HomeMy WebLinkAboutREDLINED PLANS - 21-00247 - 1133 Greenside Loop - New SFR.pdfAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 1133 Greenside Loop - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : FINAL Sommer_4.9.21.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00247
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C1.0 Stamp Larry Beesley : Building Open 1
A1.0 Stamp Larry Beesley : Building Open 2
A1.0 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A1.0 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A1.1 Stamp Larry Beesley : Building Open 3
A1.1 Free text Larry Beesley : Building Open 3 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A1.1 Free text Larry Beesley : Building Open 3 Street Number
Displayed on House
A2.0 Stamp Larry Beesley : Building Open 4
A2.0 Free text Larry Beesley : Building Open 4 Tar house foundation.
A3.0 Stamp Larry Beesley : Building Open 5
A3.0 Free text Larry Beesley : Building Open 5 20 min doors
New Single Family Residence
Follow the red lines and specked information. Also the house is being built using the 2018 IRC code.
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A3.0 Line Larry Beesley : Building Open 5
A3.0 Line Larry Beesley : Building Open 5
A3.0 Free text Larry Beesley : Building Open 5 SD CO
A3.0 Free text Larry Beesley : Building Open 5 SD
A3.0 Free text Larry Beesley : Building Open 5 SD
A3.0 Free text Larry Beesley : Building Open 5 SD
A4.0 Stamp Larry Beesley : Building Open 6
A4.1 Stamp Larry Beesley : Building Open 7
A4.1 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A5.0 Stamp Larry Beesley : Building Open 8
A5.0 Rectangle Larry Beesley : Building Open 8
A5.0 Free text Larry Beesley : Building Open 8 also on 4' walls
A5.0 Free text Larry Beesley : Building Open 8 ? 8" x 20"
A5.1 Stamp Larry Beesley : Building Open 9
E1.0 - MAIN
FLOOR
ELECTRICAL
PLAN
Stamp Larry Beesley : Building Open 10
C1.0 Polygon Alan Parkinson : P&Z Open 1 0.00 sq in
Approval of plans does not constitute approval of variance from code
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NORTHSCALE 1"=10'SITE PLAN204.21' PROPERTY LINE50.07' PROPERTY LINE146.19' PROPERTY LINE180.11' PROPERTY LINE6 4 .1 8 ' P R O P E R T Y L I N E
GARAGE T.O.S.=98'-6"MAIN F.F.=100'-0"SETBACK PER CITY CODE 4.02.080
13'-0"SETBACK20'-0"SETBACK20'-0"S E T B A C K P E R C IT Y C O D E 4 .0 2 .0 8 013'-0 "SETBACK25'-0"CONCRETEDRIVESLOPE50'-1 1/8"
28'-7 3/4"100'-2 1/8"119'-10 5/8"18'-2 3/4"
14'-4 3/4"25'-5 1/2"49'-2 3/8"33'-9 1/8"54'-6 3/8"48'-6 1/2"97'-7 3/4"24'-0 3/4"26'-0"104'-2 1/4"75'-10"24'-2 1/4"29'-9 7/8"46'-1 1/2"39'-6 3/8"22'-0 3/4"42'-6 3/4"project:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.C1.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/ASITE PLANNOTES:1. DRIVEWAY SHALL BE GRADED SUCH THAT WATER DRAINING OFF THE DRIVE DOES NOT FLOW ONTO THE ROAD AND IS DIVERTED INTO A ROADSIDE DITCH OR GUTTER. 2. MIN. DRIVEWAY FLARES TO BE 2'-0" AS REQ'D BY CODE. 3. HOUSE DRAINAGE FINAL GRADES TO BE MIN. 6" OF FALL FOR FIRST 10' FROM HOME. 4. LOT IS TO BE GRADED AND LANDSCAPED IN A MANNER THAT WILL PREVENT WATER RUNOFF FROM ADVERSELY AFFECTING ADJOINING PROPERTY LINES. 5. PROVIDE METALLIC WATER SERVICE & CONCRETE ENCASED ELECTRODE PER 2017 NEC.6. ALL CONSTRUCTION TO COMPLY W/ THE 2018 INTERNATIONAL BUILDING CODE.7. STORM DRAINAGE TO FLOW TO APPROVED STORM DRAIN SYSTEM. 8. PROVIDE ROAD BASE RAMP TO PROTECT PAVED ROAD, CURB AND SIDEWALK AS REQUIRED. 9. PROVIDE 1" WATER LINE TO HOUSE.10. DUST, MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS NECESSARY, AND THE ROADWAY SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES.11. BUILDER/OWNER SHALL REPLACE ANY EXISTING SIDEWALK OR CURB & GUTTER ALONG THE FRONTAGE OF THIS PROJECT THAT IS FOUND TO BE DEFECTIVE, AS DIRECTED BY THE CITY INSPECTOR.12. SETBACKS ARE DETERMINED BY LOCAL ZONING ORDINANCES.13. PROPERTY LINES AND SETBACKS VARY IN RELATIONSHIP TO THE STREET, SIDEWALK, ETC.14. VERIFY WITH BUILDING DEPT. AND / OR SURVEYOR FOR ACCURATE PLACEMENT OF STRUCTURE.15. SOME JURISDICTIONS REQUIRE MIN. DISTANCES BETWEEN ADJACENT STRUCTURES WHICH WILL OVERRIDE A SETBACK. VERIFY W/ LOCAL BUILDING / ZONING DEP.16. VERIFY ALL HEIGHT RESTRICTIONS W/ LOCAL BUILDING / ZONING DEP.
