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HomeMy WebLinkAboutAPPROVED PLANS - 21-00670 - 1141 John Hancock - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Description : 1141 John Hancock - New SFR Address : Record Type : New Single Family Residence Document Filename : KOETTING STAMPED & ENG.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00670 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G-101 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector C-101 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector A-101 Free text Larry Beesley : Building Open 3 SD A-101 Free text Larry Beesley : Building Open 3 SD A-101 Free text Larry Beesley : Building Open 3 SD A-101 Free text Larry Beesley : Building Open 3 SD A-101 Free text Larry Beesley : Building Open 3 SD CO A-101 Free text Larry Beesley : Building Open 3 SD CO A-101 Free text Larry Beesley : Building Open 3 FAN A-101 Free text Larry Beesley : Building Open 3 FAN A-101 Free text Larry Beesley : Building Open 3 FAN A-101 Free text Larry Beesley : Building Open 3 SD CO A-101 Free text Larry Beesley : Building Open 3 FAN A-101 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector New Single Family Residence Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A-102 Free text Larry Beesley : Building Open 4 SD CO A-102 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector Pg 5 Free text Larry Beesley : Building Open 5 Street Number Displayed on House Pg 5 Free text Larry Beesley : Building Open 5 Roof Ventilation as per R806 Pg 5 Free text Larry Beesley : Building Open 5 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Pg 5 Free text Larry Beesley : Building Open 5 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Pg 5 Free text Larry Beesley : Building Open 5 Minimum Frost Depth Ground Surface to Bottom of Footing 36" Pg 5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector Pg 5 Free text Larry Beesley : Building Open 5 3' LANDING REQUIRED Pg 5 Line Larry Beesley : Building Open 5 Pg 6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector Pg 7 Ellipse Larry Beesley : Building Open 7 Pg 7 Ellipse Larry Beesley : Building Open 7 Pg 7 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Pg 7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector Pg 8 Rectangle Larry Beesley : Building Open 8 Pg 8 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector S-301 Rectangle Larry Beesley : Building Open 9 S-301 Rectangle Larry Beesley : Building Open 9 S-301 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector S-301 Free text Larry Beesley : Building Open 9 3' LANDING REUIRED S-301 Line Larry Beesley : Building Open 9 S-302 Line Larry Beesley : Building Open 10 S-302 Free text Larry Beesley : Building Open 10 Finished height S-302 Free text Larry Beesley : Building Open 10 SD S-302 Free text Larry Beesley : Building Open 10 SD CO S-302 Free text Larry Beesley : Building Open 10 SD S-302 Free text Larry Beesley : Building Open 10 SD S-302 Stamp Larry Beesley : Building Open 10 Approved - Building Inspector Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments R-101 Stamp Larry Beesley : Building Open 11 Approved - Building Inspector E-101 Stamp Larry Beesley : Building Open 12 Approved - Building Inspector E-102 Free text Larry Beesley : Building Open 13 SD E-102 Stamp Larry Beesley : Building Open 13 Approved - Building Inspector Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E 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# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . INDEX OF SHEETS G-101 C-101 A-101 A-102 A-201 A-301 S-101 S-201 S-301 S-302 R-101 E-101 E-102 COVER SHEET SITE FLOOR PLANS BASEMENT PLAN ELEVATIONS SECTIONS FOUNDATION & ROOF FLOOR FRAMING WALL FRAMING BASEMENT WALL FRAMING DETAILS MEP MARKUP PLAN MEP MARKUP PLAN FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE ID SECOND FLOOR MAIN FLOOR AREA 1,331.46 946.00 2,277.46 sq ft UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE ID GARAGE BASEMENT AREA 486.29 946.00 1,432.29 sq ft DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE ID FRONT PORCH AREA 87.71 87.71 sq ft LOCATION: REXBURG, ID SNOW LOAD: 35 PSF WIND SPEED: 115 MPH FROST DEPTH: 36" SEISMIC: D1 REGULATION: IRC 2018 KOETTING RESIDENCEKOETTING RESIDENCEKOETTING RESIDENCEKOETTING RESIDENCE N 16' 16' 16' 16'1 8 '1 8 '1 8 '1 8 ' 1 6 '-6 1 6 '-6 1 6 '-6 1 6 '-6 1 /4 " 1 /4 " 1 /4 " 1 /4 " 22' MAX.22' MAX.22' MAX.22' MAX. FRONT SETBACK FRONT SETBACK FRONT SETBACK FRONT SETBACK J O H N H A N C O C K A V E . J O H N H A N C O C K A V E . J O H N H A N C O C K A V E . J O H N H A N C O C K A V E . PROPOSEDPROPOSEDPROPOSEDPROPOSED NEW HOMENEW HOMENEW HOMENEW HOME 15' REAR SETBACK15' REAR SETBACK15' REAR SETBACK15' REAR SETBACK 5' SID E S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K 15 15 15 15 ' ' ' ' M I N . F R O N T M I N . F R O N T M I N . F R O N T M I N . F R O N T S E T B A C K S E T B A C K S E T B A C K S E T B A C K 4 1 .2 7 ' 4 1 .2 7 ' 4 1 .2 7 ' 