copyright © crookston custom designs 8/26/2020
TRANSCRIPT
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
SHEET:
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°SECTION 1
I. DRAWINGS ARE PRELIMINARY AND NOT FOR CONSTRUCTION UNLESSSTRUCTURAL ENGINEER'S STAMP IS AFFIXED TO DRAWINGS.
II. ANY DISCREPANCIES IN THE DRAWINGS, NOTES AND SPECIFICATIONS,SHALL BE REPORTED TO OWNER'S REPRESENTATIVE FOR CLARIFICATION.THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS PRIORTO PROCEEDING WITH ANY WORK OR FABRICATION.
III. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORINGDURING CONSTRUCTION.
IV. CONTRACTOR TO SUBMIT A REQUEST TO ENGINEER/ARCHITECT FORANY SUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON THEDRAWINGS.
V. STRUCTURAL DESIGN PER 2012 INTERNATIONAL BUILDING CODE.
VI. ALL CONSTRUCTION TO CONFORM TO 2012 IBC.
VII. THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE.
VIII. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR THE USE INTHE CONSTRUCTION OF A PROPOSED BUILDING TO WHICH THESENOTES ARE ATTACHED. THE DRAWINGS SHALL NOT BE USED INWHOLE OR IN PART, FOR FABRICATION OR CONSTRUCTION AT ANYOTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
°SECTION 2
I. ROOF LOADING:
PITCHED ROOF: LIVE LOAD (SNOW): 35 PSFDEAD LOAD: 15 PSF
TOTAL LOAD 50 PSF
II. FLOOR LOADING:LIVE LOAD: 40 PSFDEAD LOAD: 12 PSF
TOTAL LOAD: 52 PSF
III. WIND LOADING: 115 MPH, EXPOSURE C
IV. SEISMIC LOADING: SS = 0.6, S1 = 0.2
V. DESIGN SOIL PARAMETERS
1500 PSF BEARING PRESSURE ASSUMED WITH 45 PCFE.F.P. ACTIVE LATERAL EARTH PRESSUREIBC TABLE 1804.2 CLASS 4 MATERIAL(S)
°SECTION 3 - CONCRETE
I. GENERAL REQUIREMENTS
STRUCTURAL CONCRETE FOR FOOTING SHALL HAVE A MINIMUM 28 DAYCOMPRESSIVE STRENGTH OF 2,500 PSI. CONCRETE FOR SLABSON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF4,000 PSI AND A MAXIMUM WATER CEMENT RATIO OF 0.5. ALLOTHER CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVESTRENGTH OF 3,000 PSI. MINIMUM CEMENT CONTENT SHALL BE5 SACKS/CU. YD. MAXIMUM SIZE AGGREGATE SHALL BE 3/4",SLUMP NOT TO EXCEED 4".
II. CAST IN PLACE CONCRETE
IF SOFT, SPONGY OR WET SOILS ARE ENCOUNTERED CONSTRUCTION IS TO BE STOPPED AND ENGINEER CONTACTED IMMEDIATELY.
A. CONCRETE FORM WORK TO BE OF ADEQUATE SIZE AND STRENGTH,PROPERLY BRACED TO PREVENT SAGGING OR BULGING. PROTECTALL CONCRETE FROM FREEZING TEMPERATURES. REFER TO DRAWINGFOR DIMENSIONS OF CONCRETE MEMBERS AND SIZE AND LOCATIONOF ALL REINFORCEMENT.
B. FOOTINGS
NO FOOTING SHALL BE PLACED ON DISTURBED SOIL (IF DISTURBED,COMPACT SOIL IN 6" LIFTS TO 90% OF MAXIMUM DRY DENSITY PERASTM D1557). FOOTINGS SHALL BE STEPPED DOWN ONE (1)VERTICALLY TO ONE AND ONE HALF (1-1/2) HORIZONTALLY.
C. FOUNDATION WALLS
REINFORCE PER DRAWINGS. DO NOT BACKFILL WALLS UNTIL MAINFLOOR IS FRAMED AND SHEATHED AND CONCRETE HAS CURED AA MINIMUM OF 7 DAYS. USE HAND OPERATED COMPACTION EQUIPMENTADJACENT TO NEWLY PLACED CONCRETE BASEMENT WALLS.
D. CONCRETE PADS AND THICKENED SLABS
REFER TO DRAWINGS AS TO SIZE AND REINFORCEMENT.
