Loading...
HomeMy WebLinkAboutPLANS - 22-00080 - 1053 Cypress Loop - New SFR45.00'47.00'47.00'52.62'52.62'47.10' 47.30'64.62'40.33' 40.17' 25.00' N127 (208)201-8632 NEW RESIDENCE REXBURG, IDAHO 83440 ALAN DON COOK 276 HOPE STREET FRONT ELEVATION N.T.S. SCALE 1" = 10'-0" SITE PLAN 12 7 127 712 WALK .050 ACRES MATTHEW CARMACK NEW RESIDENCE FOR LOT 4 BLOCK 7 PINE BROOK ESTATES, DIVISION NO. 2 CITY OF REXBURG, IDAHO DRIVE DESIGNDESIGNDESIGNDESIGNDESIGNAEROTECHAEROTECHAEROTECHAEROTECHAEROTECH N 89°46'43" W 143.47'N 00°00'14" W151.62'S 00°00'14" E151.62'S 89°46'43" E 15' UTILITY EASEMENT 143.47' SCALE 1/4" = 1' - 0" LEFT ELEVATION SHEET #2 ELEVATIONS SHEET #3 FOUNDATION PLAN SHEET #4 MAIN FLOOR PLAN SHEET #5 SECTIONS/DETAILS SHEET #6 FRAMING PLANS SHEET #1 ELEVATIONS LEGEND: SCALE 1/4" = 1' - 0" FRONT ELEVATION 127 12 7 127 712 127 12 7 MATT CARMACKELEVATIONSCITY , IDAHOADDRESSREVISION #5 ELEVATION CORRECTIONSREVISION #4 BASEMENT CHANGESREVISION #3 1746 SQ FT.ALAN DON COOKRESBURG, IDAHO 83440(208)201-8632276 HOPE STREETSTONE 362 SQ. FT. 60% AREA 602 SQ. FT. FRONT ELEVATION ADCALAN COOKT.S.05/28/20211/4" = 1'-0"3'-0" FND WALL9'-0"AEROTECHAEROTECHAEROTECHAEROTECHDESIGNDESIGNDESIGNDESIGNDESIGNAEROTECH1OF6SHTNo.Designed ByDrawn ByChecked ByScaleDate:RevisionsDate 124 SCALE 1/4" = 1' - 0" RIGHT ELEVATION REAR ELEVATION 7 12 SCALE 1/4" = 1' - 0" 127 712 CITY , IDAHOMATT CARMACKADDRESSELEVATIONSREVISION #5 ELEVATION CORRECTIONSREVISION #4 BASEMENT CHANGESREVISION #3 1746 SQ FT.THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1/300 AND PROVIDED BY NOT LESS THAN 50% OF THE AREA VENTING SHALL BE NO MORE THAN 3' OF THE HIGHEST ALL VENTILATION WILL COMPLY WITH R806 2015 IRC GUIDELINES. ATTIC VENTILATION NOTES: WITHIN THE UPPER PORTION OF THE ATTIC SPACE. RIDGE ELEVATION MEASURED VERTICALLY.(208)201-8632RESBURG, IDAHO 83440ALAN DON COOK276 HOPE STREET05/28/2021T.S.1/4" = 1'-0"ALAN COOKADC20'-6 1/8" BUILDING HEIGHT9'-0" FND WALL9'-0" MAIN FLOORDESIGNDESIGNDESIGNDESIGNDESIGNAEROTECHAEROTECHAEROTECHAEROTECHAEROTECHOF26SHTNo.Checked ByDesigned ByDrawn ByScaleChecked ByDate:RevisionsDate DWAEROTECHAEROTECHAEROTECHAEROTECHAEROTECHDESIGNDESIGNDESIGNDESIGNDESIGN9'-0 1/2"22'-0"16'-1"26'-0"26'-0"12'-8" 