4 1 .2 7 ' 3 4 .8 3 ' 3 4 .8 3 ' 3 4 .8 3 ' 3 4 .8 3 ' 14 4.5 7' 14 4.5 7' 14 4.5 7' 14 4.5 7' 2 1 .0 2 2 1 .0 2 2 1 .0 2 2 1 .0 2 '''' 52.72'52.72'52.72'52.72' 2 7 .5 3 ' 2 7 .5 3 ' 2 7 .5 3 ' 2 7 .5 3 ' 12 4.17' 12 4.17' 12 4.17' 12 4.17' PARCEL # RPRFNDR0030200 LOT 20 BLK 3 FOUNDERS SQUARE 0.22 ACRES 1 SITE PLANSITE PLANSITE PLANSITE PLAN SCALE: SCALE: SCALE: SCALE: 1" = 10'1" = 10'1" = 10'1" = 10' 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 C ONTRACTOR 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 : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E 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# 21-08-KSK 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 Co p y r i g h t 2 0 2 1 | 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 . DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E FL O O R P L A N S SH E E T T I T L E : A-101 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 3 A F 1 UP UP UP UP DW E D D H 1 FB 2 1 4 4 5 4 5 F DOWN 38 ' 38 ' 38 ' 38 ' 40'40'40'40' 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 PANTRYPANTRYPANTRYPANTRY BATHBATHBATHBATH OFFICEOFFICEOFFICEOFFICE 8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7" KITCHENKITCHENKITCHENKITCHEN 13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0" DININGDININGDININGDINING 10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9" LIVINGLIVINGLIVINGLIVING 13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3" 2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE 21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6" 40'40'40'40' 34 ' 34 ' 34 ' 34 ' DOWN G G FC F 4 4 F 5 5 5 5 4 6 6 4 554 4 4 4 W DR 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM 13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2" LAUNDRYLAUNDRYLAUNDRYLAUNDRY 7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8" W.I.CW.I.CW.I.CW.I.C 13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"BED 1BED 1BED 1BED 1 10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8" BED 2BED 2BED 2BED 2 10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4" BED 3BED 3BED 3BED 3 10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4" DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE ID 1 2 3 4 5 6 B1 B2 B3 QTY 3 1 1 11 8 2 3 2 2 LOCATION Exterior Exterior Exterior Interior Interior Interior Interior Interior Interior FIRE RATING DOOR W 3' 6' 16' 2'-6" 3' 5' 3' 2'-6" 5' HT 7' 7' 8' 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING GLASS GARAGE DOOR FUTURE BASEMENT FUTURE BASEMENT FUTURE BASEMENT FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE ID SECOND FLOOR MAIN FLOOR AREA 1,331.46 946.00 2,277.46 sq ft UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE ID GARAGE BASEMENT AREA 486.29 946.00 1,432.29 sq ft DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE ID FRONT PORCH AREA 87.71 87.71 sq ft WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 1 1 2 1 8 2 1 SIZE W 3' 3' 3' 3' 4' 4' 6' 6' HT 3' 3'-6" 4' 5' 5' 4' 4' 5' NOTES 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" 2 SECOND LEVEL PLANSECOND LEVEL PLANSECOND LEVEL PLANSECOND LEVEL PLAN SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" SD SD SD SD SD CO SD CO FAN FAN FAN SD CO FAN DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E BA S E M E N T P L A N SH E E T T I T L E : A-102 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . F F F B3 B1B1 B3B1B2 B2 UP 38 ' 38 ' 38 ' 38 ' 40'40'40'40' MECH.MECH.MECH.MECH.BATHBATHBATHBATH BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1 12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2" BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2 11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2" BASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVING 12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5" 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE ID 1 2 3 4 5 6 B1 B2 B3 QTY 3 1 1 11 8 2 3 2 2 LOCATION Exterior Exterior Exterior Interior Interior Interior Interior Interior Interior FIRE RATING DOOR W 3' 6' 16' 2'-6" 3' 5' 3' 2'-6" 5' HT 7' 7' 8' 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING GLASS GARAGE DOOR FUTURE BASEMENT FUTURE BASEMENT FUTURE BASEMENT FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE ID SECOND FLOOR MAIN FLOOR AREA 1,331.46 946.00 2,277.46 sq ft UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE ID GARAGE BASEMENT AREA 486.29 946.00 1,432.29 sq ft DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE ID FRONT PORCH AREA 87.71 87.71 sq ft WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 1 1 2 1 8 2 1 SIZE W 3' 3' 3' 3' 4' 4' 6' 6' HT 3' 3'-6" 4' 5' 5' 4' 4' 5' NOTES 1 FUTURE BASEMENT PLANFUTURE BASEMENT PLANFUTURE BASEMENT PLANFUTURE BASEMENT PLAN SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" SD CO DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E EL E V A T I O N S SH E E T T I T L E : A-201 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT 5 12 5 12 5 12 5 12 FFFFFFFFGGGG HHHH 1111 