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HomeMy WebLinkAboutAPPROVED PLANS - 23-00405 - 1151 McJon Ln - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Description : 1151 McJon Ln - New SFR Address : 1151 McJon Ln Record Type : New Single Family Residence Document Filename : Francis2Layout.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00405 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector Pg 2 Free Text Larry Beesley : Building Open 2 Street Number Displayed on House Pg 2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector Pg 3 Free Text Larry Beesley : Building Open 3 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Pg 3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector Pg 4 Free Text Larry Beesley : Building Open 4 See the engineering for the garage, the location of the hold downs and sheeting. Pg 4 Free Text Larry Beesley : Building Open 4 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Free Text Larry Beesley : Building Open 4 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" New Single Family Residence You must print a copy of this approved set of plans and the engineering plan and have on the Job site at all times Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 4 Free Text Larry Beesley : Building Open 4 Foundation walls w/ rebar (city ordinance) Pg 4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector Pg 5 Free Text Larry Beesley : Building Open 5 Portal frame Pg 5 Free Text Larry Beesley : Building Open 5 Tempered glass Pg 5 Line Larry Beesley : Building Open 5 Pg 5 Free Text Larry Beesley : Building Open 5 Look at the engineering for the garage Hold Downs etc. Pg 5 Free Text Larry Beesley : Building Open 5 Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) Pg 5 Free Text Larry Beesley : Building Open 5 Door from Garage to House (1 3/8" solid wood or steel door, or 20 min. fire-rated door) R309.1 Pg 5 Line Larry Beesley : Building Open 5 Pg 5 Line Larry Beesley : Building Open 5 Pg 5 Line Larry Beesley : Building Open 5 Pg 5 Free Text Larry Beesley : Building Open 5 With self closing hinges Pg 5 Free Text Larry Beesley : Building Open 5 Tempered glass Pg 5 Free Text Larry Beesley : Building Open 5 Tempered glass Pg 5 Line Larry Beesley : Building Open 5 Pg 5 Free Text Larry Beesley : Building Open 5 fan Pg 5 Free Text Larry Beesley : Building Open 5 fan Pg 5 Free Text Larry Beesley : Building Open 5 fan Pg 5 Free Text Larry Beesley : Building Open 5 fan Pg 5 Free Text Larry Beesley : Building Open 5 The garage ceiling must be 5/8" type X drywall screwed 6" on center. Pg 