MAIN F.F.100'-0"MAIN F.F.100'-0"MAIN TOP PLATE109'-0"MAIN TOP PLATE109'-0"GARAGE T.O.S.98'-6"GARAGE T.O.S.98'-6"AA5.1AA5.1SCALE 1/4"=1'-0"FRONT ELEVATION1281281286'-8"6'-8"ARCHITECTURAL SHINGLESBRICKBRICKBRICK25'-9 1/4"128128MAIN F.F.100'-0"MAIN F.F.100'-0"MAIN TOP PLATE109'-0"MAIN TOP PLATE109'-0"FAMILY ROOM T.P.111'-0"GARAGE T.O.S.98'-6"128128SCALE 1/4"=1'-0"LEFT ELEVATION6'-8"ARCHITECTURAL SHINGLESBRICKBRICKBRICKBRICKPROVIDE 1 SQ. FT. OF ATTIC SPACE VENTILATIONFOR EVERY 150 SQ. FT. OF ATTIC SPACE128128project:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A1.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AEXTERIOR ELEVATIONSNOTES:1. EXTERIOR WALL FINISHES MUST BE LISTED, LABELED, AND INSTALLED AS PER MANUFACTURER'S INSTALLATION INSTRUCTION GUIDES.2. INSPECTION OF THE WEATHER-RESISTIVE BARRIER AND FLASHING IN ORDER TO PREVENT WATER FROM ENTERING THE WEATHER-RESISTANT EXTERIOR WALL ENVELOPE IS REQUIRED. R109.1.53. ALL FOOTINGS SHALL BEAR 30" OR 36" MIN. BELOW FINISH GRADE (VERIFY DEPTH WITH LOCAL CODES), BUT NO LESS THAN 12" BELOW NATURAL GRADE.4. HOUSE DRAINAGE FINAL GRADES TO BE MIN. 6" OF FALL FOR FIRST 10' FROM HOME.Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft.Minimum Frost Depth Ground Surface to Bottom of Footing 36"
MAIN F.F.100'-0"MAIN F.F.100'-0"MAIN TOP PLATE109'-0"MAIN TOP PLATE109'-0"FAMILY ROOM T.P.111'-0"FAMILY ROOM T.P.111'-0"GARAGE T.O.S.98'-6"AA5.1AA5.1128128128SCALE 1/4"=1'-0"REAR ELEVATION6'-8"6'-8"1'-0"2'-0"ARCHITECTURAL SHINGLESBRICKPROVIDE 1 SQ. FT. OF ATTIC SPACE VENTILATIONFOR EVERY 150 SQ. FT. OF ATTIC SPACEBRICKBRICKBRICKBRICK128128MAIN F.F.100'-0"MAIN F.F.100'-0"MAIN TOP PLATE109'-0"MAIN TOP PLATE109'-0"FAMILY ROOM T.P.111'-0"GARAGE T.O.S.98'-6"128128SCALE 1/4"=1'-0"RIGHT ELEVATION6'-8"ARCHITECTURAL SHINGLESBRICKBRICKBRICKBRICKBRICK128128project:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A1.1MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AEXTERIOR ELEVATIONSNOTES:1. EXTERIOR WALL FINISHES MUST BE LISTED, LABELED, AND INSTALLED AS PER MANUFACTURER'S INSTALLATION INSTRUCTION GUIDES.2. INSPECTION OF THE WEATHER-RESISTIVE BARRIER AND FLASHING IN ORDER TO PREVENT WATER FROM ENTERING THE WEATHER-RESISTANT EXTERIOR WALL ENVELOPE IS REQUIRED. R109.1.53. ALL FOOTINGS SHALL BEAR 30" OR 36" MIN. BELOW FINISH GRADE (VERIFY DEPTH WITH LOCAL CODES), BUT NO LESS THAN 12" BELOW NATURAL GRADE.4. HOUSE DRAINAGE FINAL GRADES TO BE MIN. 6" OF FALL FOR FIRST 10' FROM HOME.Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft.Street NumberDisplayed on House
A
A5.1
AA5.1