E. CONCRETE SLABS
SLABS ON GRADE, AS NOTED ON THE DRAWINGS, TO BEAR ON 6"COMPACTED GRAVEL BASE. MINIMUM SLAB REINFORCEMENT TO BE#3 RE-BAR @ 18" o.c. BOTH WAYS, PLACED 1" CLEAR FROM TOP FACE(U.N.O. ON PLANS).
F. FIREPLACE FOOTINGS AND CMU WALLS
REFER TO DRAWINGS.
G. REINFORCEMENT
REINFORCEMENT SHALL BE ASTM A615, GRADE 60 FOR #5 BARS ANDLARGER, GRADE 40 FOR #3 & #4 BARS. ALL REBAR LAPPED 30 TIMESDIAMETER, REBAR AT FOOTINGS TO HAVE 3" CLEAR COVER OF CONCRETE(U.N.O. ON DRAWINGS). PROVIDE CORNER BARS WITH 18" LEGS AT THECORNERS OF ALL WALLS AND FOOTINGS, SIZE AND PLACEMENT TOMATCH HORIZONTAL REINFORCEMENT.
H. °ANCHOR BOLTS
ANCHOR BOLTS TO BE ASTM A307, 1/2" DIA. x 10" EMBEDDED IN FOUNDATION WALLS@ 2'-8" o.c. (MAX) U.N.O. (SEE FOUNDATION PLAN FOR REQUIREMENTS ATSHEARWALLS). BOLTS TO BE WITHIN 1'-0" OF ENDS OF SILL PLATES (COORDINATEWITH GENERAL CONTRACTOR). MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE.
ALL POSTS SUPPORTED BY ISOLATED FOOTINGS TOHAVE POST ANCHORS UNLESS BRACED IN STUD WALLS.
REFER TO DRAWINGS FOR HOLDDOWN REQUIREMENTS.INSTALL REQUIRED EMBEDDED ITEMS PERMANUFACTURER'S CATALOG TO ENGAGE HOLDDOWNS.
I. CONSTRUCTION AND CRACK CONTROL JOINTS
ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVEDUST, CHIPS AND OTHER FOREIGN MATERIAL PRIOR TO PLACING ADJACENTCONCRETE. CRACK CONTROL JOINTS IN SLABS SHALL HAVE A MAXIMUMSPACING OF 15'-0" IN BOTH DIRECTIONS. THE CONTRACTOR SHALL SUBMITTHE DETAILS AND PROPOSED LOCATIONS OF CONSTRUCTION JOINTS ANDCRACK CONTROL JOINTS FOR REVIEW BEFORE STARTING CONSTRUCTION.
°SECTION 5 - FRAMING LUMBER
I. SAWN STRUCTURAL LUMBER
A. SAWN LUMBER SHALL BE DOUGLAS FIR-LARCH (DF-L) NO. 2 OR BETTER FORALL 2 INCH AND 4 INCH NOMINAL LUMBER AND DF-L NO. 1 OR BETTER FOR6 INCH NOMINAL AND LARGER STRUCTURAL MEMBERS (U.N.O.)
B. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE SHALLBE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE MILDSTEEL PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD.
C. ALL FRAMING DETAILS SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE2006 EDITION, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL FRAMINGNAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE IBC UNLESS OTHERWISESHOWN. PROVIDE STEEL STRAPS AT PIPES IN STUD WALLS AS REQUIRED BYIBC CHAPTER 23. PLUMBING AND ELECTRICAL RUNS IN STUD WALLS SHALLCONFORM TO CHAPTER 23. BOLTS SHALL BE STANDARD MACHINE BOLTS (A307).ALL NAILS SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. IF PNEUMATICNAILERS ARE TO BE USED, CONTRACTOR MUST SUBMIT A SCHEDULE OF NAILSDESIRED AS SUBSTITUTION TO THE ARCHITECT OR ENGINEER FOR REVIEW.A CHANGE IN THE NUMBER OF NAILS OR A CLOSER NAIL SPACING MAYBE REQUIRED.
D. METAL HANGERS AND CONNECTORS SHALL BE FULLY NAILED OR BOLTEDUNLESS OTHERWISE NOTED ON THE DRAWINGS. METAL HANGERS OR CONNECTORSSHOWN ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON COMPANY.METAL HANGERS OR CONNECTORS BY OTHER MANUFACTURES MAY BECONSIDERED WHERE LOAD CAPACITY AND DIMENSIONS ARE EQUAL OR BETTER.ALL SUBSTITUTIONS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW.
