURE TO BESTRUCTURE TO BESTRUCTURE TO BE REMOVEDREMOVEDREMOVEDREMOVED RPRPRPRPRRXB10185200RRXB10185200RRXB10185200RRXB10185200 323 E 2ND N REXBURG323 E 2ND N REXBURG323 E 2ND N REXBURG323 E 2ND N REXBURG E 2ND NE 2ND NE 2ND NE 2ND N EXISTING DRIVEEXISTING DRIVEEXISTING DRIVEEXISTING DRIVE EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G SI D E W A L K S SI D E W A L K S SI D E W A L K S SI D E W A L K S EXISTING EXISTING EXISTING EXISTING HOMEHOMEHOMEHOME NEWNEWNEWNEW GARAGEGARAGEGARAGEGARAGE 1 SITE PLANSITE PLANSITE PLANSITE PLAN SCALE: SCALE: SCALE: SCALE: 1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0"1/8" = 1'-0" 2 VICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAP NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE: 1111.... SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYINGSOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYINGSOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYINGSOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, , , , CIVILCIVILCIVILCIVIL ENGINEERING OR GEO TECHNICAL ENGINEERINGENGINEERING OR GEO TECHNICAL ENGINEERINGENGINEERING OR GEO TECHNICAL ENGINEERINGENGINEERING OR GEO TECHNICAL ENGINEERING. . . . IT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THE OWNEROWNEROWNEROWNER////CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLECONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLECONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLECONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE.... 2222.... UUUU....NNNN....OOOO. . . . THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLICTHE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLICTHE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLICTHE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACTRECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACTRECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACTRECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.... 3333.... IT IS THE OWNERSIT IS THE OWNERSIT IS THE OWNERSIT IS THE OWNERS////CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARYCONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARYCONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARYCONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY SURVEY DATASURVEY DATASURVEY DATASURVEY DATA, , , , INCLUDING TOPOGRAPHICAL INFORMATIONINCLUDING TOPOGRAPHICAL INFORMATIONINCLUDING TOPOGRAPHICAL INFORMATIONINCLUDING TOPOGRAPHICAL INFORMATION 4444.... LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIORLOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIORLOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIORLOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO EXCAVATIONTO EXCAVATIONTO EXCAVATIONTO EXCAVATION 5555.... WHERE SEPTIC ANDWHERE SEPTIC ANDWHERE SEPTIC ANDWHERE SEPTIC AND////OR FRESH WATER WELLS ARE NECESSARYOR FRESH WATER WELLS ARE NECESSARYOR FRESH WATER WELLS ARE NECESSARYOR FRESH WATER WELLS ARE NECESSARY, , , , PERMITSPERMITSPERMITSPERMITS