3333 6 12 6 12 6 12 FFFF 1111 AAAA FFFF CCCC GGGG 2222 BBBBFFFF 6 12 6 12 6 12 DDDDEEEEDDDD 1 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" 2 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" 3 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" 4 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" Street Number Displayed on House Roof Ventilation as per R806 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) 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" 3' LANDING REQUIRED DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E SE C T I O N S SH E E T T I T L E : A-301 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . -8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING -5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING -2' GARAGE SLAB-2' GARAGE SLAB-2' GARAGE SLAB-2' GARAGE SLAB -1'-2 1/8" TOP OF FOUNDATION-1'-2 1/8" TOP OF FOUNDATION-1'-2 1/8" TOP OF FOUNDATION-1'-2 1/8" TOP OF FOUNDATION 8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL 9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR 26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT 7' - 9 1 / 2 " 7' - 9 1 / 2 " 7' - 9 1 / 2 " 7' - 9 1 / 2 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 8' - 1 1 / 8 " 10 ' - 1 1 / 8 " 10 ' - 1 1 / 8 " 10 ' - 1 1 / 8 " 10 ' - 1 1 / 8 " MASTERMASTERMASTERMASTER BEDROOMBEDROOMBEDROOMBEDROOM BED 2BED 2BED 2BED 2 BED BED BED BED 3333 LIVINGLIVINGLIVINGLIVING UNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENT 2-CAR2-CAR2-CAR2-CAR GARAGEGARAGEGARAGEGARAGE MANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSES 6' - 8 " M I N . 6' - 8 " M I N . 6' - 8 " M I N . 6' - 8 " M I N . HE A D R O O M HE A D R O O M HE A D R O O M HE A D R O O M 6' - 8 " M I N . 6' - 8 " M I N . 6' - 8 " M I N . 6' - 8 " M I N . HE A D R O O M HE A D R O O M HE A D R O O M HE A D R O O M -8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING -5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING 0" MAIN FLOOR0" MAIN FLOOR0" MAIN FLOOR0" MAIN FLOOR 8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL 9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR 20'-2 1/16" RIDGE20'-2 1/16" RIDGE20'-2 1/16" RIDGE20'-2 1/16" RIDGE 26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT 6 12 6 12 6 12 MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER LAUNDRYLAUNDRYLAUNDRYLAUNDRY KITCHENKITCHENKITCHENKITCHEN UNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENT BEAM, SEE FLOOR FRAMINGBEAM, SEE FLOOR FRAMINGBEAM, SEE FLOOR FRAMINGBEAM, SEE FLOOR FRAMING JOIST JOIST JOIST JOIST WEB STIFFENERWEB STIFFENERWEB STIFFENERWEB STIFFENER MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED TRUSSESTRUSSESTRUSSESTRUSSES MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER BED BED BED BED 1111 OFFICEOFFICEOFFICEOFFICE GARAGEGARAGEGARAGEGARAGE BED BED BED BED 3333 UNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENT 1 CROSS SECTIONCROSS SECTIONCROSS SECTIONCROSS SECTION SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 2 SECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRS SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 3 SECTION @ GARAGESECTION @ GARAGESECTION @ GARAGESECTION @ GARAGE SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E FO U N D A T I O N & R O O F SH E E T T I T L E : S-101 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 10 R-101 40'40'40'40' 38 ' 38 ' 38 ' 38 ' 20'-3"20'-3"20'-3"20'-3"19'-9"19'-9"19'-9"19'-9" 38 ' 38 ' 38 ' 38 ' 5' 5'5'5' 33 ' 33 ' 33 ' 33 ' 17'-4"17'-4"17'-4"17'-4"22'-8"22'-8"22'-8"22'-8" 22 ' 22 ' 22 ' 22 ' 16 ' 16 ' 16 ' 16 ' 5' 5'5'5' 17 ' 17 ' 17 ' 17 ' 16 ' 16 ' 16 ' 16 ' 22'22'22'22' 20 ' 20 ' 20 ' 20 ' 2'2'2'2' 11 ' 11 ' 11 ' 11 ' 5'5'5'5' 11'-5"11'-5"11'-5"11'-5"11'-3"11'-3"11'-3"11'-3" 40'40'40'40' 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 21 ' - 9 " 21 ' - 9 " 21 ' - 9 " 21 ' - 9 " 8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ # 4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C. BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS 3333 L1L1L1L1 L1L1L1L1 L1L1L1L1 FW 2 FW 2 FW 2 FW 2 FW2FW2FW2FW2 FW 1 FW 1 FW 1 FW 1 FW1FW1FW1FW1 FW 2 FW 2 FW 2 FW 2 FW2FW2FW2FW2 FW2FW2FW2FW2 FW 2 FW 2 FW 2 FW 2 FW 1 FW 1 FW 1 FW 1 FW 1 FW 1 FW 1 FW 1 FW1FW1FW1FW1 F4F4F4F4 F4F4F4F4 F4F4F4F4 F4F4F4F4 F4F4F4F4 F6F6F6F6 F6F6F6F6 F6F6F6F6 F6F6F6F6 F4F4F4F4 F6F6F6F6 3333 8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ # 4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C. BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS 1111 1111 1111 1111 2 2 2 2 22222222 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 4 R-101 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 MANUFACTURED TRUSSES BY MANUFACTURERMANUFACTURED TRUSSES BY MANUFACTURERMANUFACTURED TRUSSES BY MANUFACTURERMANUFACTURED TRUSSES BY MANUFACTURER MONO-SLOPE TRUSSESMONO-SLOPE TRUSSESMONO-SLOPE TRUSSESMONO-SLOPE TRUSSES MANUFACTURED GABLE TRUSSESMANUFACTURED GABLE TRUSSESMANUFACTURED GABLE TRUSSESMANUFACTURED GABLE