E. PROVIDE SOLID BLOCKING BELOW ALL BEARING WALLS. PROVIDE SOLID VERTICALBLOCKING IN FLOOR SPACE TO MATCH STUD BUNDLE OR SOLID COLUMN ABOVEAND BELOW. VERTICAL BLOCKING AT WOOD "I" JOISTS SHALL BE 1/16" LONGERTHAN JOIST IS DEEP. MINIMUM POST TO BE TWO 2x STUDS BEARING AT EACHEND OF HEADER U.N.O. FOR BEAMS FRAMING PERPENDICULAR TO BEARING WALLSPROVIDE FULL WIDTH BEAM POCKET WITH FILLER AS REQUIRED AND KING STUDBOTH SIDES. STITCH STUD BUNDLES TOGETHER WITH 16d COMMON @ 18" o.c.MAXIMUM (U.N.O.) WHERE FLOOR BEAMS ARE FRAMED FLUSH WITHIN FLOORAND TOP FLANGE HANGERS ARE SPECIFIED, BEAMS ARE TO BE BLOCKED UPTO JOIST HEIGHT WITH FULL WIDTH DF-L SPACER AS REQUIRED.
II. STRUCTURAL GLUED-LAMINATED TIMBER
ALL GLUED-LAMINATED TIMBER SHALL BE COMBINATION 24F-V4 FORSIMPLY SUPPORTED BEAMS, COMBINATION 24F-V8 FOR BEAMS CONTINUOUSOVER SUPPORTS, AND COMBINATION L2 FOR COLUMNS (U.N.O.) FABRICATIONTO BE IN ACCORDANCE WITH AITC 117. PROVIDE WET-USE ADHESIVES.MAXIMUM MOISTURE CONTENT SHALL BE 15%. PROVIDE MILD STEEL PLATEWASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD. WOODBEARING ON OR WITHIN 1" OF MASONRY OR CONCRETE SHALL BE TREATEDWITH AN APPROVED PRESERVATIVE. SEAL END GRAIN OF ALL EXTERIOR,EXPOSED BEAMS INCLUDING NON-LOAD BEARING ARCHITECTURAL BEAMS.
III. MANUFACTURED WOOD "I" JOISTS
WOOD "I" JOISTS AS MANUFACTURED BY THE TRUS JOIST MacMILLAN CORPORATIONSHALL BE DESIGNED AND CERTIFIED BY MANUFACTURER TO SUPPORTLOADINGS AS SHOWN ON THE DRAWINGS. SUBSTITUTION OF PRODUCTS BYOTHER MANUFACTURERS REQUIRES APPROVAL OF ENGINEER OF RECORD.JOISTS SHALL BE ERECTED, INSTALLED, AND BRACED IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS.
IV. LAMINATED VENEER LUMBER (LVL)
PRODUCTS SPECIFIED HEREIN AS ML OR M=L AND PL SHALL CONFORM TOTHE PERFORMANCE CRITERIA OF LVL AND PSL PRODUCTS AS MANUFACTUREDBY TRUSS JOIST MacMILLAN AS MICROLLAM AND PARALLAM. SUBSTITUTES ARE ACCEPTABLE PROVIDED THEY HAVE THE SAME STRUCTURAL VALUES AS ML AND PL. ANY SUBSTITUTIONS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW.
J. VAPOR BARRIER
VAPOR BARRIER TO BE 4 MIL POLYETHYLENE SHEET PLACED ONUNDISTURBED SOIL. VAPOR BARRIER UNDER SLAB ON GRADE, IFREQUIRED, PLACED ON COMPACTED GRAVEL WITH 1" OFDAMP SAND BETWEEN POLYETHYLENE VAPOR BARRIER AND CONCRETE.
K. EMBEDDED ITEMS FOR HD TYPE HOLDDOWNS TO BE ASTM A307HEX HEADED BOLT IN THE DIAMETER AS SPECIFIED BY THE MANUFACTURERFOR THE HD. ALL BOLTS TO HAVE 3" MIN. CONCRETE SIDE COVER.EMBEDDMENT DEPTHS ARE 15" FOR BOLTS UP TO AND INCLUDING 1" DIA.,24" DEPTH FOR BOLTS OVER 1". TYPICAL REINFORCEMENT TO PASSUNINTERRUPTED ALONGSIDE HOLDDOWN AS APPLICABLE. COUPLER NUTSMAY BE USED TO EXTEND THE HOLDDOWN ANCHOR THROUGH THE FLOORPLATE TO THE SHEAR WALL CHORD.