2092 SQ. FT. (CRAWL SPACE)SCALE 1/4"=1'-0"FOOTING & FOUNDATION PLAN28"x51" CRAWLSPACE ACCESSCRAWLSPACENOTES:1. DO NOT PROVIDE LOOSE BACK FILL UNTIL FLOORFRAMING & BASEMENT SLAB ARE IN PLACE &CONCRETE FOUNDATION WALLS HAVE ACHIEVED ATLEAST 75% OF DESIGN STRENGTHS OR 1750 PSI.(VERIFY NUMBER OF DAYS TO REACH DESIREDSTRENGTH FROM CONCRETE PROVIDER).2. DO NOT PROVIDE COMPACTED BACK FILL UNTILCONCRETE WALLS HAVE CURED AT LEAST 28 DAYS.3. COORDINATE WITH MECHANICAL AND OTHERSUBCONTRACTORS CONCERNING PERFORATIONS INCONCRETE WALLS FOR DUCTWORK, ETC.4. PROVIDE 4" LEDGE AT FOUNDATION WALL FORPORCH CAP (SUSPENDED OR OTHERWISE) W/ STEELPER ENGINEERS SPECS. SEE DETAIL SHEET A5.0.5. CONTRACTOR AND / OR PLUMBER TO VERIFYELEVATION OF SEWER LATERAL BEFOREEXCAVATION.6. GAS PIPE TO TIE TO MANIFOLD SYSTEM BY WHICHCODE REGULATORS WILL BE INSTALLED REDUCING 2LB. PRESSURE TO 4 OZ.7. PROVIDE 1 SQ. FT. OF CRAWL SPACE VENTILATIONFOR EVERY 150 SQ. FT. OF CRAWL SPACE (TYP.)8. SECURE TOP & BOTTOM 1/3 OF WATER HEATER W/APPROVED SEISMIC STRAPS AND INSTALLEXPANSION TANK PER LOCAL REQUIREMENT9. PROVIDE COMBUSTION AIR FROM OUTSIDE TOFURNACE & WATER HEATER10.HOT WATER LINES TO HAVE 1/2" FOAM INSULATIONUP TOFIREPLACEFURN.ABV.W.H.ABV.3'-6" GASLINE 10'-6" GASLINE39'-4" GASLINE GASMETERBLOCK OUTFOR DOORRECESS FOUNDATIONWALL & POUR SLAB THRUSLOPE1/8"/FT.SLOPE
1/8"/FT.SLOPE1/8"/FT.37'-0" GASLINE1'-9"3'-0"25'-9"14'-2"45'-4"30'-6"90'-0"31'-10"11'-6"12'-0"
55'-4"6'-8"9'-0"2'-0"9'-0"3'-0"14'-2"40'-10"5'-4"29'-8"90'-0"3'-10"19'-1 1/2"18'-8"13'-8 1/2"55'-4"19'-2 3/4"19'-11 1/4"12'-6"12'-9 1/4"19'-2 3/4"18'-11 1/4"17'-4 1/2"13'-6 1/4"4'-0"6'-8"* 10" CMU FOUNDATION U.N.O.6" CMU6" CMUproject:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A2.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AFOOTING & FOUNDATIONPLANTar house foundation.
LIVING ROOM9'-0" CLG.KITCHEN9'-0" CLG.BEDROOM9'-0" CLG.BEDROOM9'-0" CLG.MASTER BEDROOM9'-0" CLG.FAMILY ROOM11'-0" CLG.DINING9'-0" CLG.GARAGE2179 SQ. FT.SCALE 1/4"=1'-0"MAIN FLOOR PLAN916 SQ. FT. (GARAGE)A
A5.1
AA5.1
BENCH W/DBLOCK OUT CONC. & CMU FOUNDATIONFOR HVACREFDBLOVENTUBSHWRSHWR+18" RAISED PLATFORM CRAWL SPACEACCESSMASTERBATH9'-0" CLG.W.I.C.PANTRYLAUNDRYSTORAGEMECH.COVEREDPORCHBATHCOVEREDPATIO2'-4"3'-0"2'-4"2'-4"5'-0"3'-0"2'-6"2'-4"2'-6"9'-0"x8'-0"OVERHEAD3'-0"x6'-8" TEMP.6'-0"x6'-8" TEMP.9'-0"x8'-0"OVERHEAD5'-0"(3) 3'-0"x5'-0" S.H.
(3) 3'-0"x5'-0" S.H.
3'-0"x5'-0" S.H.
3'-0"x5'-0" S.H.
3'-0"x5'-0" S.H.4'-0"2'-8"6'-0"3'-0"x5'-0" S.H. w/3'-0"x2'-0" TRANSOM 3'-0"x5'-0" S.H. w/3'-0"x2'-0" TRANSOM
3'-0"5'-0"(2) 3'-0"x5'-0" S.H.(2) 2'-0"x5'-0" S.H.TEMP.(2) 3'-0"x3'-0" S.H.TEMP.3'-0"x5'-0" S.H.FURN.W.H.2'-0"TEMP.2'-0"TEMP.COOKTOP DB'L SINKw/ DISP.22"X30" ATTIC ACCESSSLOPE1/8"/FT.SLOPE
1/8"/FT.SLOPE1/8"/FT.D.W.FIREPLACE6" CMU w/ BRICK2x6 w/ BRICK6" CMU w/ BRICK 6" CMU w/ BRICK 6" CMU w/ BRICK2x6 w/ BRICK2x6 w/ BRICK 2x6 w/ BRICK2x6 w/ BRICK6" CMU6" CMU6" CMU
2x6 2x6ENTRY9'-0" CLG.11' CLG.