AND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONAND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONAND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONAND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION ((((TYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPT)))) 6666.... INDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTIC, , , , WELLWELLWELLWELL, , , , ANDANDANDAND////OR UTILITIES ARE ASSUMED OROR UTILITIES ARE ASSUMED OROR UTILITIES ARE ASSUMED OROR UTILITIES ARE ASSUMED OR SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THESUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THESUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THESUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNEROWNEROWNEROWNER////CONTRACTOR AND THE AUTHORITY HAVING JURISDICTIONCONTRACTOR AND THE AUTHORITY HAVING JURISDICTIONCONTRACTOR AND THE AUTHORITY HAVING JURISDICTIONCONTRACTOR AND THE AUTHORITY HAVING JURISDICTION DR A W N B Y : CH K ' D B Y : WB S PL O T D A T E : 9/ 1 / 2 0 2 2 EN G I N E E R : DE S C R I P T I O N RE V I S I O N D A T E SI T E SH E E T T I T L E : C-101 PLN# 22-13-019 EI T : RA Y M C D O U G A L , P E 12 7 E . M a i n S t . S u i t e 1 1 1 Re x b u r g , I D 8 3 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h F o r k D e s i g n G r o u p , L L C Gi l l G a r a g e 32 3 E . 2 N D N . Re x b u r g I D Co p y r i g h t 2 0 2 2 | S o u t h f o r k E n g i n e e r i n g | A l l R i g h t s R e s e r v e d . A 3 A 1 2 19'19'19'19' 9 A-101 9 A-101 GARAGEGARAGEGARAGEGARAGE 4 12 9'-19'-19'-19'-1 1/8"1/8"1/8"1/8"8'-18'-18'-18'-1 1/8"1/8"1/8"1/8" 4 12 WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE IDIDIDID AAAA TYPETYPETYPETYPE TBDTBDTBDTBD QTYQTYQTYQTY 2222 SIZESIZESIZESIZE WWWW 4'4'4'4' HTHTHTHT 4'4'4'4' HEADHEADHEADHEAD HEIGHTHEIGHTHEIGHTHEIGHT 6'-8"6'-8"6'-8"6'-8" TEMPEREDTEMPEREDTEMPEREDTEMPERED ------------ NOTESNOTESNOTESNOTES DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE IDIDIDID 1111 2222 3333 QTYQTYQTYQTY 1111 1111 1111 LOCATIONLOCATIONLOCATIONLOCATION ExteriorExteriorExteriorExterior ExteriorExteriorExteriorExterior ExteriorExteriorExteriorExterior FIRE RATINGFIRE RATINGFIRE RATINGFIRE RATING ------------ ------------ ------------ DOORDOORDOORDOOR WWWW 3'3'3'3' 6'6'6'6' 10'10'10'10' HTHTHTHT 6'-8"6'-8"6'-8"6'-8" 6'-8"6'-8"6'-8"6'-8" 8'8'8'8' NOTESNOTESNOTESNOTES UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE IDIDIDID GARAGEGARAGEGARAGEGARAGE AREAAREAAREAAREA 570570570570 570 ft²570 ft²570 ft²570 ft² 1 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 4 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 5 RIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATION SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 6 REAR ELEVATIONREAR ELEVATIONREAR ELEVATIONREAR ELEVATION SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 7 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 9 SECTION BSECTION BSECTION BSECTION B SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N D A T E MA I N L E V E L SH E E T T I T L E : A-101 PLN# 22-13-019 DR A W N B Y : CH K ' D B Y : WB S PL O T D A T E : 9/ 1 / 2 0 2 2 EN G I N E E R : R A Y M C D O U G A L , P E EI T : 9/1/2022 12 7 E . M a i n S t . S u i t e 1 1 1 Re x b u r g , I D 8 3 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h F o r k D e s i g n G r o u p , L L C Gi l l G a r a g e 32 3 E . 