TRUSSES GIRDER TRUSS PER MFR.GIRDER TRUSS PER MFR.GIRDER TRUSS PER MFR.GIRDER TRUSS PER MFR. (3) 2X8(3) 2X8(3) 2X8(3) 2X8 ROOF OVERBUILD, TYP.ROOF OVERBUILD, TYP.ROOF OVERBUILD, TYP.ROOF OVERBUILD, TYP. 6 / 1 2 6 / 1 2 5/12 6 / 1 2 5/12 6 / 1 2 5/12 5/12 FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE IDIDIDID F4 F6 WIDTHWIDTHWIDTHWIDTH 18" 24" DEPTHDEPTHDEPTHDEPTH 10" 10" FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE CONTINUOUS FOOTING CONTINUOUS FOOTING FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR (2) #4 BAR CONT. (3) #4 BAR CONT. PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED) --- --- FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS WALL IDWALL IDWALL IDWALL ID FW1 FW2 THICKTHICKTHICKTHICK 8" 8" HEIGHTHEIGHTHEIGHTHEIGHT 4' 8' VERT BARVERT BARVERT BARVERT BAR #4 #4 VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING 24" O.C. 24" O.C. HORIZ BARHORIZ BARHORIZ BARHORIZ BAR #4 #4 HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING 24" O.C. 24" O.C. BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12" (1) (2) J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE 5/8" W/7" EMBED 5/8" W/7" EMBED J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING 48" O.C. 48" O.C. LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE IDIDIDID L1 LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE (2) #4 BARS TOP & BOTTOM SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES SYMSYMSYMSYM IDIDIDID 1 2 3 #### 4 3 2 TYPETYPETYPETYPE HDU5 STHD10RJ ABU66Z 4 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" 5 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" FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE: 1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS. 2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION 3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL. 4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA. 5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS. 6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O. 7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS . 8. DAMP PROOFING PER 2012 IBC SECTION 403.2 9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER. 10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE. 11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE. ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE: 1. MANUFACTURED TRUSSES DESIGN PER MANUFACTURER. 2. SIMPSON H1 TIES @ EA. TRUSS. 3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES PLY TO MATCH PLY OF GIRDER TRUSS. 4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE. 5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING. 6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES, RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION. 7. #15 ROOFING FELT MINIMUM. 8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER. 9. FASCIA/SOFFIT TO MATCH SIDING. Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E FL O O R F R A M I N G SH E E T T I T L E : S-201 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 16 ' - 6 16 ' - 6 16 ' - 6 16 ' - 6 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 17'-917'-917'-917'-9 3/4"3/4"3/4"3/4" 15 ' - 9 15 ' - 9 15 ' - 9 15 ' - 9 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 5' - 4 5' - 4 5' - 4 5' - 4 5/ 8 " 5/ 8 " 5/ 8 " 5/ 8 " (3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL (1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL (1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVLHUS 1.81/10HUS 1.81/10HUS 1.81/10HUS 1.81/10 11-7/8" BCI 6000 @ 16" O.C.11-7/8" BCI 6000 @ 16" O.C.11-7/8" BCI 6000 @ 16" O.C.11-7/8" BCI 6000 @ 16" O.C. OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP) BL O C K O U T F O R S T A I R S BL O C K O U T F O R S T A I R S BL O C K O U T F O R S T A I R S BL O C K O U T F O R S T A I R S 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 16 ' - 1 1 16 ' - 1 1 16 ' - 1 1 16 ' - 1 1 1/ 8 " 1/ 8 " 1/ 8 " 1/ 8 " 15 ' - 5 15 ' - 5 15 ' - 5 15 ' - 5 3/ 8 " 3/ 8 " 3/ 8 " 3/ 8 " 5' - 3 5' - 3 5' - 3 5' - 3 3/ 8 " 3/ 8 " 3/ 8 " 3/ 8 " 33 ' - 5 33 ' - 5 33 ' - 5 33 ' - 5 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 22'-522'-522'-522'-5 1/2"1/2"1/2"1/2" 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM (3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL (1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL (1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVLHUS 1.81/10HUS 1.81/10HUS 1.81/10HUS 1.81/10 PLYWOOD WEB STIFFENERSPLYWOOD WEB STIFFENERSPLYWOOD WEB STIFFENERSPLYWOOD WEB STIFFENERS FOR FIRST 2' OF SPANFOR FIRST 2' OF SPANFOR FIRST 2' OF SPANFOR FIRST 2' OF SPAN FLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEER PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP) BL O C K O U T F O R S T A I R S BL O C K O U T F O R S T A I R S BL O C K O U T F O R S T A I R S BL O C K O U T F O R S T A I R S 3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 4 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E WA L