5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector Pg 6 Free Text Larry Beesley : Building Open 6 fan Pg 6 Free Text Larry Beesley : Building Open 6 7 3/4" Max Risers Pg 6 Line Larry Beesley : Building Open 6 Pg 6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector Pg 7 Free Text Larry Beesley : Building Open 7 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Pg 7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector Pg 8 Stamp Larry Beesley : Building Open 8 Prescriptive Insulation Pg 8 Stamp Larry Beesley : Building Open 8 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 Pg 9 Free Text Larry Beesley : Building Open 9 Design Requirements: Minimum Roof Live Load 35# per sq. ft., Minimum Wind 85 MPH, Seismic Zone D1 Pg 9 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector Pg 10 Free Text Larry Beesley : Building Open 10 Some of the windows will need to be tempered. Pg 10 Free Text Larry Beesley : Building Open 10 Check the floor plan. Pg 10 Stamp Larry Beesley : Building Open 10 Approved - Building Inspector Pg 11 Stamp Larry Beesley : Building Open 11 Approved - Building Inspector Pg 11 Callout Kyle Baldwin : P&Z Open 11 Approved with condition that sidewalk is placed in Right-of- way and meets engineering standards Pg 11 Line Kyle Baldwin : P&Z Open 11 Pg 11 Line Kyle Baldwin : P&Z Open 11 Pg 11 Line Kyle Baldwin : P&Z Open 11 Pg 11 Line Kyle Baldwin : P&Z Open 11 Pg 11 Free Text Kyle Baldwin : P&Z Open 11 SIDEWALK Pg 11 Free Text Kyle Baldwin : P&Z Open 11 SIDEWALK Pg 11 Stamp Kyle Baldwin : P&Z Open 11 Approved - Planning and Zoning Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 A-1GALE AND JOAN FRANCIS RESIDENCE 5' 4' 10'-2" 8" 8' 6' 9' 1'-2" 9' 16'-2" MAIN FLOOR PLATE 110'-2" TOP OF FOUNDATION 100'-0" GARAGE FLOOR 99'-6" GARAGE FTG. 96'-0" RIDGELINE 124'-10" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER)12 12 SHAKE SIDING (PER OWNER) BASEMENT FTG. 91'-0" BONUS FINISHED FLOOR 110'-10" BONUS FINISHED FLOOR 118'-10" 12 3 MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CUPOLA 126'-4" BASEMENT FTG. 91'-0" 12 10 6" TRIM (PER OWNER) 5' 4' 10'-2" 8" 8' 6' 9' 1'-2" 9' 16'-2" MAIN FLOOR PLATE 110'-2" TOP OF FOUNDATION 100'-0" GARAGE FLOOR 99'-6" GARAGE FTG. 96'-0" RIDGELINE 124'-10" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER)12 12 SHAKE SIDING (PER OWNER) BASEMENT FTG. 91'-0" BONUS FINISHED FLOOR 110'-10" BONUS FINISHED FLOOR 118'-10" 12 3 MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CUPOLA 126'-4" BASEMENT FTG. 91'-0" 6" TRIM (PER OWNER) PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 ELEVATIONS REAR ELEVATION FRONT