56'-0" 32'-0" 12'-8"12'-0"12'-0"4'-0"8'-0"54'-6"54'-6"7'-11"10'-9" 11'-3" 32'-10 1/2" 14'-0" 24'-0" 56'-0" 22'-8"17'-3"4'-0"8'-0"12'-4"16'-11 1/2"40'-3"15'-9 1/2"17'-3"40'-3"11'-0"2'-3"2'-3"2'-3"32'-0" 13'-0"6'-8"19'-0" 5'-6 1/2" 19'-0"2'-1"6'-3"10'-7"4'-4"11'-6 1/2" 11'-6 1/2" 5'-7 1/2"11'-3 1/2"11'-0"4'-0 1/2"5'-7 1/2"10'-0"6'-6"4'-4"2'-1"6'-8 1/2"4'-4" 2'-8 1/2" 5'-0" 8'-0" 8'-0"5'-8"4'-0 1/2"5'-6"8'-7 1/2" 2'-4"3'-0"7'-4 1/2"4'-1"3'-4" 5'-0" 5'-0"2'-1"5'-0"7'-4 1/2"16'-0"28'-6"26'-6"10'-0"2'-0"3'-6"2'-0"3'-8"16'-11 1/2"2'-5"4'-7"3'-8"12'-0" 24'-0" 24'-0" 28"12"19'-4" 9'-4"10'-0"6'-0" F-2 DEEPENED SLAB FOOTING 6'-0"05/28/20211/4" = 1'-0"GREAT (2) #4 BARS HORZ. }" x 10' ANCHOR BOLTS SPACED @ 48" O.C. #4 BARS @ 16" O.C. VERTICAL BASEMENT WALL DETAIL ALTERNATE HOOKS #4 BARS CONT. FINISHED GRADE 8" FOUNDATION WALL GARAGE WALL DETAIL ALTERNATE LEGS #4 REBAR CONT. #4 REBAR @ 16" O.C. VERTICAL WITH 12"LEGS @ FOOTING }" x 10' ANCHOR BOLTS 10" @ BRICK LOCATIONS CONCRETE SLAB TYP. 8" FOUNDATION WALL #4 REBAR @ 20" O.C. HORZ. #4 REBAR W/ 12" EMBED EACH WAY F-2 F-1 F-1 A BEDROOM SCALE 1/4" = 1' - 0" 1746 SQ. FT. FOUNDATION PLAN 646 SQ. FT. GARAGE B-1 F-1 F-1 2-4x6-8 COMPACTED FILL F-1 F-1F-1 2-8x6-8 2-8x6-8 2-8x6-8 F-2 F-1 A F-2 BEDROOM w.i.c. 3-0x6-8 B-1 w.i.c. 3-0x6-8 F-1 A BEDROOM B-1 F-2 STORAGE 2-4x6-8 BATH LIN.2-0x6-8B-1B-1 B-1 F-1 F-1 B-1 2-8x6-8GARAGE P-1P-1 SHOWER WALK 2-4x6-84-0x6-8 2-4x6-8 w.i.c.F-3F-3 B4 HVAC 2-8x6-8F-1 MATT CARMACKCITY OF REXBURG, IDAHOFOUNATION PLAN ADDRESSF-1 F-1 (208)201-8632276 HOPE STREETRESBURG, IDAHO 83440ALAN DON COOKF-2 F-1 F-1 A F-2 F-2 UP T.S.ADCALAN COOKHORIZ. SLIDING SINGLE HUNG WINDOW SCHEDULE SINGLE HUNG SLIDING DOOR HORIZ. SLIDING HORIZ. SLIDING HORIZ. SLIDING PICTURE NOTE: ALL WINDOW HEADERS (2) DF 2x10 UNLESS NOTED OTHERWISE PICTURE EACH WAY (4) # 4 BARS (3) # 4 BARS T&B COLUMN BASE COLUMN BASE 2'-0"x 5'-0"D FOOTING "P1" #4 TIES @ 12" O.C.3'-0"x 3'-6" 6'-0"x 6'-8" 5'-0"x 5'-0" 3'-0"x 2'-0" 4'-0"x 4'-0" G E F H J NOTE: GRIDS PER OWNER 10" EACH WAY 3'-0"x 5'-0" 4'-0"x 4'-0"A B 3'-0"x 6'-0"C (2) 1-3/4"x9-1/4" LVL 5-1/8" x15" 24F V4 GLULAM (2) 1-3/4"x11-7/8" LVL VERIFY COUNTER HEIGHT B-3 B-4 SIZEMK # B-1 B-2 (2) 2x10 