L F R A M I N G SH E E T T I T L E : S-301 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 7"7"7"7" 4'-11"4'-11"4'-11"4'-11"4'-11"4'-11"4'-11"4'-11"4'-7"4'-7"4'-7"4'-7"3'3'3'3'10'-9"10'-9"10'-9"10'-9"11'-3"11'-3"11'-3"11'-3" 5'-6"5'-6"5'-6"5'-6"14'-9"14'-9"14'-9"14'-9"3'-9"3'-9"3'-9"3'-9" 12 ' 12 ' 12 ' 12 ' 8'8'8'8' 2'2'2'2' 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 8' 8'8'8' 5' 5'5'5' 5' 5'5'5' 3' - 9 " 3' - 9 " 3' - 9 " 3' - 9 " 4'-5"4'-5"4'-5"4'-5"4'-11"4'-11"4'-11"4'-11" 6' - 2 " 6' - 2 " 6' - 2 " 6' - 2 " 5'5'5'5' 3 A F 1 UP UP UP UP E D D H 1 FB 2 1 4 4 5 4 5 40'40'40'40' 38 ' 38 ' 38 ' 38 ' 38 ' 38 ' 38 ' 38 ' 40'40'40'40' 10'-5"10'-5"10'-5"10'-5"7'-7"7'-7"7'-7"7'-7"22'22'22'22' 5' 5'5'5' 33 ' 33 ' 33 ' 33 ' 22 ' 22 ' 22 ' 22 ' 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 11 ' - 2 " 11 ' - 2 " 11 ' - 2 " 11 ' - 2 " 24'24'24'24'6'-8"6'-8"6'-8"6'-8"9'-4"9'-4"9'-4"9'-4" 5' 5'5'5' 17 ' 17 ' 17 ' 17 ' 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 5' - 2 " 5' - 2 " 5' - 2 " 5' - 2 " 6'6'6'6' 13'-8"13'-8"13'-8"13'-8"4'-4"4'-4"4'-4"4'-4"6'6'6'6'6'-8"6'-8"6'-8"6'-8"5'-2"5'-2"5'-2"5'-2"4'-2"4'-2"4'-2"4'-2" DOWN 12 ' 12 ' 12 ' 12 ' 5' - 5' - 5' - 5' - 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 H1H1H1H1 H1H1H1H1 H3H3H3H3 H2H2H2H2 H2H2H2H2 H1H1H1H1 H1H1H1H1 H2H2H2H2 H1H1H1H1 H1H1H1H1 H2H2H2H2 H2H2H2H2 H2H2H2H2 H2H2H2H2 SW2SW2SW2SW2 SW 2 SW 2 SW 2 SW 2 SW2SW2SW2SW2 SW 2 SW 2 SW 2 SW 2 SW2SW2SW2SW2 SW 2 SW 2 SW 2 SW 2 C2C2C2C2 C1C1C1C1 C5C5C5C5 C6C6C6C6 C6C6C6C6 C8C8C8C8 C8C8C8C8 C4C4C4C4 C4C4C4C4 PANTRYPANTRYPANTRYPANTRY BATHBATHBATHBATH OFFICEOFFICEOFFICEOFFICE 8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7" KITCHENKITCHENKITCHENKITCHEN 13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0" DININGDININGDININGDINING 10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9" LIVINGLIVINGLIVINGLIVING 13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3" 2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE 21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6" 4' 4'4'4' 1' 1'1'1' 12 ' - 2 " 12 ' - 2 " 12 ' - 2 " 12 ' - 2 " 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " 5' 5'5'5' 11 ' - 2 " 11 ' - 2 " 11 ' - 2 " 11 ' - 2 " 5'-6"5'-6"5'-6"5'-6"8'-2"8'-2"8'-2"8'-2"6'-7"6'-7"6'-7"6'-7"1'-9"1'-9"1'-9"1'-9"6'-3"6'-3"6'-3"6'-3"4'-11"4'-11"4'-11"4'-11" 5'-6"5'-6"5'-6"5'-6"8'-2"8'-2"8'-2"8'-2"5'-85'-85'-85'-8 1/2"1/2"1/2"1/2"5'-9"5'-9"5'-9"5'-9"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6" 40'40'40'40' 38 ' 38 ' 38 ' 38 ' 40'40'40'40' 34 ' 34 ' 34 ' 34 ' 13'-8"13'-8"13'-8"13'-8"8'-4"8'-4"8'-4"8'-4"6'-10"6'-10"6'-10"6'-10"11'-2"11'-2"11'-2"11'-2" 13'-8"13'-8"13'-8"13'-8"3'-103'-103'-103'-10 1/2"1/2"1/2"1/2"11'-511'-511'-511'-5 1/2"1/2"1/2"1/2"11'11'11'11' 1' 1'1'1' 16 ' 16 ' 16 ' 16 ' 9' - 3 " 9' - 3 " 9' - 3 " 9' - 3 " 7' - 9 " 7' - 9 " 7' - 9 " 7' - 9 " DOWN G G FC F 4 4 F 5 5 5 5 4 6 6 4 554 4 4 4 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 1' 1'1'1' 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 5 " 2' - 7 " 2' - 7 " 2' - 7 " 2' - 7 " 4' - 8 " 4' - 8 " 4' - 8 " 4' - 8 " 3' - 5 " 3' - 5 " 3' - 5 " 3' - 5 " 1' - 1 1 " 1' - 1 1 " 1' - 1 1 " 1' - 1 1 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 6'-6"6'-6"6'-6"6'-6"3'3'3'3'4'4'4'4'4'-6"4'-6"4'-6"4'-6"4'4'4'4'2'-6"2'-6"2'-6"2'-6"4'-4"4'-4"4'-4"4'-4"6'6'6'6'5'-2"5'-2"5'-2"5'-2" H2H2H2H2 H2H2H2H2 H2H2H2H2 H2H2H2H2 H1H1H1H1 H2H2H2H2 SW 2 SW 2 SW 2 SW 2 SW2SW2SW2SW2 SW 2 SW 2 SW 2 SW 2 SW2SW2SW2SW2 SW2SW2SW2SW2 SW2SW2SW2SW2 C4C4C4C4 C4C4C4C4 MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM 13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2" LAUNDRYLAUNDRYLAUNDRYLAUNDRY 7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8" W.I.CW.I.CW.I.CW.I.C 13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"BED 1BED 1BED 1BED 1 10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8" BED 2BED 2BED 2BED 2 10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4" BED 3BED 3BED 3BED 3 10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4" DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE ID 1 2 3 4 5 6 B1 B2 B3 QTY 3 1 1 11 8 2 3 2 2 LOCATION Exterior Exterior Exterior Interior Interior Interior Interior Interior Interior FIRE RATING DOOR W 3' 6' 16' 2'-6" 3' 5' 3' 2'-6" 5' HT 7' 7' 8' 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING GLASS GARAGE DOOR FUTURE BASEMENT FUTURE BASEMENT FUTURE BASEMENT FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE ID SECOND FLOOR MAIN FLOOR AREA 1,331.46 946.00 2,277.46 sq ft UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE ID GARAGE BASEMENT AREA 486.29 946.00 1,432.29 sq ft DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE ID FRONT PORCH AREA 87.71 87.71 sq ft WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 1 1 2 1 8 2 1 SIZE W 3' 3' 3' 3' 4' 4' 6' 6' HT 3' 3'-6" 4' 5' 5' 4' 4' 5' NOTES HEADERSHEADERSHEADERSHEADERS IDIDIDID H1 H2 H3 PLYPLYPLYPLY 2 2 2 SIZESIZESIZESIZE 2X8 SPF 2X10 SPF 1-3/4 x 9-1/2 MICROLAM NOTENOTENOTENOTE COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE IDIDIDID C1 C2 C4 C5 C6 C8 MATERIALMATERIALMATERIALMATERIAL (3) 2X4 SPF #2 OR BETTER (4) 2X4 SPF #2 OR BETTER (3) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER 6X6 SPF #1 OR BETTER SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE IDIDIDID SW2 LOCATIONLOCATIONLOCATIONLOCATION EXTERIOR TYPETYPETYPETYPE 7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD 1 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" 6 SECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMING SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE: 1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O. 2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER. 3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING. 4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING. 5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS. 6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER. 7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION. 8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION 9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER. 10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10". 11. PROVIDE GUARD RAILS @ 36" FROM NOSING , AND HANDRAILS AT THE SAME. 3' LANDING REUIRED DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E BA S E M E N T W A L L F R A M I N G SH E E T T I T L E : S-302 PLN# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 17'-4"17'-4"17'-4"17'-4"22'-8"22'-8"22'-8"22'-8" 5' 5'5'5' 21 ' - 6 " 21 ' - 6 " 21 ' - 6 " 21 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 6'6'6'6'5'-10"5'-10"5'-10"5'-10"2'-5"2'-5"2'-5"2'-5"12'-9"12'-9"12'-9"12'-9"13'13'13'13' 40'40'40'40' 22 ' 22 ' 22 ' 22 ' 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 38 ' 38 ' 38 ' 38 ' 38 ' 38 ' 38 ' 38 ' 40'40'40'40' 6'6'6'6'6'-9"6'-9"6'-9"6'-9" 6' - 6 " 6' - 6 " 6' - 6 " 6' - 6 " 5'5'5'5' 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 11 ' - 3 " 10 ' - 3 " 10 ' - 3 " 10 ' - 3 " 10 ' - 3 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " 11 ' - 6 " F F F B3 B1B1 B3B1B2 B2 UP 6'-8"6'-8"6'-8"6'-8"5'-2"5'-2"5'-2"5'-2"2'-5"2'-5"2'-5"2'-5"12'-9"12'-9"12'-9"12'-9"4'-4"4'-4"4'-4"4'-4"8'-8"8'-8"8'-8"8'-8" 8"8"8"8" 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " C2C2C2C2 C1C1C1C1 MECH.MECH.MECH.MECH.BATHBATHBATHBATH BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1 12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2" BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2 11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2" BASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVING 12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5" 2 A- 3 0 1 2 A- 3 0 1 1 A-301 1 A-301 3 A- 3 0 1 3 A- 3 0 1 DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE ID 1 2 3 4 5 6 B1 B2 B3 QTY 3 1 1 11 8 2 3 2 2 LOCATION Exterior Exterior Exterior Interior Interior Interior Interior Interior Interior FIRE RATING DOOR W 3' 6' 16' 2'-6" 3' 5' 3' 2'-6" 5' HT 7' 7' 8' 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING GLASS GARAGE DOOR FUTURE BASEMENT FUTURE BASEMENT FUTURE BASEMENT FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE ID SECOND FLOOR MAIN FLOOR AREA 1,331.46 946.00 2,277.46 sq ft UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE ID GARAGE BASEMENT AREA 486.29 946.00 1,432.29 sq ft DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE ID FRONT PORCH AREA 87.71 87.71 sq ft WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 1 1 2 1 8 2 1 SIZE W 3' 3' 3' 3' 4' 4' 6' 6' HT 3' 3'-6" 4' 5' 5' 4' 4' 5' NOTES 1111 2222 3333 4444 55556666 7777 88889999 10101010 11111111 12121212 14141414 13131313 CEILING OF NEXT LEVEL KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES: 1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS 2 - HANDRAIL 36" VERTICALLY FROM STAIR NOISING 3 - 7-3/4" MAX RISE 4 - 10" MIN RUN 5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS CONCRETE 6 - DRY WALL 7 - LVL STRINGER 8 - SIMPSON SLOP ABLE HANGER 9- FLOOR FRAMING 10 - RIM BOARD 11 - LVL DROPPED TO MATCH STRINGERS 12 - FILLER BLOCK 13 - MAX 4" GAP 14 - 42" MIN GUARD RAIL 1 5 4 2 3 1 5 4 2 3 8 1 3 3 7 26 KEYNOTES 1 - WALL SHEATHING 2 - HOLDOWN 3 - WOOD STUD WALL 4 - CONCRETE WALL 5 - WOOD ATTACHMENT SEE HOLDOWN MANUFACTURER SPECIFICATIONS 6 - EDGE NAILING SEE SHEAR WALL SCHEDULE 7 - WOOD POST SEE HOLDOWN MANUFACTURER SPECIFICATIONS 8 - WOOD FLOOR JOIST Section A Section B PLAN VIEW A B HEADERSHEADERSHEADERSHEADERS IDIDIDID H1 H2 H3 PLYPLYPLYPLY 2 2 2 SIZESIZESIZESIZE 2X8 SPF 2X10 SPF 1-3/4 x 9-1/2 MICROLAM NOTENOTENOTENOTE COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE IDIDIDID C1 C2 C4 C5 C6 C8 MATERIALMATERIALMATERIALMATERIAL (3) 2X4 SPF #2 OR BETTER (4) 2X4 SPF #2 OR BETTER (3) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER 6X6 SPF #1 OR BETTER SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE IDIDIDID SW2 LOCATIONLOCATIONLOCATIONLOCATION EXTERIOR TYPETYPETYPETYPE 