ELEVATION A-2 Street Number Displayed on House 5' 4' 10'-2" 8" 8' 6' 9' 1'-2" 9' 16'-2" MAIN FLOOR PLATE 110'-2" TOP OF FOUNDATION 100'-0" GARAGE FLOOR 99'-6" GARAGE FTG. 96'-0" RIDGELINE 124'-10" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) SHAKE SIDING (PER OWNER) BASEMENT FTG. 91'-0" BONUS FINISHED FLOOR 110'-10" BONUS FINISHED FLOOR 118'-10" MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CUPOLA 126'-4" BASEMENT FTG. 91'-0" 6" TRIM (PER OWNER) 5' 4' 10'-2" 8" 8' 6' 9' 1'-2" 9' 16'-2" MAIN FLOOR PLATE 110'-2" TOP OF FOUNDATION 100'-0" GARAGE FLOOR 99'-6" GARAGE FTG. 96'-0" RIDGELINE 124'-10" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) SHAKE SIDING (PER OWNER) BASEMENT FTG. 91'-0" BONUS FINISHED FLOOR 110'-10" BONUS FINISHED FLOOR 118'-10" MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CUPOLA 126'-4" BASEMENT FTG. 91'-0" 12 6 6" TRIM (PER OWNER) PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 A-3 ELEVATIONS LEFT ELEVATION RIGHT ELEVATION G round Surfac e to Slope aw ay from F oundation a minimum of 6 " w ith in first 1 0 ft. COARSE GRAVEL SURROUND FILL COMPACTED SOIL COMPACTED SOIL PSI COMPACTION AS REQ. 4" BASE SAND OR SOIL FILL FILTERING MATERIAL FABRIC WRAPPED AROUND DRAIN GRAVEL REINFORCING STEEL AS REQUIRED 4" GRAVEL BASE 4" FLEXIBLE HDPE (high-density polyethylene) DRAINAGE SYSTEM VERTICAL STEEL REINFORCING REBAR AS REQUIRED CAST-IN-PLACE ANCHOR BOLT TREATED SILL PLATE 8" X 96" CONCRETE FOUNDATION WALL 8" X 18" CONCRETE FOOTING SILL SEALER 108" Basement Foundation Wall - R Scale VAPOR BARRIER REINFORCING STEEL AS REQUIRED 4" CONCRETE SLAB S S SS S S S S S S W08W08 W08W08 W08W08 W08W08 14'-8"8'-6"15'-10"12'14' 77' 12'14'-4"24'-8" 5' 5' 17' 5' 5' 37' 5'-4" 7'-8" 50' 6' 7'-8" 1' 8' 13' 21' 16'-6" 6'-8" 16' 6'-6" 15'-6" 12'-6" 2'-8" 19'-4" 21'-6" 2' 37'-2" 40'-10" 80' 8' 26' 77' 7'-8"9'-4" 17'18'-8"15'-4" 14'-2" 8'-7" 14'-3" 15'-2" 6'-6" 10'-10" 7'-10" 9'-4" 14'-6" 20' 35'-10" 7'-2"3'-8"10'-6"19'-10" 1'-10" 7'-8" 17'-7" 4'-6" 10' PORCH CAP ABOVE LEVEL W/FLOOR JOIST PORCH CAP ABOVE LEVEL W/FLOOR JOIST 4200 LB HOLD DOWNS PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 FOOTING AND FOUNDATION PLAN FOOTING: 8" X 18" FOUNDATION WALLS: 108" X 8" GARAGE WALLS: 48" X 8" A-4 F oundation w alls w / rebar (c ity ordinanc e) See th e eng ineering for th e g arag e, th e loc ation of th e h old dow ns and sh eeting . 