DF PROVIDE BEAM POCKET F-1 20"20"F-3 A NOTE (2) PLY GANG STUD LENGTH DEEPENED CONT. MK # F-1 16" WIDTH SLABF-2 16" EACH REVISION #5 ELEVATION CORRECTIONSREVISION #4 BASEMENT CHANGES10"WAY(2) #4 BAR A REVISION #3 1746 SQ FT.LONGITUDINAL REINORCING. LGTH CONT. QNTY SIZE 2 #48" DEPTH CONT.2 #48"Checked ByScaleDate:Designed ByChecked ByDrawn ByNo.RevisionsDateSSSOFSHT36FOOTING SCHEDULEBEAM SCHEDULE REF AEROTECHAEROTECHAEROTECHAEROTECHAEROTECHDESIGNDESIGNDESIGNDESIGNDESIGNB-11/4" = 1'-0"05/28/20211/4" = 1'-0"05/28/2021BATHFASTEN SHEATING TO HEADER ENDS OF BAR (TYP) OUTLETS @ BOTH COVERED PORCH GREAT SIMPSON ST6224 STRAP 8d COMMON NAILS @ 3" GRID PATTERN 16 d NAILS @ 6" O.C. MIN 9-1/4" 8d COMMON NAILS @ 3" O.C. @ RIM BOARD TOP & BOTTOM BLOCKING @ SHEATHING JOINT NAIL PLATE @ RIM & JOIST OVERLAP SHEATHING @ RIM BOARD 8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS 7/16" SHEATHING 6D COMMON NAILS METHOD DWB 4' MIN WIDTH 12" O.C. IN THE FIELD & 3" O.C. @ EACH EDGE FASTEN SHEATING TO HEADER SIMPSON ST6224 STRAP 8d COMMON NAILS @ 3" GRID PATTERN OPPOSITE SIDE OF SHEATHING BLOCKING @ SHEATHING JOINT EACH PANEL EDGE 8d COMMON NAILS @ 3" O.C. NOTES PERTAIN TO ALL PFH PORTALS NOTE SEPARATION FOR CLARITY ONLY PFH BRACED WALL PANEL DETAIL TOP PLATES WITH 8D NAILS @ 6"O.C. @ BRACED WALL LOCATIONS SOLID BLOCKING BETWEEN TRUSSES ATTACHED TO BRACED WALL PANELS MIN. 4' WIDTH MAX. 20' O.C. MIN. (1) 5/8" ANCHOR BOLT W/ 2"x 2" x 3/16" PLATE WASHER PFH PANEL SHEATHING 15/32" STRUTURAL STDH14 HOLDDOWN STRAP DBL 2X FRAMING ALL FRAMING STUDS 8d COMMON NAILS @ 3" O.C. NAILED TO FRAMING EMBED INTO CONCRETE CSPF BWP NOTE: CSPF OVERLAP METHOD 3-0x6-82-8x6-8PFH 3" O.C. TYP FASTEN ALL PLATES TO HEADER TWO ROWS 16D SINKER NAILS BOTH SIDES OF OPENING SIMPSON ST6224 STRAP OPPOSITE SIDE OF SHEATHING BEDROOM B-1 BBWPBWP E BWPBWP B-3 B-1 B-1 CKITCHENBEDROOMBWP3-0x6-8 W.I.C. BATH BWPH B-1NOTE:2-8x6-8B-1 2-4x6-8 3-0x6-8BATH2-4x6-8BWPBWP E B-1W.I.C.DWB-1 BWP B-1 2-6x6-8 G 16x8 OVERHEAD DOORMAIN FLOOR PLAN 646 SQ. FT. GARAGE 1746 SQ. FT. SCALE 1/4" = 1' - 0"BWPB-1 C B-1 BWP B PFHCSPF B-2B-1 B MATT CARMACKCITY OF REXBURG, IDAHOFOUNATION PLAN ADDRESSHOOKS GARAGE3-0x6-83-0x6-8 PFHDN BEDROOM UTILITY ENDS OF