9' CLG.2'-11"26'-11"9'-5"3'-8"6'-3 1/4"5'-9 3/4"5'-5 1/2"12'-1"13'-1"14'-6 1/2"2'-0"11'-2 1/2"1'-6"45'-2"29'-10"89'-8 1/2"5'-8" 5'-6" 5'-6" 7'-3"7'-3" 2'-5" 2'-0 1/2" 2'-7" 2'-3 1/2" 7'-0"7'-0"
4'-5 1/2" 4'-10 1/2"14'-0"
16'-8"14'-6"23'-4"
54'-6"2'-0" 3'-10 1/2"
9'-10 1/2" 2'-0"9'-9"15'-9"7'-2"9'-0"2'-0"9'-0"4'-8"25'-6"14'-4"5'-4"31'-10"2'-0"11'-2 1/2"1'-6"39'-10"37'-2"91'-8 1/2"9'-9 1/2"9'-4" 2'-10 1/2" 2'-7 1/2"2'-7 1/2" 2'-7" 6'-11"7'-1"19'-1 1/2"5'-6"5'-2 1/2"14'-0"24'-7 1/2"6'-8"19'-2 1/2"4'-0"18'-7"2'-0"14'-9"2'-0"13'-2"54'-6"
6'-9" 4'-3" 3'-3 1/2" 4'-4 1/2" 5'-9 1/2" 7'-0" 4'-7" 2'-3 1/2" 3'-1 1/2" 3'-0" 3'-1 1/2" 2'-0"
6'-6" 4'-6" 11" 2'-4 1/2"4 1/2"18'-7"2'-11 1/2"3'-1"2'-4"11'-7"5'-9 1/2"6'-3 1/2"3'-3 1/2"3'-6"4'-0 1/2"8'-0 1/2"5'-5 1/2"11'-6 1/2"8'-6"3'-0"2'-0"4'-6"6'-0"12'-0"5'-6" 6'-8"1'-0 1/2"3'-0"6 1/2"8'-0" 2'-0"1'-7 1/2"2'-6"8"4'-0"8"2'-6"1'-7 1/2"VENT DRYERTO OUTSIDE20 MIN. w/ CLOSERELEC. PANEL4'-0"6'-2"NOTES:1. EXTERIOR WALL FRAMING TO BE 2X6,INTERIOR WALL FRAMING TO BE 2X4 U.N.O.2. PROVIDE 20 MIN. RATED DOOR w/ CLOSER @DOOR BETWEEN GARAGE AND HOUSE.3. ALL CONCRETE STEPS TO HAVE A MIN. RUN OF11"4. PROVIDE 36" LANDING w/ 1 1/2" MAX. DROPBETWEEN THRESHOLD AND LANDING (7 3/4" MAX.DROP IF DOOR SWINGS IN).-IRC 2018, R311.35. DRYER EXHAUST NOTE:THE MAX. LENGTH OF A CLOTHES DRYER EXHAUSTDUCT SHALL NOT EXCEED 25 FEET FROM THEDRYER LOCATION TO THE WALL OR ROOFTERMINATION. THE MAX. LENGTH OF THE DUCTSHALL BE REDUCED 2.5 FEET FOR EACH45-DEGREE BEND AND 5 FEET FOR EACH90-DEGREE BEND. THE MAX. LENGTH OF THEEXHAUST DUCT DOES NOT INCLUDE THE TRANSITIONDUCT.-IRC 2018, M1502.4.56. PROVIDE INSULATION ON WATER LINES ONEXTERIOR WALLS TO PREVENT FREEZING7. SECURE TOP & BOTTOM 1/3 OF WATER HEATER W/APPROVED SEISMIC STRAPS AND INSTALLEXPANSION TANK PER LOCAL REQUIREMENT8. PROVIDE COMBUSTION AIR FROM OUTSIDE TOFURNACE & WATER HEATER9. HOT WATER LINES TO HAVE 1/2" FOAM INSULATION10.PROVIDE SAFE PAN BENEATH FURNACEproject:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A3.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AMAIN FLOOR PLAN20 min doorsSD COSDSDSD
A
A5.1
AA5.1
SCALE 1/4"=1'-0"MAIN FLOOR FRAMING PLAN11 7/8" TJI/210 @ 16" O.C.project:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A4.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AMAIN FLOOR FRAMINGPLAN
A
A5.1
AA5.1(11' CLG.)PRE-MANUFACTURED TRUSSES @ 24" O.C.GIRDER TRUSS SCALE 1/4"=1'-0"ROOF FRAMING PLANGIRDER TRUSS
OVER-BUILD
GIRDERGIRDER GIRDEROVERBUILD
OVERBUILD GIRDERGIRDERproject:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A4.1MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AROOF FRAMING PLANRoof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