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 R ebar: 8 ' W all-Horiz ontal & V ertic al 2 4 " O .C . w ith 2 in T op 1 2 " R ebar: 4 ' W all-Horiz ontal & V ertic al 2 4 " O .C . w ith 1 in T op 6 " DN W09W09 W01W01 W16W16 W01W01 W16W16 W01W01 W16W16 D23D23 W16W16 W04W04W02W02 W04W04W02W02 W05W05 W17W17 D23D23W16W16 W01W01 W16W16 W01W01 W16W16 W15W15 D04D04 W09W09 W04W04 W13W13W14W14D23D23W14W14 W09W09 W09W09 W10W10 D02D02 D15D15 W07W07 W10W10 D23D23 D01D01 D24D24 3678 2878D16D16 D10D10 D17D17 D08D08 D10D10 3678 D10D10 D13D13 D10D10 D21D21D25D25 D22D22 D09D09 D22D22 D20D20 D03D03 D07D07 UP CO/SD CO/SD CO/SD CO/SD CO/SD CO/SD 8'8' 4'4' 8'-2" 3'-9 1/2" 11' 4'-1" 6'6'7'7' 12'14' 77' 6'6'7'-6"7'-6"3'-8 1/2"3'-8 1/2"8'-3 1/2"8'-3 1/2" 12'15'7'-5"16'-7" 17'-4" 19'-8" 13'-2" 8'-4" 3' 12'-6" 6' 7' 1' 80' 3'-4" 3'-4" 2'-4" 9' 22' 6'-6" 15'-6" 12'-6" 2' 24'-6" 6' 11' 4'-6" 15'-8" 6'-4" 7'-8" 7'-4" 78' 6' 9' 6'-4"6'-11"10'2'-9" 11'15' 77' 8'-3"8'-9"2'-4"4'-6"7'-4"3'-10" 17'18'16' 26' 41'-6" 36'-6" 2' 21' 12'-6"3'-6"6"17'-6" 15'-10"8'-6"14'-8" 6' 8' 10'-3 1/2" 10'-3 1/2" 3'-6 1/2" 3'-6 1/2" 4'-4 1/2" 1'-8" 5'-0 1/2"10'-2"5'-10"2'2'-0 1/2" 3'-9 1/2"3'-9 1/2"15'-4"2'-7 1/2" 4' 3 1/2" 4' 3'-5 1/2" 1'-11" 2'-10" 3' 3'-5 1/2"2'-1" 7'-6" 3'-5" 7'-10 1/2"13'-2" 7' 8'-4 1/2" 10'-2 1/2" 2'-1 1/2" 1'-9" 1'-11 1/2" 4'-8 1/2"9'-4 1/2" 5'-6 1/2" 4'-7 1/4"4'-7 1/4"2'-6" 10'-4 1/2" 4'-2" 4'-2" 4'-4 1/2" 1'-9"2'-3 1/2"6'-2"5'-10" 11 1/2"2'-9" 4'-4" 4'-8" 4'-5" 6'-4"3'-7 1/2" 4'-5" 5'-0 1/2"6"2'-6 1/2" 8'-7 1/2" 8'-7 1/2" 2' 2'-3 1/2" 7'-7"10'-5"6'-7 1/2" 1'-0 1/2" 37' 18'-6" 2'-6" GARAGE LINEN LINEN BENCH W/HOOKS PANTRY PORCH MUSIC BEDROOM BEDROOM LIN LIN MASTER BDRM LAUNDRY GREAT ROOM CLOSET CLOSET SEAT 4" SLAB OVER GRADE 6" BELOW TOP OF STEM WALL SLOPED 1/4" PER 10' DINING KIT SINK HALF WALL PORTAL FRAME WITH HOLD DOWNS PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 MAIN FLOOR PLAN A-5 9' CEILINGS T empered g lass Door from G arag e to House (1 3 /8 " solid w ood or steel door, or 2 0 min. fire-rated door) R 3 0 9 .1 T empered g lass W ith self c losing h ing es fan T h e g arag e c eiling must be 5 /8 " type X dryw all sc rew ed 6 " on c enter. P ortal frame fan L ook at th e eng ineering for th e g arag e Hold Dow ns etc . fan T empered g lass A ttic A c c ess 2 2 "x 3 0 " minimum ac c ess w h ere attic c lear h eig h t ex c eeds 3 0 " (R 8 0 7 ) fan DN W11W11 W06W06 D11D11 D11D11 EQUALLY SPACED RISERS 8" MAX (check local code for requirements) CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2008 Interior Stair (print at 1"=1') BASE MOLDING FINISH FLOORING PLYWOOD SUBFLOOR AT TREAD AND RISER FULL STRINGER SOFFIT BLOCKING NOTCHED STRINGER TT T T CO/SD 5'-4"15'-4"5'-4" 12'-4"3'4'-10 1/2" 4' 8'-4" 8'-4"4'3'4'-10" 3'-2 1/2" 4'-10" 4'4'-4"4' 4'-11" 3'-5" 13'-4" 10' 13'-4" 5' 5' 7'-8"7'-8" 5'-9" 2'-0 