III. °EPOXY ANCHORS
EPOXY GROUTED ANCHORS, IF USED, SHALL CONFORM TO HILTI HITOR HILTI HVA EPOXY SYSTEM OR ENGINEER APPROVED EQUIVALENT.INSTALL PER MANUFACTURER'S INSTRUCTIONS. WIRE BRUSH ANDBLOW OUT HOLES.
°SECTION 4 - REINFORCED CONCRETE MASONRY UNITS (CMU)
I. GENERAL REQUIREMENTS
A. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90,GRADE N WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI(MASONRY F'M=1500 PSI). USE TYPE M MORTAR WITH A MINIMUM 28DAY COMPRESSIVE STRENGTH OF 2500 PSI. GROUT SHALL BE APEA GRAVEL CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH OF2000 PSI AND A MINIMUM SLUMP OF 6 INCHES.
B. INSTALL CMU OF SIZE AND ARCHITECTURAL TYPE SPECIFIED.REINFORCE PER DRAWINGS. SOLID GROUT ALL CELLS BELOW GRADE,ALL REINFORCED CELLS, AND AS SPECIFIED IN DRAWINGS. ALL 8" CMUAT FIREPLACES TO BE SOLID GROUTED. MAXIMUM HEIGHT FOR GROUTLIFTS TO BE 4'-0" UNLESS CLEAN OUTS ARE USED.
C. MASONRY WALLS TO BE LAID IN RUNNING BOND. REINFORCE THE WALLSHORIZONTALLY WITH (2) #4 BAR IN AN 8" HIGH BOND BEAM AT EACHFLOOR AND ROOF LEVEL, AT THE TOP AND BOTTOM OF WALLS, AND@ 4'-0" o.c. (MAX) BETWEEN. REINFORCE THE WALLS VERTICALLYWITH (1) #5 @ 4'-0" o.c. (MAX) FOR FULL HEIGHT OF THE WALL,PLUS ONE #5 VERTICAL AT EACH JAMB, CORNER AND DISCONTINUOUSEND (U.N.O. ON DRAWINGS). LAP REINFORCEMENT 40 BAR DIAMETERS ATSPLICES. REFER TO DRAWINGS FOR LINTEL DETAILS AT FIREPLACES.
D. PROVIDE DOWELS WITH STANDARD HOOKS BETWEEN FOUNDATIONS ANDALL CMU, DOWELS DRILLED AFTER THE FACT ARE NOT ACCEPTABLEUNLESS APPROVED BY THE ENGINEER. SIZE AND SPACING OF DOWELSTO MATCH VERTICAL REINFORCEMENT OF CMU. DOWELS TO PROJECTA MINIMUM OF 2'-0" INTO CMU AND 17 BAR DIAMETERS INTO FOUNDATION(U.N.O.)
II. VENEER ANCHORAGE
PROVIDE VENEER ANCHORAGE PER IBC 3006(D)1. ANCHOR TIES TO BENOT LESS THAN 9 GA. GALVANIZED WIRE OR 22 GA. BY 1" GALVANIZEDSHEET METAL. ANCHOR TIES SHALL BE SPACED NOT MORE THAN 24" o.c.AND SUPPORT NO MORE THAN 2 SQ. FEET OF VENEER. TIES SHALL BEPROVIDED TO HORIZONTAL JOINT REINFORCEMENT WIRE OF 9 GA. OREQUIVALENT. JOINT REINFORCEMENT TO BE CONTINUOUS WITH BUTTSPLICES BETWEEN TIES.
V. WOOD SHEATHING
A. ALL WOOD SHEATHING SHALL BE APA RATED EXPOSURE 1 PLYWOOD OR OSBWITH THICKNESS, VENEER GRADES AND SPAN RATING AS NOTED HEREIN ORON DRAWINGS,
ROOF SHEATHING5/8" WITH MINIMUM (40/20) SPAN RATING.
FLOOR SHEATHING3/4" T&G APA SPAN RATED TO 24".
EXTERIOR WALL AND SHEAR WALL SHEATHING7/16" WITH MINIMUM (24/0) SPAN RATING.