BAR (TYP) NOTE: OUTLETS @ BOTH E CSPFF 3-0x6-8DINE B-1BWPJB-12-6x6-8 3-0x6-8 W.I.C. 2-6x6-8 TUB/SHWR ALAN DON COOKRESBURG, IDAHO 83440276 HOPE STREET(208)201-8632ALAN COOKADCT.S.ADCALAN COOKT.S.PROVIDE BEAM POCKET WINDOW SCHEDULE NOTE: ALL WINDOW HEADERS (2) DF 2x10 UNLESS NOTED OTHERWISE 2'-0"x 5'-0"D 4'-0"x 4'-0" 3'-0"x 2'-0" 5'-0"x 5'-0" 6'-0"x 6'-8" 3'-0"x 3'-6" J H F E G NOTE: GRIDS PER OWNER 4'-0"x 4'-0" 3'-0"x 5'-0" 3'-0"x 6'-0" B A C SINGLE HUNG PICTURE HORIZ. SLIDING VERIFY COUNTER HEIGHTHORIZ. SLIDING HORIZ. SLIDING SLIDING DOOR SINGLE HUNG HORIZ. SLIDING PICTURE (2) 1-3/4"x9-1/4" LVL 5-1/8" x15" 24F V4 GLULAMB-3 B-4 B-3 (2) 2x10 DF (2) 1-3/4"x11-7/8" LVL MK # B-1 B-2 SIZE NOTE (2) PLY GANG STUD 2. BEARING WALL HEADERS AND EXTERIOR DOOR AND WINDOW CONNECT ALL WALL SHEATHING WITH 8D COMMON NAILS @ 6" O.C. \" (NOM.) OSB APA RATED SHEATHING, UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALL SHEATHING AND SHEAR WALL SHALL BE HEADERS SHALL BE (2) DF 2x10 UNLESS OTHERWISE NOTED.BWPCSPF BWP B-1 D B-3 CSPFBWP B D B-1 5. 7-[" MAX. RISE & 10 MIN. RUN @ STAIRS. 4. ALL INTERIOR DOORS ARE 6'-8" TALL AT SUPPORTED EDGE AND 12" O.C. IN THE FIELD FRAMING NOTES: (GRADE #2) 2x6 STUD SPACING @ 16" O.C. 1. ALL EXTERIOR WALL AND BEARING WALLS ARE REVISION #5 ELEVATION CORRECTIONSREVISION #4 BASEMENT CHANGESREVISION #3 1746 SQ FT.4'-4 1/2"17'-1"26'-0"26'-0"16'-7 1/2"4'-8"11'-5"3'-3" 32'-0" 12'-8"12'-0"8'-0"4'-0"4'-0"4'-0"54'-0"52'-0"9'-1 1/2"54'-0"56'-0" 19'-4"4'-0"19'-2" 19'-0" 6'-4"2'-0"2'-0"2'-0"2'-0"32'-0" 56'-0" 1'-6" MIN.11'-6"13'-4"4'-1"16'-8 1/2"9'-11 1/2"40'-0"40'-0"6'-4"3'-2"6'-6" 13'-0" 6'-6" 12'-1"6'-2 1/2"9'-0"13'-1"11'-6"10'-11 1/2"12'-1" 1'-7"6'-7" 8'-5 1/2"5'-5"5'-0"3'-4" 6'-0"9'-6"5'-9 1/2"5'-3"16'-0"26'-0"28'-0"3'-0"2'-0"2'-0"14'-0" 7'-0"7'-0"5'-0"3'-2" 24'-0" 10'-0" 5'-0"11'-0"4'-6 1/2"2'-5"4'-7"8'-2"5'-8 1/2"3'-8"13'-9 1/2" 13'-3" 5'-0"DW3'-8"7'-0 1/2"4'-0" 4'-0"3'-8"9'-0" 9'-0" 6'-0" 2'-8 1/2" 19'-4" 9'-9" 24'-0" 2'-6" 9'-0" 11'-9"Drawn ByChecked ByDesigned ByScaleChecked ByDate:No.RevisionsDateEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 5'-8"5'-8"5'-8"SSSSHT46OFBEAM SCHEDULE KITCHEN/DINEBEDROOM SCALE 1/2" = 1' - 0" SECTION "A" BEDROOM