1/2" ATTIC ATTIC BONUS BUILT-IN DRAWER AND DOORS FOR STORAGE IN-BETWEEN TRUSSES PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 A-6 8' CEILINGS BONUS FLOOR PLAN fan 7 3 /4 " M ax R isers S S SS S S S S S S WH W08W08 W08W08 W08W08 W08W08 2040 W03W03 D14D14 D05D05 D05D05 D05D05 D06D06 D05D05 D06D06 D05D05 D19D19 4068 D05D05 D12D12 UP CO/SD CO/SD CO/SD CO/SD CO/SD 6'-10" 6'-10" 8'-7" 6'-7" 6'-10" 14'-7 1/2"5'14'-8"8'-4"8'-4" 17'-3"7'-4" 7' 7'-4" 6'-4" 8'-3" 9'-3" 3'-1 1/2" 19'-10" 4' 6'-1" 3'-11 1/2" 2'-2" 1'-8"2'-2"12'-10" 3'-9 1/2" 11'-3" 4'-9 1/2" 4'-0 1/2"9'-0 1/2"20'-7" 3'-3" 3'-10" 2'-1" 8' 8'-6" 9'-6 1/2"21'-1"4'-11 1/2"14'-8" 6'-4 1/2" 3'-5" 3'-5" 6'-1" 12'-3"1'-9"5'-4" 15'-1" 6'-6 1/2" 3'-7" 4'-8 1/2" 5'-0 1/2"2'-7 1/2"2'-4 1/2" 5'-3 1/2"1'-8 1/2"2'10'-7 1/2" 4'-6" 8'-10 1/2" 6'-8 1/2" GARAGE BEDROOM BEDROOM STORAGE/MECH FRUIT ROOM BEDROOM PLAY HOUSE PORCH CAP ABOVE LEVEL W/FLOOR JOIST PORCH CAP ABOVE LEVEL W/FLOOR JOIST BEDROOM FAMILY 4200 LB HOLD DOWNS PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 FUTURE BASEMENT FLOOR PLAN 9' CEILINGS A-7 1 /2 " A nc h or bolts w ith 3 " x 3 " x 1 /4 " sq uare w ash ers (inc l. interior bearing w alls) R 4 0 3 .1 .6 .1 TT 11 7/8" I-Joist R-21 INSULATION RIM JOIST R-38 BATT INSULATION (in crawlspace) 2 X 6 EXTERIOR WALL SIDING SHEATHING WALLBOARD 3/4" T&G SUBFLOOR 2x6 TREATED PLATE CAST-IN-PLACE ANCHOR BOLT SILL SEAL S S SS S S S S S S 16'18'17'26' 41'-6" 16'-6" 6' 5'-4" 37' 21' 12'15'24'-8"25'-4" PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 FLOOR JOIST PLAN 11 7/8 TJI 16" O.C. A-8 Standard Truss (print at 1"=1') 26' 51' 37' 6' 7' 1' 26'16'23'12' 14'12' 41'-6" 36'-6" 2' BONUS TRUSSES PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 A-9 ROOF AND TRUSS PLANSEE TRUSS MANUFACTURER'S DETAILED TRUSS PLAN 6/12 ROOF PITCH 10/12 GABLES OVER FRONT PORCH 12/12 BONUS TRUSSES OVER GARAGE Desig n R eq uirements: M inimum R oof L iv e L oad 3 5 # per sq . ft., M inimum W ind 8 5 M P H, Seismic Z one D1 DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS CODE MANUFACTURER COMMENTS D01 18080 1 1 18080 216"96"218"X99"GARAGE-GARAGE DOOR CHD06 2"X12"X224" (2)1 3/4" D02 2868 1 1 2868 L EX 32"80"34"X83"EXT. HINGED-SLAB 2"X6"X37" (2)1 3/4" D03 2468 1 1 2468 L 28"80"57 1/4"X82 1/2"POCKET-DOOR P04 2"X6"X60 1/4" (2)1 3/8" D04 2468 1 1 2468 L IN 28"80"30"X82 1/2"HINGED-DOOR P04 2"X6"X33" (2)1 3/8" D05 2668 6 0 2668 L IN 30"80"32"X82 1/2"HINGED-DOOR P04 2"X6"X35" (2)1 3/8" D06 2668 2 0 2668 R IN 30"80"32"X82 1/2"HINGED-DOOR P04 2"X6"X35" (2)1 3/8" D07 2668 1 1 2668 L 30"80"61 1/4"X82 1/2"POCKET-DOOR P04 2"X6"X64 1/4" (2)1 