ANY ENGINEERING NOTES ANDSPECIFICATIONS SUPERSEDETHESE NOTES AND CALL-OUTSNOTE:GENERAL NOTES:1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL ADOPTED CODES AND REGULATIONSSET FORTH BY THE JURISDICTION IN WHICH CONSTRUCTION TAKES PLACE.2. PROVIDE ATTIC ACCESS CLEAR OPENING OF 22"X30". ACCESS SHALL NOT BE LOCATEDABOVE A CLOSET SHELF AND SHALL HAVE 30" MIN. HEAD ROOM.3. CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS ARE REQUIRED AS A BACKERFOR WALL TILE IN TUB & SHOWER AREAS & WALL PANELS IN SHOWER AREAS. R702.4.24. INSTALL 5/8" TYPE "X" GYP. ON ALL WALLS, CEILING, BEAMS AND SUPPORTS IN GARAGE FORFIRE PROTECTION BETWEEN HOUSE AND GARAGE. (INSTALL (2) LAYERS OF TYPE 'X' GYPSUM BOARDPERPENDICULAR TO CEILING FRAMING FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS.OTHERWISE EITHER DIRECTION WILL SUFFICE.). EACH SHEET TO BE NAILED 4" O.C. AT EDGES AND 6"O.C. IN FIELD.5. ATTIC VENTILATION AS FOLLOWS: 1 SQ. FT./150 SQ. FT. OF ATTIC AREA.6. ALL FOOTINGS SHALL BE PLACED 12" BELOW UNDISTURBED EARTH AND A MIN. OF 30"BELOW FINISHED GRADE OR AS NOTED ON PLAN. TOP OF FOUNDATION TO BE A MIN. 6" ABOVEFINISHED GRADE. FINISHED GRADE TO HAVE A MIN. 6" SLOPE AWAY FROM BUILDING FORFIRST 10 FEET. ALL DRAINAGE FROM LOT TO DRAIN INTO APPROVED DRAINING SYSTEM.7. METAL FLASHING REQ'D FOR MASONRY VENEER REQ'D FROM FOUNDATION UP THE FIRSTTHREE COURSES, & 3/16" WEEP HOLES 33" O.C. FLASHING TO EXTEND BEYOND FOUNDATIONEDGE 1/2".WINDOWS:1. BEDROOM WINDOWS SHALL HAVE A MIN. CLEAR OPENING OF 5.7 SQ. FT. WITH A MIN. NETCLEAR OPENING WIDTH OF 20" (FOR A TALL WINDOW) AND A MIN. NET CLEAR OPENING HEIGHTOF 24" (FOR A WIDE WINDOW) AND A FINISHED SILL HEIGHT NOT TO EXCEED 44" ABOVE THEFINISHED FLOOR.2. GLASS USED IN TUB OR SHOWER ENCLOSURES TO BE FULLY TEMPERED.3. TEMPERED GLASS SHALL BE USED IN ALL GLASS DOORS, GLASS IN DOORS, WINDOWS OVERBATHTUBS, WINDOWS WITHIN 18" OF THE FLOOR, GLAZING IN GUARD RAILINGS, AND WINDOWSWITHIN 24" OF ANY DOOR.4. PROVIDE 9" FLASHING AROUND ALL WINDOWS & DOORS WITH SILL PLATE FLASHING.5. FLASH & CAULK AROUND ALL EXTERIOR WINDOWS & DOORS PER MANUFACTURERS RECOMMENDATIONS.MECHANICAL:1.COMBUSTION AIR TO BE TAKEN FROM OUTSIDE.2. COMBUSTION AIR DUCTS TO BE LOCATED WITHIN THE UPPER 12" OF CEILING AND WITHIN12" OF THE FLOOR.3. DUCTS USED FOR COMBUSTION TO REMAIN SEPARATE FROM THE ENCLOSURE TO THEOUTSIDE AIR SOURCE.4. FURNACES IN A CLOSET SHALL HAVE A MIN. 3" CLEAR WORKING SPACE ON SIDES, BACKAND TOP.5. VENTS SHALL TERMINATE 4' BELOW, OR 4' HORIZONTALLY AND AT LEAST 1' ABOVE A DOOR,OPERABLE WINDOW, OR GRAVITY AIR INLET INTO A BUILDING.6. FLUE AND EXHAUST FAN VENTS SHALL BE AT LEAST 3' ABOVE AN OUTSIDE AIR INLETLOCATED WITHIN 10' AND AT LEAST 4' FROM PROPERTY LINE.7. MIN. 30" CLEARANCE REQ'D ABOVE RANGE TOP TO COMBUSTIBLES.8. EXHAUST FANS PROVIDING 5 AIR CHANGES PER HOUR TO BE INSTALLED IN BATHROOMSAND LAUNDRY ROOM WITHOUT AN OPERABLE WINDOW.9. RESIDENTIAL HEATING DUCT JOINTS TO BE FASTENED WITH AT LEAST 3 SHEET