B. ROOF AND FLOOR SHEATHING TO BE LAID UP WITH FACE GRAIN PERPENDICULARTO SUPPORTS AND END JOINTS STAGGERED 4'-0" INSTALL ROOF SHEATHINGWITH _" SPACE AT ALL PANEL EDGES. NAIL ROOF SHEATHING WITH 8d @ 6" o.c.AT SUPPORTED PANEL AND 12" o.c. AT INTERMEDIATE FRAMING, FLOOR SHEATHINGWITH 10d @ 6" o.c. AT SUPPORTED PANEL EDGES AND 10" o.c. FIELD, U.N.O. HOLESARE NOT PERMITTED IN DIAPHRAGMS UNLESS REVIEWED BY ENGINEER.
C. NAIL EXTERIOR WALL SHEATHING WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD, U.N.O.IN SHEARWALL SCHEDULE. OFFSET VERTICAL JOINTS 4'-0" INSTALL WITH _"GAP AT BUTT ENDS.
VI. WOOD SHEARWALLS
A. WHERE PLYWOOD PANELS ARE APPLIED TO BOTH SIDES OF SHEARWALL, PANELJOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMINGMEMBERS SHALL BE 3" (NOMINAL) WIDE AND NAILS ON EACH SIDE SHALL BE STAGGERED.
B. ALLOWABLE SHEAR VALUES IN SHEARWALL TABLE ARE FOR DOUGLAS FIR FRAMINGMEMBERS (GROUP II). NO SUBSTITUTION OF LESSER GROUPS WILL BE ALLOWED.FASTENERS EXPOSED TO WEATHER SHALL BE ZINC COATED BY HOT DIP GALVANIZING,MECHANICALLY DEPOSITED, OR ELECTRO-DEPOSITED.
VII. PRE-MANUFACTURED WOOD TRUSSES
WOOD TRUSSES SHALL BE FACTORY ASSEMBLED USING STRESS RATED MATERIALSDESIGNED TO SUPPORT LOADING SHOWN ON DRAWINGS. INSTALL AND BRACE PER MANUFACTURER. MANUFACTURER IS RESPONSIBLE FOR REVIEWING ALL CONNECTIONS AND FRAMING IN TRUSSED ROOF SYSTEMS ABOVE PLATE HEIGHT FOR COMPLETENESS AND COMPATIBILITY WITH TRUSS DESIGNS. THIS INCLUDES ALL EAVE OVERHANGS ANDOVER-FRAMES. SHOP DRAWINGS, DETAILS AND DESIGN CALCULATIONS OF TRUSSEDROOF SYSTEM MUST BE STAMPED BY A LICENSED CIVIL ENGINEER ANDSUBMITTED TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION.
°SECTION 6 - STRUCTURAL STEEL AND MISCELLANEOUS METALS
STEEL SHALL CONFORM TO ASTM A992 UNLESS OTHERWISE NOTED. SQUARE ORRECTANGULAR STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B(FY=46KSI). ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OFAISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURALSTEEL FOR BUILDINGS". SHOP DRAWINGS SHALL BE SUBMITTED FOR THE OWNER'SREPRESENTATIVES REVIEW BEFORE COMMENCING FABRICATION. SHOP DRAWINGS SHALLSHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BYSTRUCTURAL WELDING CODE, AWS D1.1. ALL FIELD WELDING TO BE ACCOMPLISHED BYAWS CERTIFIED WELDERS. ALL STEEL ANCHORS, TIES AND OTHER MEMBERS TO BEEMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL MACHINEBOLTS SHALL BE ASTM A307 U.N.O. AND SHALL BE PROVIDED WITH LOCK WASHERSUNDER NUTS OR SELF LOCKING NUTS. ALL NUTS, BOLTS, WASHERS AND MISC. STEELEXPOSED TO WEATHER SHALL BE GALVANIZED.
°SECTION 7 - JOB SAFETY
THE ENGINEER HAS NOT BEEN RETAINED NOR COMPENSATED TO PROVIDE DESIGNAND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETYPRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FORTHE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITEVISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUALCONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FORTHE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERSOR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK, OR OCCUPANCY BY ANYPERSON.
Cover
Page
Layout Page TableSheet Title1 Cover Page2 Main Floor Plan3 Foundation Plan4 Basement Floor Plan5 Front & Right Elevations6 Back & Left Elevations7 Sections & Details8 Legend & Nailing Schedule9 Floor Framing Plans10 Roof Framing Plan11 Plot Plan
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
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copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
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20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
DN
DW
REF.