3/8" D08 2668 1 1 2668 L IN 30"80"32"X82 1/2"HINGED-DOOR P04 2"X6"X35" (2)1 3/8" D09 2668 1 1 2668 R 30"80"61 1/4"X82 1/2"POCKET-DOOR P04 2"X6"X64 1/4" (2)1 3/8" D10 2668 4 1 2668 R IN 30"80"32"X82 1/2"HINGED-DOOR P04 2"X6"X35" (2)1 3/8" D11 2668 2 2 2668 R IN 30"80"32"X82 1/2"HINGED-DOOR P04 2"X6"X35" (2)1 3/8" D12 2868 1 0 2868 R IN 32"80"34"X82 1/2"HINGED-DOOR P04 2"X6"X37" (2)1 3/8" D13 2868 1 1 2868 L IN 32"80"34"X82 1/2"HINGED-DOOR P04 2"X6"X37" (2)1 3/8" D14 2968 1 0 2968 L IN 33"80"35"X82 1/2"HINGED-DOOR P04 2"X6"X38" (2)1 3/8" D15 3068 1 1 3068 R 36"80"73 1/4"X82 1/2"POCKET-DOOR P04 2"X6"X76 1/4" (2)1 3/8" D16 6078 1 1 6078 L/R IN 72"92"74"X94 1/2"DOUBLE HINGED-GLASS PANEL 2"X6"X77" (2)1 3/8" D17 3668 1 1 3668 L/R IN 42"80"44"X82 1/2"DOUBLE HINGED-DOOR P04 2"X6"X47" (2)1 3/8" D19 4068 1 0 4068 L/R IN 48"80"50"X82 1/2"DOUBLE HINGED-DOOR P04 2"X6"X53" (2)1 3/8" D20 4068 1 1 4068 L/R IN 48"80"50"X82 1/2"DOUBLE HINGED-DOOR P04 2"X6"X53" (2)1 3/8" D21 5068 1 1 5068 L/R EX 60"80"62"X83"EXT. DOUBLE HINGED-GLASS PANEL 2"X6"X65" (2)1 3/4" D22 5068 2 1 5068 L/R IN 60"80"62"X82 1/2"DOUBLE HINGED-DOOR P04 2"X6"X65" (2)1 3/8" D23 3068 4 1 3068 R EX 36"80"38"X83"EXT. HINGED-GLASS PANEL 2"X6"X41" (2)1 3/4" D24 9080 1 1 9080 108"96"110"X99"GARAGE-GARAGE DOOR CHD08 2"X12"X116" (2)1 3/4" D25 3068 1 1 3068 R EX 36"80"38"X83"EXT. HINGED-PANEL 2"X6"X41" (2)1 3/4" WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS W01 3050FX 5 1 3050FX 36"60"37"X61"FIXED GLASS 2"X6"X40" (2) W02 2810FX 2 1 2810FX 32"12"33"X13"FIXED GLASS 2"X6"X36" (2) W03 2020FX 1 0 2020FX 24"24"25"X25"FIXED GLASS 2"X6"X28" (2) W04 2850FX 3 1 2850FX 32"60"33"X61"FIXED GLASS 2"X6"X36" (2) W05 5030LS 1 1 5030LS 60"36"61"X37"LEFT SLIDING 2"X6"X64" (2) W06 3030 2 2 3030 36"36"37"X37"FIXED GLASS-CT 2"X6"X40" (2) W07 4036LS 1 1 4036LS 48"42"49"X43"LEFT SLIDING 2"X6"X52" (2) W08 5040LS 4 0 5040LS 60"48"61"X49"LEFT SLIDING 2"X6"X64" (2) W09 5050LS 4 1 5050LS 60"60"61"X61"LEFT SLIDING 2"X6"X64" (2) W10 2020LS 2 1 2020LS 24"24"25"X25"LEFT SLIDING 2"X6"X28" (2) W11 7040TS 1 2 7040TS 84"48"85"X49"TRIPLE SLIDING 2"X6"X88" (2) W12 1818 3 3 1818 20"20"21"X21"LOUVERED 2"X6"X24" (2) W13 2020 1 1 2020 24"24"25"X25"FIXED GLASS-CT 2"X6"X28" (2) W14 1068FX 2 1 1068FX 12"80"13"X81"FIXED GLASS 2"X6"X16" (2) W15 3030AW 1 1 3030AW 36"36"37"X37"SINGLE AWNING 2"X6"X40" (2) W16 3010FX 7 1 3010FX 36"12"37"X13"FIXED GLASS 2"X6"X40" (2) W17 5010FX 1 1 5010FX 60"12"61"X13"FIXED GLASS 2"X6"X64" (2) PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 A-10 DOOR AND WINDOW SCHEDULE Some of th e w indow s w ill need to be tempered.C h ec k th e floor