2 N D N . Re x b u r g I D THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 2 0 2 2 | S o u t h f o r k E n g i n e e r i n g | A l l R i g h t s R e s e r v e d . 3333 3333 3333 3333 3333333333333333 13'-9"13'-9"13'-9"13'-9"6'-1"6'-1"6'-1"6'-1" 30 ' - 1 0 " 30 ' - 1 0 " 30 ' - 1 0 " 30 ' - 1 0 " 19'-10"19'-10"19'-10"19'-10" 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 26 ' - 6 " 26 ' - 6 " 26 ' - 6 " 26 ' - 6 " 30 ' 30 ' 30 ' 30 ' 9'-6"9'-6"9'-6"9'-6"9'-6"9'-6"9'-6"9'-6" 19'19'19'19' F1F1F1F1 F1F1F1F1 F1F1F1F1 F1F1F1F1 FW 1 FW 1 FW 1 FW 1 FW1FW1FW1FW1 FW 1 FW 1 FW 1 FW 1 FW1FW1FW1FW1 9 A-101 9 A-101 A 3 A 1 2 13'-4"13'-4"13'-4"13'-4"5'-8"5'-8"5'-8"5'-8" 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 15 ' 15 ' 15 ' 15 ' 9'-6"9'-6"9'-6"9'-6"9'-6"9'-6"9'-6"9'-6" 30 ' 30 ' 30 ' 30 ' 19'19'19'19' 15 ' 15 ' 15 ' 15 ' 15 ' 15 ' 15 ' 15 ' 30 ' 30 ' 30 ' 30 ' 19'19'19'19' 9 A-101 9 A-101SW 6 SW 6 SW 6 SW 6 SW6SW6SW6SW6 SW 6 SW 6 SW 6 SW 6 SW6SW6SW6SW6 H1H1H1H1H1H1H1H1 H1H1H1H1 H2H2H2H2 H1H1H1H1 GARAGEGARAGEGARAGEGARAGE 9 A-101 9 A-101 4/12 4/12 4/12 4/12 4/12 4/12 4/12 4/12 FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE IDIDIDID F1F1F1F1 WIDTHWIDTHWIDTHWIDTH 16"16"16"16" DEPTHDEPTHDEPTHDEPTH 8"8"8"8" FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE CONTINUOUS FOOTINGCONTINUOUS FOOTINGCONTINUOUS FOOTINGCONTINUOUS FOOTING FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR (2) #4 BAR CONT.(2) #4 BAR CONT.(2) #4 BAR CONT.(2) #4 BAR CONT. PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED) ------------ SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES SYMSYMSYMSYM 3333 IDIDIDID 3333 QTYQTYQTYQTY 8888 TYPETYPETYPETYPE STHD10STHD10STHD10STHD10 FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS WALL IDWALL IDWALL IDWALL ID FW1FW1FW1FW1 THICKTHICKTHICKTHICK 6"6"6"6" HEIGHTHEIGHTHEIGHTHEIGHT 4'4'4'4' VERT BARVERT BARVERT BARVERT BAR #4#4#4#4 VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING 24" O.C.24" O.C.24" O.C.24" O.C. HORIZ BARHORIZ BARHORIZ BARHORIZ BAR #4#4#4#4 HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING 24" O.C.24" O.C.24" O.C.24" O.C. BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12" (1)(1)(1)(1) J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE 5/8" W/7" EMBED5/8" W/7" EMBED5/8" W/7" EMBED5/8" W/7" EMBED J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING 48" O.C.48" O.C.48" O.C.48" O.C. HEADERSHEADERSHEADERSHEADERS IDIDIDID H1H1H1H1 H2H2H2H2 PLYPLYPLYPLY 2222 2222 SIZESIZESIZESIZE 2X10 SPF2X10 SPF2X10 SPF2X10 SPF 2X12 SPF2X12 SPF2X12 SPF2X12 SPF NOTENOTENOTENOTE SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE IDIDIDID SW6SW6SW6SW6 LOCATIONLOCATIONLOCATIONLOCATION EXTERIOREXTERIOREXTERIOREXTERIOR TYPETYPETYPETYPE 7777////16161616” ” ” ” OSB WOSB WOSB WOSB W/ / / / 8888d d d d @ @ @ @ 4444” ” ” ” OOOO....CCCC. . . . ALL PANEL EDGES ALL PANEL EDGES ALL PANEL