1808
0
5050
LS
4060
SH
3060SH 3060SH3060SH
2030
LS
3060SH
1668FX6816FX
30681668FX
2660FX2660FX
2660FX2660FX
4040
LS
2060SH 2060SH 2030LS 3010FX 3068
2468
2468
2468
6068 2668
1668
2468
6068 2668
2468
2668
2468
3068
3068
3060SH
100803068
2468
12080
UP
UP
SHEAR WALL SCHEDULE
SPACINGFIELD NAILSPACING
EDGE NAILTYPE
6" 12"
12"4"
12"
3" 12"
2"
NOTES:1) SHEETING NAILS ARE TO BE 8d COMMON NAILS2) ALL PANEL EDGES ARE TO HAVE BLOCKING WITH EDGE NAILING3) TYPE C AND D WALLS ARE TO HAVE 3" NOMINAL FRAMING AT ALL PANEL EDGES.4) UNLESS NOTED OTHERWISE SHEET ALL EXTERIOR WALLS AS TYPE "A" WALLS5) STAPLES SHALL BE 16 GAGE AND HAVE A MINIMUM CROWN WIDTH OF 7/16" AND SHALL BE INSTALLED WITH THEIR CROWN PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS.6) STAPLES SHALL HAVE 1" MINIMUM PENETRATION IN FRAMING
AA
BB
CC
DD
SPACINGFIELD STAPLESPACING
EDGE STAPLE
3" 12"
12"2"
NOTPERMITTED
NOTPERMITTED
NOTPERMITTED
NOTPERMITTED
H1 SIMPSON STHD10 OR STHD10RJ AT RIM JOISTH2 SIMPSON STHD14 OR STHD14RJ AT RIM JOIST
HOLDOWN TABLE
H2H2
5'-6"6'
4'-9" 3' 4'-9" 6'-3" 6'-3"1'
3'-4" 3' 3'-8"
12'
12'
19'-2
1/4
"
16'-6"
15'
8'
9'-2
"8'
-1"
3'-3
"
24'-1
"
5'-1
1/2
"
3'
28'
11'-0 1/2"
5'-0
1/2
"2'
-4 1
/2"
7'-8
1/2
"
4'23
'-6"
18'-6" 6'-6"
4'
4'-6
"
6' 5'
11' 10' 10' 8" 8'-4" 12'-6" 12'-6"
78'
6'-6" 6'-6"
13'
11'
12'
14'
14'
23'
28'
52'
1'
3'2'
5'
2'-6"12'-6"2'-4"2'-2"
2'-7"2'-10"1'-6"
9'-7"2'3'-9 1/4"7'-2 3/4"
15'4'-6"5'-5"13'-1"11'17'-6"11'-6"
78'3'
-3"
4'-9
"
5'11
'-4"
2'-4
"8'
2'-4
"11
'3'
43'
4'4'
8'
11'
3'-8
1/2
"
4'-4"1'-11"
16'-5 1/2"
8'
7'-7
1/2
"
3'-9"
5'-6
"
7'-7"3'-2 1/2"
5'-3
"5'
-10"
1'-6
"3'
-8"
8'-3
1/2
"
1'-10 1/2"
7'-7" 3'-6"
5'-7
1/2
"
3'-8
1/2
"
5' 2'-3 1/2"
14'-3
1/2
"
11'-1
1/2
"
2'-3
"
2'-3
"
4'-0 1/2"
7'-0
1/2
"3'
9'
4'-10" 2'-8"1'-6"
1'-6
"
3'-4
1/2
"4'
-3 1
/2"
2'-6" 3'-11"
4'-9
"4'
8'-4
"
11'-8
1/2
"
12'
1'-6"1'-6"
2'-5"
13'-1"6'-1" 7'
1'-1
0"
2'-1
0"1865 sq ft
24'-0" x 23'-0"1031 sq ft
12'-7" x 14'-3"196 sq ft
11'-0" x 10'-6"131 sq ft
10'-3" x 7'-8"88 sq ft
7'-6" x 2'-0"19 sq ft
11'-0" x 10'-6"133 sq ft
7'-6" x 2'-0"19 sq ft
8'-10" x 4'-9"47 sq ft
8'-8" x 5'-7"55 sq ft
11'-0" x 10'-10"131 sq ft
3'-8" x 5'-5"27 sq ft
7'-4" x 5'-8"54 sq ft
16'-4" x 11'-11"203 sq ft
Living Area
Garage
UPPER CABINETS OVERWASHER AND DRYERAND FOLDING TABLE
BE
NC
HPorch
DOUBLE WALLOVEN
Open Below