plan. 150' 154'-10 7/16" 32'-4" 32' 30' 30' D O O R S C H E D U L E N U M B E R L A B E L Q T Y F L O O R S I Z E W I D T H H E I G H T R /O D E S C R I P T I O N H E A D E R D 0 1 1 8 0 8 0 1 1 1 8 0 8 0 2 1 6 "9 6 "2 1 8 "X 9 9 "G A R A G E -G A R A G E D O O R C H D 0 6 2 "X 1 2 "X 2 2 4 " (2 ) D 0 2 2 8 6 8 1 1 2 8 6 8 L E X 3 2 "8 0 "3 4 "X 8 3 " E X T . H I N G E D -S L A B 2 "X 6 "X 3 7 " (2 ) D 0 3 2 4 6 8 1 1 2 4 6 8 L 2 8 "8 0 "5 7 1 /4 "X 8 2 1 /2 "P O C K E T -D O O R P 0 4 2 "X 6 "X 6 0 1 /4 " (2 ) D 0 4 2 4 6 8 1 1 2 4 6 8 L I N 2 8 "8 0 "3 0 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 3 " (2 ) D 0 5 2 6 6 8 6 0 2 6 6 8 L I N 3 0 "8 0 "3 2 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 5 " (2 ) D 0 6 2 6 6 8 2 0 2 6 6 8 R I N 3 0 "8 0 "3 2 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 5 " (2 ) D 0 7 2 6 6 8 1 1 2 6 6 8 L 3 0 "8 0 "6 1 1 /4 "X 8 2 1 /2 "P O C K E T -D O O R P 0 4 2 "X 6 "X 6 4 1 /4 " (2 ) D 0 8 2 6 6 8 1 1 2 6 6 8 L I N 3 0 "8 0 "3 2 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 5 " (2 ) D 0 9 2 6 6 8 1 1 2 6 6 8 R 3 0 "8 0 "6 1 1 /4 "X 8 2 1 /2 "P O C K E T -D O O R P 0 4 2 "X 6 "X 6 4 1 /4 " (2 ) D 1 0 2 6 6 8 4 1 2 6 6 8 R I N 3 0 "8 0 "3 2 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 5 " (2 ) D 1 1 2 6 6 8 2 2 2 6 6 8 R I N 3 0 "8 0 "3 2 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 5 " (2 ) D 1 2 2 8 6 8 1 0 2 8 6 8 R I N 3 2 "8 0 "3 4 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 7 " (2 ) D 1 3 2 8 6 8 1 1 2 8 6 8 L I N 3 2 "8 0 "3 4 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 7 " (2 ) D 1 4 2 9 6 8 1 0 2 9 6 8 L I N 3 3 "8 0 "3 5 "X 8 2 1 /2 "H I N G E D -D O O R P 0 4 2 "X 6 "X 3 8 " (2 ) D 1 5 3 0 6 8 1 1 3 0 6 8 R 3 6 "8 0 "7 3 1 /4 "X 8 2 1 /2 "P O C K E T -D O O R P 0 4 2 "X 6 "X 7 6 1 /4 " (2 ) D 1 6 6 0 7 8 1 1 6 0 7 8 L /R I N 7 2 "9 2 "7 4 "X 9 4 1 /2 "D O U B L E H I N G E D -G L A S S P A N E L 2 "X 6 "X 7 7 " (2 ) D 1 7 3 6 6 8 1 1 3 6 6 8 L /R I N 4 2 "8 0 "4 4 "X 8 2 1 /2 "D O U B L E H I N G E D -D O O R P 0 4 2 "X 6 "X 4 7 " (2 ) D 1 9 4 0 6 8 1 0 4 0 6 8 L /R I N 4 8 "8 0 "5 0 "X 8 2 1 /2 "D O U B L E H I N G E D -D O O R P 0 4 2 "X 6 "X 5 3 " (2 ) D 2 0 4 0 6 8 1 1 4 0 6 8 L /R I N 4 8 "8 0 "5 0 "X 8 2 1 /2 "D O U B L E H I N G E D -D O O R P 0 4 2 "X 6 "X 5 3 " (2 ) D 2 1 5 0 6 8 1 1 5 0 6 8 L /R E X 6 0 "8 0 "6 2 "X 8 3 " E X T . D O U B L E H I N G E D -G L A S S P A N E L 2 "X 6 "X 6 5 " (2 ) D 2 2 5 0 6 8 2 1 5 0 6 8 L /R I N 6 0 "8 0 "6 2 "X 8 2 1 /2 "D O U B L E H I N G E D -D O O R P 0 4 2 "X 6 "X 6 5 " (2 ) D 2 3 3 0 6 8 4 1 3 0 6 8 R E X 3 