EDGES ALL PANEL EDGES & & & & 12121212” ” ” ” OOOO....CCCC. . . . FIELD OR FIELD OR FIELD OR FIELD OR 1111----1111////2222" " " " 16 16 16 16 GA STAPLES GA STAPLES GA STAPLES GA STAPLES @ @ @ @ 4444” ” ” ” OOOO....CCCC. . . . ALL PANEL EDGES ALL PANEL EDGES ALL PANEL EDGES ALL PANEL EDGES & & & & 12121212” ” ” ” OOOO....CCCC. . . . FIELDFIELDFIELDFIELD WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE IDIDIDID AAAA TYPETYPETYPETYPE TBDTBDTBDTBD QTYQTYQTYQTY 2222 SIZESIZESIZESIZE WWWW 4'4'4'4' HTHTHTHT 4'4'4'4' HEADHEADHEADHEAD HEIGHTHEIGHTHEIGHTHEIGHT 6'-8"6'-8"6'-8"6'-8" TEMPEREDTEMPEREDTEMPEREDTEMPERED ------------ NOTESNOTESNOTESNOTES DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE IDIDIDID 1111 2222 3333 QTYQTYQTYQTY 1111 1111 1111 LOCATIONLOCATIONLOCATIONLOCATION ExteriorExteriorExteriorExterior ExteriorExteriorExteriorExterior ExteriorExteriorExteriorExterior FIRE RATINGFIRE RATINGFIRE RATINGFIRE RATING ------------ ------------ ------------ DOORDOORDOORDOOR WWWW 3'3'3'3' 6'6'6'6' 10'10'10'10' HTHTHTHT 6'-8"6'-8"6'-8"6'-8" 6'-8"6'-8"6'-8"6'-8" 8'8'8'8' NOTESNOTESNOTESNOTES 5 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 6 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 7 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N D A T E FN D / W A L L / R O O F SH E E T T I T L E : S-101 PLN# 22-13-019 DR A W N B Y : CH K ' D B Y : WB S PL O T D A T E : 9/ 1 / 2 0 2 2 EN G I N E E R : R A Y M C D O U G A L , P E EI T : 9/1/2022 12 7 E . M a i n S t . S u i t e 1 1 1 Re x b u r g , I D 8 3 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h F o r k D e s i g n G r o u p , L L C Gi l l G a r a g e 32 3 E . 2 N D N . Re x b u r g I D THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 2 0 2 2 | S o u t h f o r k E n g i n e e r i n g | A l l R i g h t s R e s e r v e d . Be l o w F r o s t 6" M i n 1111 5555 4444 3333 2222 7777 6666 8888 9999 10101010 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - FOOTING, SEE FDN PLAN1 - FOOTING, SEE FDN PLAN1 - FOOTING, SEE FDN PLAN1 - FOOTING, SEE FDN PLAN 2 - CONCRETE WALL, 2 - CONCRETE WALL, 2 - CONCRETE WALL, 2 - CONCRETE WALL, SEE FDN PLANSEE FDN PLANSEE FDN PLANSEE FDN PLAN 3 - CONCRETE SLAB3 - CONCRETE SLAB3 - CONCRETE SLAB3 - CONCRETE SLAB 4 - CONT. SILL PLATE AND ANCHOR BOLTS4 - CONT. SILL PLATE AND ANCHOR BOLTS4 - CONT. SILL PLATE AND ANCHOR BOLTS4 - CONT. SILL PLATE AND ANCHOR BOLTS 5 - WALL STUDS, 5 - WALL STUDS, 5 - WALL STUDS, 5 - WALL STUDS, SEE WALL FRAMING PLANSEE WALL FRAMING PLANSEE WALL FRAMING PLANSEE WALL FRAMING PLAN 6 - WALL SHEATHING, SEE WALL FRAMING PLAN6 - WALL SHEATHING, SEE WALL FRAMING PLAN6 - WALL SHEATHING, SEE WALL FRAMING PLAN6 - WALL SHEATHING, SEE WALL FRAMING PLAN 7 - REQ'D PANEL EDGE NAILING7 - REQ'D PANEL EDGE NAILING7 - REQ'D PANEL EDGE NAILING7 - REQ'D PANEL EDGE NAILING 8 - ANCHOR BOLTS, SEE FDN PLAN8 - ANCHOR BOLTS, SEE FDN PLAN8 - ANCHOR BOLTS, SEE FDN PLAN8 - ANCHOR BOLTS, SEE FDN PLAN 9 - SQUARE PLATE WASHERS9 - SQUARE PLATE WASHERS9 - SQUARE PLATE WASHERS9 - SQUARE PLATE WASHERS 10 - SILL SEALER10 - SILL SEALER10 - SILL SEALER10 - SILL SEALER 1111 2222 3333 4444 5555 6666 7777 8888 9999 KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES: 1 - ROOF FINISH PER OWNER/BUILDER.1 - ROOF FINISH PER OWNER/BUILDER.1 - ROOF FINISH PER OWNER/BUILDER.1 - ROOF FINISH PER OWNER/BUILDER. OVER MIN #15 ROOFING FELT.OVER MIN #15 ROOFING FELT.OVER MIN #15 ROOFING FELT.OVER MIN #15 ROOFING FELT. 2 - OSB SHEETING2 - OSB SHEETING2 - OSB SHEETING2 - OSB SHEETING 3 - MIN 2' ICE & WATER SHIELD3 - MIN 2' ICE & WATER SHIELD3 - MIN 2' ICE & WATER SHIELD3 - MIN 2' ICE & WATER SHIELD 4 - DRIP LEDGE4 - DRIP LEDGE4 - DRIP LEDGE4 - DRIP LEDGE 5 - SUB FACIA5 - SUB FACIA5 - SUB FACIA5 - SUB FACIA 6 - SOFFIT6 - SOFFIT6 - SOFFIT6 - SOFFIT 7 - WALL FINISH PER OWNER/BUILDER7 - WALL FINISH PER OWNER/BUILDER7 - WALL FINISH PER OWNER/BUILDER7 - WALL FINISH PER OWNER/BUILDER 8 - OSB WALL SHEETING8 - OSB WALL SHEETING8 - OSB WALL SHEETING8 - OSB WALL SHEETING 9 - WATER RESISTANT BARRIER9 - WATER RESISTANT BARRIER9 - WATER RESISTANT BARRIER9 - WATER RESISTANT BARRIER BE L O W F R O S T 1111 6666 3333 7777 4444 8888 5555 2222 9999 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - FOOTING, SEE FDN PLAN1 - FOOTING, SEE FDN PLAN1 - FOOTING, SEE FDN PLAN1 - FOOTING, SEE FDN PLAN 2 - ALL SPLICES TO HAVE 40 BAR DIA.2 - ALL SPLICES TO HAVE 40 BAR DIA.2 - ALL SPLICES TO HAVE 40 BAR DIA.2 - ALL SPLICES TO HAVE 40 BAR DIA. OVERLAPOVERLAPOVERLAPOVERLAP 3 - CONCRETE WALL, 3 - CONCRETE WALL, 3 - CONCRETE WALL, 3 - CONCRETE WALL, SEE FDN PLANSEE FDN PLANSEE FDN PLANSEE FDN PLAN 4 - ANCHOR BOLTS, SEE FDN PLAN4 - ANCHOR BOLTS, SEE FDN PLAN4 - ANCHOR BOLTS, SEE FDN PLAN4 - ANCHOR BOLTS, SEE FDN PLAN 5 - SILL SEALER5 - SILL SEALER5 - SILL SEALER5 - SILL SEALER 6 - CONT. SILL PLATE AND ANCHOR BOLTS6 - CONT. SILL PLATE AND ANCHOR BOLTS6 - CONT. SILL PLATE AND ANCHOR BOLTS6 - CONT. SILL PLATE AND ANCHOR BOLTS 7 - REQ'D PANEL EDGE NAILING7 - REQ'D PANEL EDGE NAILING7 - REQ'D PANEL EDGE NAILING7 - REQ'D PANEL EDGE NAILING 8 - SQUARE PLATE WASHERS8 - SQUARE PLATE WASHERS8 - SQUARE PLATE WASHERS8 - SQUARE PLATE WASHERS 9 - STANDARD HOOK, 12 BAR DIA. WET SET9 - STANDARD HOOK, 12 BAR DIA. WET SET9 - STANDARD HOOK, 12 BAR DIA. WET SET9 - STANDARD HOOK, 12 BAR DIA. WET SET ACCEPTABLE. HOOK HORIZONTAL REBARACCEPTABLE. HOOK HORIZONTAL REBARACCEPTABLE. HOOK HORIZONTAL REBARACCEPTABLE. HOOK HORIZONTAL REBAR 3 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 2 101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 9 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE DE S C R I P T I O N RE V I S I O N D A T E DE T A I L S SH E E T T I T L E : R-101 PLN# 22-13-019 DR A W N B Y : CH K ' D B Y : WB S PL O T D A T E : 9/ 1 / 2 0 2 2 EN G I N E E R : R A Y M C D O U G A L , P E EI T : 9/1/2022 12 7 E . M a i n S t . S u i t e 1 1 1 Re x b u r g , I D 8 3 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h F o r k D e s i g n G r o u p , L L C Gi l l G a r a g e 32 3 E . 2 N D N . Re x b u r g I D THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 2 0 2 2 | S o u t h f o r k E n g i n e e r i n g | A l l R i g h t s R e s e r v e d .