METALSCREWS EVENLY SPACED. SUPPORT DUCTS WITH APPROVED META SUPPORTS.10. PROVIDE COMBUSTION AIR TO LAUNDRY AREA.PLUMBING:1. PROVIDE SEISMIC STRAPS ON WATER HEATER.2. ALL TOILETS TO BE LOW-FLUSH TYPE. MAX. 1.6 GAL. PER FLUSH.3. MAX. FLOW RATE FOR SHOWER HEADS TO BE 2.5 GAL. PER MINUTE.4. PROVIDE OUTSIDE COMBUSTION AIR FOR WATER HEATER.5. PLUMBING VENTS SHALL BE AT LEAST 3' ABOVE OR 10' AWAY FROM ALL OUTSIDE AIRINTAKE OPENINGS.6. FLAG POLING OF PLUMBING VENTS IS PROHIBITED EXCEPT WHERE ROOM IS OCCUPIED.7. ALL HOSE BIBS TO BE FREEZE LESS AND HAVE BACK FLOW PREVENTOR.8. PLUMBING PENETRATIONS THROUGH GARAGE FIRE WALL MUST BE WITH METAL PIPING.9. NO SLIP JOINT PLUMBING CONNECTIONS ALLOWED IN CONCEALED CONSTRUCTION AREAS.(BATH TUBS).10. INDIVIDUALLY INSULATE WALL PLUMBING, WATER, DRAIN LINES IN AREAS SUBJECT TOFREEZING. EXTERIOR WALLS, ATTICS, CRAWL SPACES, GARAGES.ELECTRICAL:1. SMOKE DETECTORS AT EACH BEDROOM, AT HALLWAYS LEADING TO BEDROOMS, AT EVERYFLOOR LEVEL INCLUDING BASEMENTS, AT THE TOP OF EACH STAIRWAY ON FLOORS WITHOUTBEDROOMS, AND IN ROOMS SERVING BEDROOMS WHERE THE CEILING HEIGHT OF THE ROOMIS 24" OR GREATER IN HEIGHT THAN THE BEDROOM SERVED FROM SUCH ROOM. SMOKEDETECTORS SHALL BE HARD WIRED TOGETHER IN SERIES W/ BATTERY BACKUP.2. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY DEDICATED 20 AMP BRANCHCIRCUIT W/ NO OTHER OUTLETS.3. ELECTRICAL RECEPTACLE OUTLETS SHALL BE SUPPLIED WITHIN 25' OF HVAC EQUIPMENT(IRC - E3801.11).4. LIGHTS IN CLOSETS SHALL CONFORM TO CLEARANCES SPECIFIED PER CODE5. TEMP. WIRING SHALL CONFORM TO APPLICABLE CODE.6. ANY LIGHT FIXTURES OVER TUBS AND SHOWERS SHALL COMPLY WITH CURRENT CODE REQUIREMENTS.7. ALL CEILING FANS TO HAVE FAN RATED BOX.8. ALL KITCHEN SURFACE OUTLETS, BATH OUTLETS, GARAGE OUTLETS, OUTLETS OUTDOORSWITH DIRECT GRADE LEVEL ACCESS INCLUDING DECKS, BALCONIES, UNDER EAVES, CRAWLSPACES, AND IN UNFINISHED BASEMENTS TO BE GFI.FRAMING:1. SOLID BLOCKING BETWEEN JOISTS, RAFTERS, AND TRUSSES OVER BEARING WALLS.2. PROVIDE DOUBLE JOISTS UNDER BEARING WALL LOCATIONS WHERE SUCH WALLS AREPARALLEL WITH JOISTS.TYP. WALL SECTIONTOP OF FOOTINGTOP OF FOUNDATION WALLMAIN FINISH FLOORTOP PLATEPER PLANPER PLANPERPLANPER PLANSCALE 3/4" = 1'-0"2X TREATED PLATE W/ ANCHORBOLTS SPACED PER ENGINEERINGCALCULATIONS.3/4" T & G WAFERWOOD OVERFLOOR JOISTS, GLUE & NAIL. SEEFLOOR FRAMING PLAN FOR JOISTSIZE & SPACING8" CONC. FOUNDATION WALL w/APPROVED WATER RESISTANTEMULSIONFOOTING PER SCHEDULE4" CONC. SLAB OVERAPPROVED SOILALUM. SOFFIT (VENTED)STUCCO SYSTEM OR SIDING OVERMIN. (2) LAYERS OF NO. 15ASPHALT FELT OVERWAFERWOOD OVER 2x STUDSSPACED PER ENGINEERS CALCS.w/ INSUL.NOTE:EXTERIOR WALL FINISHES MUSTBE LISTED, LABELED, ANDINSTALLED AS PERMANUFACTURER'S INSTALLATIONINSTRUCTION GUIDES.RIM JOIST W/ BLOCKINGSIMPSON H1 ANCHOREVERY TRUSS2X FASCIA BD. w/ALUMINUM DRIP