6 "8 0 "3 8 "X 8 3 " E X T . H I N G E D -G L A S S P A N E L 2 "X 6 "X 4 1 " (2 ) D 2 4 9 0 8 0 1 1 9 0 8 0 1 0 8 "9 6 "1 1 0 "X 9 9 "G A R A G E -G A R A G E D O O R C H D 0 8 2 "X 1 2 "X 1 1 6 " (2 ) D 2 5 3 0 6 8 1 1 3 0 6 8 R E X 3 6 "8 0 "3 8 "X 8 3 " E X T . H I N G E D -P A N E L 2 "X 6 "X 4 1 " (2 ) W I N D O W S C H E D U L E N U M B E R L A B E L Q T Y F L O O R S I Z E W I D T H H E I G H T R /O E G R E S S D E S C R I P T I O N H E A D E R W 0 1 3 0 5 0 F X 5 1 3 0 5 0 F X 3 6 "6 0 "3 7 "X 6 1 " F I X E D G L A S S 2 "X 6 "X 4 0 " (2 ) W 0 2 2 8 1 0 F X 2 1 2 8 1 0 F X 3 2 "1 2 "3 3 "X 1 3 " F I X E D G L A S S 2 "X 6 "X 3 6 " (2 ) W 0 3 2 0 2 0 F X 1 0 2 0 2 0 F X 2 4 "2 4 "2 5 "X 2 5 " F I X E D G L A S S 2 "X 6 "X 2 8 " (2 ) W 0 4 2 8 5 0 F X 3 1 2 8 5 0 F X 3 2 "6 0 "3 3 "X 6 1 " F I X E D G L A S S 2 "X 6 "X 3 6 " (2 ) W 0 5 5 0 3 0 L S 1 1 5 0 3 0 L S 6 0 "3 6 "6 1 "X 3 7 " L E F T S L I D I N G 2 "X 6 "X 6 4 " (2 ) W 0 6 3 0 3 0 2 2 3 0 3 0 3 6 "3 6 "3 7 "X 3 7 " F I X E D G L A S S -C T 2 "X 6 "X 4 0 " (2 ) W 0 7 4 0 3 6 L S 1 1 4 0 3 6 L S 4 8 "4 2 "4 9 "X 4 3 " L E F T S L I D I N G 2 "X 6 "X 5 2 " (2 ) W 0 8 5 0 4 0 L S 4 0 5 0 4 0 L S 6 0 "4 8 "6 1 "X 4 9 " L E F T S L I D I N G 2 "X 6 "X 6 4 " (2 ) W 0 9 5 0 5 0 L S 4 1 5 0 5 0 L S 6 0 "6 0 "6 1 "X 6 1 " L E F T S L I D I N G 2 "X 6 "X 6 4 " (2 ) W 1 0 2 0 2 0 L S 2 1 2 0 2 0 L S 2 4 "2 4 "2 5 "X 2 5 " L E F T S L I D I N G 2 "X 6 "X 2 8 " (2 ) W 1 1 7 0 4 0 T S 1 2 7 0 4 0 T S 8 4 "4 8 "8 5 "X 4 9 " T R I P L E S L I D I N G 2 "X 6 "X 8 8 " (2 ) W 1 2 1 8 1 8 3 3 1 8 1 8 2 0 "2 0 "2 1 "X 2 1 " L O U V E R E D 2 "X 6 "X 2 4 " (2 ) W 1 3 2 0 2 0 1 1 2 0 2 0 2 4 "2 4 "2 5 "X 2 5 " F I X E D G L A S S -C T 2 "X 6 "X 2 8 " (2 ) W 1 4 1 0 6 8 F X 2 1 1 0 6 8 F X 1 2 "8 0 "1 3 "X 8 1 " F I X E D G L A S S 2 "X 6 "X 1 6 " (2 ) W 1 5 3 0 3 0 A W 1 1 3 0 3 0 A W 3 6 "3 6 "3 7 "X 3 7 " S I N G L E A W N I N G 2 "X 6 "X 4 0 " (2 ) W 1 6 3 0 1 0 F X 7 1 3 0 1 0 F X 3 6 "1 2 "3 7 "X 1 3 " F I X E D G L A S S 2 "X 6 "X 4 0 " (2 ) W 1 7 5 0 1 0 F X 1 1 5 0 1 0 F X 6 0 "1 2 "6 1 "X 1 3 " F I X E D G L A S S 2 "X 6 "X 6 4 " (2 ) N Mc JON LANE SIDEWALK SIDEWALK PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DAT E DRAWN BY PROJECT# SCALE 1/4"=1' GALE AND JOAN FRANCIS RESIDENCE MADISON COUNTY, IDAHO MAIN FLOOR SQ FT: BONUS ROOM SQ FT: TOTAL FINISHED SQ FT: FUTURE BASEMENT SQ FT: GARAGE SQ FT: 2849 623 3472 2849 962 OWNER 03/22/2023 BP 2023-23 SITE PINE BROOK ESTATES LOT 2 BLOCK 3 SIDE W A L K SIDE W A L K A pprov ed w ith c ondition th at sidew alk is plac ed in R ig h t-of-w ay and meets eng ineering standards