7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD 1 FUTURE BASEMENT WALL FRAMINGFUTURE BASEMENT WALL FRAMINGFUTURE BASEMENT WALL FRAMINGFUTURE BASEMENT WALL FRAMING SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 7 401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 8 501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE: 1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O. 2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER. 3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING. 4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING. 5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS. 6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER. 7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION. 8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION 9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER. 10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10". 11. PROVIDE GUARD RAILS @ 36" FROM NOSING , AND HANDRAILS AT THE SAME. Finished height SD SD CO SD SD DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E 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# 21-08-KSK 7/23/2021 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 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 1 | 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 . 1 2 3 4 5 6 7 8 9 KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES: 1 - ROOF FINISH PER OWNER/BUILDER. OVER MIN #15 ROOFING FELT. 2 - OSB SHEETING 3 - MIN 2' ICE & WATER SHIELD 4 - DRIP LEDGE 5 - SUB FACIA 6 - SOFFIT 7 - WALL FINISH PER OWNER/BUILDER 8 - OSB WALL SHEETING 9 - WATER RESISTANT BARRIER 7 8 4 6 531212 4 91110 8 6 OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 2 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER 2 - 2x8 (MIN) CONT BEARING PLATE. 3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS MIN. 4 - ROOF SHEATHING 5 - 2x OVERBUILD FRAMING 6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER 7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT. 8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF OVER-BUILD). 9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C. 10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER. 11 - 2x6 (MIN) CONT BEARING PLATE. 12 - EDGE NAILING 8d NAILS AT 4" O.C. KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER 2 - 2x8 (MIN) CONT BEARING PLATE. 3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS MIN. 4 - ROOF SHEATHING 5 - 2x OVERBUILD FRAMING 6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER 7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT. 8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF OVER-BUILD). 9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C. 10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER. 11 - 2x6 (MIN) CONT BEARING PLATE. 12 - EDGE NAILING 8d NAILS AT 4" O.C. 1 2 3 4 5 6 KEY NOTESKEY NOTESKEY NOTESKEY NOTES 1 - CONCRETE PORCH CAP 2 - REBAR TO EXTEND INTO CAP 3 - FRAME WALL 4 - FLOOR FRAMING 5 - FOUNDATION 6 - MOISTURE BARRIER 3 2 6 5 4 1 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - WALL SHEATHING 2 - 2X6 BLOCK NAILED TO STUDS AND TRUSSES 3 - STUD WALL 4 - MANUFACTURED TRUSSES 5 - 2X6 LEDGER LEDGERLOK TO WALL BLOCKING @ 8" 0.C. 6 - 2X8 BLOCKING (4) 16d NAILS EACH STUD 4444 7777 1111 2222 3333 5555 8888 6666 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - WALL SHEATHING 2 - 2X8 LEDGER 3 - SIMPSON LSSR HANGER 4 - 2X8 RAFTER 5 - 2X10 BLOCKING (4) 16d NAILS EACH SIDE 6 - (2) LEDGERLOK @ 16" O.C. 7 - STUD WALL 8 - HEADER BEAM (SEE ROOF FRAMING) 1111 1111 7777 44444444 5555 3333 6666 2222 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - SUB FASCIA 2 - SIMPSON LUS HANGERS (TYP) 3 - 2x OUTLOOKERS @ 24" O.C. 4 - MANUFACTURED TRUSSES 5 - GABLE TRUSS 6 - SIMPSON H2.5A (TYP) 7 - STUD WALL 4444 7777 1111 2222 3333 5555 8888 6666 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - WALL SHEATHING 2 - 2X8 LEDGER 3 - SIMPSON LSSR HANGER 4 - 2X8 RAFTER 5 - 2X10 BLOCKING (4) 16d NAILS EACH SIDE 6 - (2) LEDGERLOK @ 16" O.C. 7 - STUD WALL 8 - HEADER BEAM (SEE ROOF FRAMING) 1 2 3 4 5 KEY NOTESKEY NOTESKEY NOTESKEY NOTES (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) 1 - WINDOW WELL. MIN 36" CLEARANCE FROM FOUNDATION WALL. 9 SQ. FT. MIN 2 - 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR 3 - PERMANENT LADDER OR STEPS REQUIRED WHEN DEPTH OF WINDOW WELL IS GREATER THEN 44 INCHES 4 - EMERGENCY ESCAPE AND RESCUE OPENING WITH SILL HEIGHT BELOW GRADE. 