EDGESOLID 2X BLOCKINGINSTALL ICE & WATER SHIELD PER LOCALCODE - ICE & WATER SHIELD MUST EXTENDFROM THE EDGE OF THE EAVES TO A POINTNOT LESS THAN 24" INSIDE THE EXTERIORWALL LINEASPHALT SHINGLES OVER (1)LAYER OF NO. 15 FELT OVERWAFERWOOD (GAP 1/8" USEH-CLIPS) OVER TRUSSESINSUL. BAFFLER-38 INSUL.MIN. SEERESCHECKMID-HEIGHT BLOCKING @BEARING WALLSR-19 INSULATION MIN.SEE RESCHECKR-19 INSULATION MIN.SEE RESCHECKHOUSE DRAINAGE FINAL GRADESTO BE MIN. 6" OF FALL FOR FIRST10' FROM HOME.MIN. STAIR REQUIREMENTSHANDRAIL: 1 1/4"-2 5/8" DIA. CROSSSECTIONAL DIMENSION RETURN ENDSTO WALLGUARDRAIL TO BE MINIMUM HEIGHT OF 36" AND HAVE NO NETOPENINGS EXCEEDING 4" ON VERTICAL BALUSTERSSCALE 1/2"=1'-0"(3) 2" X 12" PARALLAM STRINGERS1/2" TYPE "X" GYP.2" X 4" REDWOOD OR TREATED PLATEF.F. PER PLANJOIST PER PLAN10"MIN.73/4"MAX.6'-8"MIN. HEADROOM34" 38"MIN. MAX.3/4" MIN. TO1 1/4" MAX.NOSING:WINDOW WELL REQUIREMENTS36" MIN.36" MIN.NOTES:1. WINDOW WELL REQUIRED FOR ESCAPE AND RESCUE WINDOWS WITHFINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION.2. ALL WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" SHALL BEEQUIPPED WITH A PERMANENTLY AFFIXED LADDER. ALL LADDERS MUST HAVE A14 MIN. WIDTH, 14" MAX. SPACE BETWEEN RUNGS AND A 6" MIN. TOE SPACE.3. ANY GRATES, BARS, GRILLS, DOMES OR SIMILAR DEVICES ON WINDOW WELLSREQUIRE AN APPROVED RELEASE MECHANISM.4. EGRESS/RESCUE WINDOWS ARE REQUIRED TO BE 5.7 SQ.FT. CLEAR OPENWITH A MIN. NET CLEAR OPENING WIDTH OF 20" (FOR A TALL WINDOW), AND A5. EGRESS/RESCUE WINDOWS ARE REQUIRED IN EVERY BEDROOM AND ATLEAST ONE IN A BASEMENT. VERIFY WINDOWS MEET EGRESS AS INDIVIDUALMANUFACTURERS MAY VARY IN NET CLEAR OPENING.LADDER - WHEN REQUIRED9 SQ. FT. NET CLEARDIMENSION (36"SMALLEST DIR.)WHEN WINDOW ISFULLY OPENSCALE 1/2"=1'-0"APPROVED WINDOWWELL WALLDETAIL - 4" LEDGE @ PORCH CAP4"6"MAX.SCALE 1/2"=1'-0"METAL FLASHINGSTORAGE ORCOMPACTED GRADEPER PLANREINFORCING PERENGINEERS SPECS.6" MIN. SLABSLOPE TO DRAINFDN. WALLPER PLANMAINTAIN 4" LEDGE FORPORCH CAP (THICKEN WALLAS REQ'D)DETAIL-TYP. CONC. PEDESTALFTG. SIZE& REINF. PER SCHED.AS REQ'D FORUNDISTURBED BEARINGOR FROST DEPTHWHICH EVER IS GREATERSOIL BRG.EXTERIOR HARDSCAPE#4 DOWELS-EXTENDFULL HEIGHT OFPEDESTAL#3 TIES @ 10" O.C. UNDISTURBED1/2" EXPANSION MAT'L1" CHAMFERSCALE 1"=1'-0"PERPLANCOLUMN PER PLAN2" MIN.SLOPE 1.5% FROM EXTERIOR WALLOF HOUSE TO FRONT OF PORCH"B" DECK BASE. PROVIDE AMIN 2" OVERAGE AT FOUNDATION WALLSPROVIDE A 1" OVERHANG AT PORCHCAP OVER FOUNDATION WALLSEE ENGINEERING FOR PORCH CAPRE-FORCINGPROVIDE A MIN. OF 12" ICE ANDWATER SHIELD OVER WEATHERBARRIER BETWEEN PORCH CAPAND EXPOSED FRAMING.RUN DOWN TO TOP OF FOUNDATIONWALL.24 GA. 4"X4" LEG GALV. FLASHINGFROM WALL TO BELOW CULTUREDSTONE VENEER. CAULK BETWEENPORCH CAP AND FLASHINGPORCH CAP DETAILSCALE = N.T.S.MIN. NET CLEAR OPENING HEIGHT OF 24" (FOR A WIDE WINDOW). MIN. HEIGHTFROM FLOOR TO CLEAR OPENING NOT TO EXCEED 44".44" MAX. TOCLEAR OPENINGTYP. TRUSS HEELSCALE = N.T.S.PERPLANproject:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A5.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/ASECTIONSalso on 4' walls? 8" x 20"