HVACCLOTHINGSEASONALLIN.GREAT GREAT MATT CARMACKADDRESSCITY , IDAHOSECTIONS/DETIALSWALL STUDS RETURN ENDS TO WALL ANCHOR 1 1/2"~ HANDRAIL TO 5/8" GYP BOARD TYPICAL STAIR DETAIL NOTE: SECTION (TYP) "B" WALL SECTION SCALE 1/4" = 1' - 0" CONC. FOOTING SEE PLAN FOR SIZE 7/16" WAFER PLYWOOD 1/2" WAFERBOARD EXTERIOR PER OWNER 2x4 REDWOOD OR TREATED R-30 BATT INSULATION PLATE ON SEAL SEALER OVER 6 MIL VAPOR BARRIER }" GYPSUM BOARD \" GYPSUM BOARD 2x6 @ 16" O.C. W/ FILL JOIST SPACE WITH RIGID FOAM INSUL. & CAULK 3/4" T&G WAFERBOARD W/ R-11 BATT INSULATION FLAME RETARDANT 2x4 @16" O.C. 4" CONC. SLAB OVER MIN. 4" WASHED GRAVEL VAPOR BARRIER BLOWN BLANKET INSULATION PER RESCHECK 11 7/8" TJI @ 16"O.C. PER RESCHECK BLANKET INSULATION PRE-FINISHEDMETAL FASCIA SOFFITVENTED METAL ASPHALT SHINGLES SECTION "C" SCALE 1/2" = 1' - 0" BEAM POCKET REAR COVER DESIGN 5 1/8" X 15" SIMPSON BC8 P-1 8x8 SPF #1 TYP. SIMPSON ABU88 24F V4 GLULAM P-1 3 PLY GANG STUD FIR STRINGERS TREADS 3/4" PINE RISERS 3-14" LVL STRINGERS 1 1/8" PARTICAL BD T.S.05/28/2021ALAN COOK1/4" = 1'-0"ADC(208)201-8632276 HOPE STREETRESBURG, IDAHO 83440ALAN DON COOKREVISION #5 ELEVATION CORRECTIONSREVISION #4 BASEMENT CHANGESREVISION #3 1746 SQ FT.BASEMNT FLR SCALE: NTS 6'-10" CLEAR6'-8" MIN10"34"36" TALL RAILING OR HALF WALL 4"9'-0"9'-1 1/2"5SHT6OFAEROTECHAEROTECHAEROTECHAEROTECHAEROTECHDESIGNDESIGNDESIGNDESIGNDESIGNChecked ByDate:Checked ByDesigned ByDrawn ByScaleNo.RevisionsDate SSSSWDSREF DWSROOF FRAMING FLOOR FRAMING SCALE 1/2" = 1' - 0" VERIFY PER SUPPLIER VERIFY PER SUPPLIER SCALE 1/2" = 1' - 0" GIRDER TRUSS @ 3" O.C. SPACING AT EACH EDGE & 12" O.C. SPACING IN THE FIELD GLUE & NAIL W/ 8d RING SHANK NAILS 3/4" T&G OSB DECKING 11-7/8" BCI 6000 MATT CARMACKADDRESSCITY , IDAHOFRAMING PLANST.S.05/28/20211/4" = 1'-0"ADCALAN COOK(208)201-8632276 HOPE STREETRESBURG, IDAHO 83440ALAN DON COOK& 12" O.C. SPACING IN THE FIELD 5/8" OSB DECKING W/ 16 GAUGE STAPLES@ 3" O.C. SPACING AT EACH EDGE PRE-ENGINEERED TRUSSES REVISION #5 ELEVATION CORRECTIONSREVISION #4 BASEMENT CHANGESREVISION #3 1746 SQ FT.OF66SHTChecked ByScaleDrawn ByDesigned ByChecked ByDate:No.RevisionsDateAEROTECHAEROTECHAEROTECHAEROTECHAEROTECHDESIGNDESIGNDESIGNDESIGNDESIGN