5 - 4" GRAVEL Be l o w F r o s t 6" M i n 1 5 4 3 2 7 6 8 9 10 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - FOOTING, SEE FDN PLAN 2 - CONCRETE WALL, SEE FDN PLAN 3 - CONCRETE SLAB 4 - CONT. SILL PLATE AND ANCHOR BOLTS 5 - WALL STUDS, SEE WALL FRAMING PLAN 6 - WALL SHEATHING, SEE WALL FRAMING PLAN 7 - REQ'D PANEL EDGE NAILING 8 - ANCHOR BOLTS, SEE FDN PLAN 9 - SQUARE PLATE WASHERS 10 - SILL SEALER BE L O W F R O S T 1 6 3 7 4 8 5 2 9 KEYNOTESKEYNOTESKEYNOTESKEYNOTES 1 - FOOTING, SEE FDN PLAN 2 - ALL SPLICES TO HAVE 40 BAR DIA. OVERLAP 3 - CONCRETE WALL, SEE FDN PLAN 4 - ANCHOR BOLTS, SEE FDN PLAN 5 - SILL SEALER 6 - CONT. SILL PLATE AND ANCHOR BOLTS 7 - REQ'D PANEL EDGE NAILING 8 - SQUARE PLATE WASHERS 9 - STANDARD HOOK, 12 BAR DIA. WET SET ACCEPTABLE. HOOK HORIZONTAL REBAR 1 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 4 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 10 104-PORCH CAP LEDGE104-PORCH CAP LEDGE104-PORCH CAP LEDGE104-PORCH CAP LEDGE NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 11 303-MONO TRUSS-TO-WALL303-MONO TRUSS-TO-WALL303-MONO TRUSS-TO-WALL303-MONO TRUSS-TO-WALL NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 13 304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 14 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 16 304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 17 107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE 18 101-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 19 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE UP UP UP UP DWF DOWN PANTRYPANTRYPANTRYPANTRY BATHBATHBATHBATH OFFICEOFFICEOFFICEOFFICE 8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7" KITCHENKITCHENKITCHENKITCHEN 13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0" DININGDININGDININGDINING 10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9" LIVINGLIVINGLIVINGLIVING 13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3" 2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE 21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6" DOWN W DR MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM 13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2" LAUNDRYLAUNDRYLAUNDRYLAUNDRY 7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8" W.I.CW.I.CW.I.CW.I.C 13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"BED 1BED 1BED 1BED 1 10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8" BED 2BED 2BED 2BED 2 10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4" BED 3BED 3BED 3BED 3 10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4" 1 MAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEP SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 2 SECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEP SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" MEP DRAWING NOTE: 1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to make notations and changes according to the direction of the homeowner and general contractor. 2. It is the responsibility of the individual contractors to ensure that all trade-specific design is done according to the latest code standards and the homeowners preference 3. The trade contractors shall present all material and fixture selections for homeowner approval prior to purchase and installation 4. If the installation of any pipes, ductwork, wires or other material require modification of the specified structure, the general contractor shall contact the structural engineer or designer to verify that such modification will not negatively effect the strength of the effected structural element DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E ME P M A R K U P P L A N SH E E T T I T L E : E-101 PLN# 21-08-KSK 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 Co p y r i g h t 2 0 2 1 | 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 . UP MECH.MECH.MECH.MECH.BATHBATHBATHBATH BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1 12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2" BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2 11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2" BASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVING 12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5" 1 BASEMENT MEPBASEMENT MEPBASEMENT MEPBASEMENT MEP SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" MEP DRAWING NOTE: 1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to make notations and changes according to the direction of the homeowner and general contractor. 2. It is the responsibility of the individual contractors to ensure that all trade-specific design is done according to the latest code standards and the homeowners preference 3. The trade contractors shall present all material and fixture selections for homeowner approval prior to purchase and installation 4. If the installation of any pipes, ductwork, wires or other material require modification of the specified structure, the general contractor shall contact the structural engineer or designer to verify that such modification will not negatively effect the strength of the effected structural element DR A W N B Y : CH K ' D B Y : KS K KS K PL O T D A T E : 7/ 2 3 / 2 0 2 1 EN G I N E E R : R A Y M C D O U G A L , P E DE S C R I P T I O N RE V I S I O N D A T E ME P M A R K U P P L A N SH E E T T I T L E : E-102 PLN# 21-08-KSK 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 J & K K O E T T I N G 11 4 1 J O H N H A N C O C K A V E . RE X B U R G , I D , 8 3 4 4 0 Co p y r i g h t 2 0 2 1 | 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 . SD