MAIN F.F.100'-0"MAIN F.F.100'-0"MAIN TOP PLATE109'-0"MAIN TOP PLATE109'-0"FAMILY ROOM T.P.111'-0"GARAGE T.O.S.98'-6"SCALE 1/4"=1'-0"SECTION 'A'12101210CRAWLSPACECRAWLSPACECLG.11'-0"CLG.9'-0"SLOPE TO DRAINSLOPE TO DRAINproject:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.A5.1MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/ASECTIONS
WP/GFIWP/GFIWP/GFI
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GFISCALE 1/4"=1'-0"MAIN FLOOR ELECTRICAL PLANELEC. PANEL3 WAY SWITCHDUPLEX RECEPTACLE OUTLET - TAMPER RESISTANTCARBON MONOXIDE DETECTOREXHAUST FAN - VENT TO OUTSIDESURFACE MOUNT LIGHT FIXTUREGROUND FAULT INTERCEPT DUPLEX RECEPTACLE OUTLETWATER PROOF G.F.I. DUPLEX RECEPTACLE OUTLETSMOKE DETECTOR WIRE IN SERIES W/ BATTERY BACK-UPELECTRICAL LEGENDGFIWP/GFI3COSNOTES:ALL OUTLETS MUST BE TAMPER RESISTANT PER 2017 NEC.ALL BEDROOM OUTLETS, LIGHTS, SWITCHES & SMOKE DETECTORS SHALL BE ARC-FAULT PROTECTED.FIELD DETERMINE LOCATION OF ALL SWITCHES.PROVIDE METALLIC WATER SERVICE & CONCRETE ENCASED ELECTRODE PER 2017 NEC.PROVIDE BUBBLE COVERS ON ALL EXTERIOR OUTLETS.INSTALL 110V OUTLET WITHIN 25' OF A/C UNIT.INSTALLATION OF ALL ELECTRICAL COMPONENTS SHALL COMPLY WITH THE 2017 NEC REQUIREMENTS INCLUDING THE PLACEMENT OF OUTLETS AS SPECIFIED IN CHAPTER 2 AND WIRING METHODS AS SPECIFIED IN CHAPTER 3 (I.E. RECEPTACLES ARE REQUIRED WITHIN 6' OF WALL ENDS AND VERTICAL EDGES OF DOORWAYS AND ON ALL WALL SECTIONS AT LEAST 2' WIDE).220 V. OUTLETPENDANT LIGHT FIXTURERECESSED CAN LIGHTCLG. FAN W/ LIGHT2'X4' FLUORESCENT LIGHT FIXTUREW
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CO GFIGFIGFIPWR FOR D.W.PWR FOR DISP.POWER FOR GARAGEDOOR OPENERproject:revisions:Project numberDateDrawn byEngineered by7707 SOUTH MAIN STREETMIDVALE, UT 84047801.285.8885CRAIG WALL DESIGNEACH SUB-CONTRACTOR SHALL CHECK AND UNDERSTAND ALL DIMENSIONS, NOTES AND OTHER ASPECTS OF THIS PROJECT APPLICABLE TO THEIR TRADE AND AFFECTING OTHER TRADES PRIOR TO AND DURING CONSTRUCTION.NOTIFY DESIGNER OR ENGINEER IN WRITING OF ANY DISCREPANCIES OR CHANGES ON THE DRAWINGS BEFORE PROCEEDING WITH ANY WORK.EACH SUB-CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADE THROUGH THE GENERAL CONTRACTOR.THE DESIGNER WILL NOT ASSUME RESPONSIBILITY FOR ANY MISUSE OR MISREADING OF THESE PLANS. WHERE INFORMATION IS AVAILABLE BUT UNCLEAR, THE PERSON USING THESE PLANS IS RESPONSIBLE FOR CLARIFYING ANY QUESTIONS ACCORDING TO THE CONDITIONS STATED ABOVE.E1.0MARCH 26, 2021SOMMER RESIDENCELOT 4 BLOCK 1PINE BROOK ESTATESREXBURG, IDCWDN/AMAIN FLOORELECTRICAL PLAN