BOXED TRAY CEILING
BOXED TRAY CEILINGDeck
10'-6" Ceiling
Entry
BARN DOOR
10'-6" Ceiling
GARBAGEDRAWER
CABINET MANTEL WITHSHIP LAP ABOVEEXTENDED TO CEILING
AC
Master Bdrm
Bedroom
Shower
Bedroom
Closet
Pantry
Closet
RAILING
D.01D.01
AAAA H2H2H2H2H2H2
H2H2BBH2H2 BB
H2H2H2H2
H1H1
THIS WALL 10' 7-1/8" TALL
10'-6" Ceiling
10'-6" Ceiling
D.10
D.10
D.10
D.10 THIS WALL 10' 7-1/8" TALL
Derived from 19033Tate Home (L9 B2 D4 Sand Pointe)1864 Beach Park DriveIdaho Falls, Idaho 83404
AA
H1H1
H1H1
AA
H1H1
AA
AA
CARPETFLOORING
TILEFLOORING
LVPFLOORING
LVPFLOORING
LVPFLOORING
LVPFLOORING
LVPFLOORING
CARPETFLOORING
CARPETFLOORING
TILEFLOORING
LVP
FLO
OR
ING
LVPFLOORING
LVPFLOORING
TEMPERED GLASS
OBSCURE GLASS
FIREPLACE WITHHEARTH
HIDDEN PANTRY DOOR
BASE CABINET WITHGRANITE TOP AND SHELVINGABOVE (MICROWAVE ONCOUNTER)
CABINET/CLOSET
SHIP LAPTHIS WALL
SHIP LAPTHIS WALL
SHIP LAPTHIS WALL
HIGH TVOUTLET
Dining
FOLDING TABLE
SHIP LAPTHIS WALL
CARPETFLOORING
CONCRETE PATIO
UPPER CABINETS
H1H1 H1H1AA
MAKE UP DESK WITHUPPER ACTIVE CABINETMIRROR
HIGH TVOUTLET
HIGH TVOUTLET
GAS LINE TOCOOKTOP
BBQ GAS LINE
RANGE HOOD VENT KVO
DN
3050SH
3068
2624FX
2468
5068
Loft Floor Area 396.164564 sq ft
R R
RR
R
R
R
R
R
4'
5'-7" 9'
14'-3
"
6' 4' 4'-0 1/2"
6'-6"
8'
14'-7 1/2"
7'-2" x 3'-8"32 sq ft
CARPETFLOORING
Open Below
HIGH TVOUTLET
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
2
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
MAIN FLOOR PLAN
Main
Flo
or
Pla
n
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
LOFT FLOOR PLAN
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
S
S
S S
2668
4040
LS40
40LS
4040LS
6068
6068
1668
2668 1416 1416
1668
2468
2668
6068
2668
2668 26
68
1416
3068
6068
UP
H1 SIMPSON STHD10 OR STHD10RJ AT RIM JOISTH2 SIMPSON STHD14 OR STHD14RJ AT RIM JOIST
HOLDOWN TABLE
H2H2
E4
Ele
vatio
n 4
21'
7'-4
"
8'-7
3/4
"6'
-3 1
/2"
10'-4
3/4
"
13'-7
1/4
"8'
-4"
13'-4
3/4
"
8'-8 1/4"6'-5"11'-1 1/4"
8'-9
3/4
"
13'-2
3/4
"10
'-3 1
/4"
23'4"
11'-2"
3'7' 7'
8'
3'
15'
25'-10"
16'-5
3/4
"7'
-9 3
/4"
6'-0 1/4"6'-11 1/4"
6'-8 1/2"
7'-0 1/2"13'-5 3/4"
3'-2
3/4
"4'
-2 1
/4"
5'-0 3/4"2'-2 1/2"
5'-0 3/4"
13'-1
"
17'-6"
17'-6"
4'-2"3'-8 1/2"
4'-1
0"
6'-10"18'
4"16'-6"
4"
4'-1
0"7'
-10
1/4"
4'-1
0"
10'-6" 11' 10'-6" 7'-8" 13'-2" 12'-6" 6'-2" 6'-6"
39'-8" 25'-8" 12'-8"
7'
35'-4
"3'
-2"
52'-4
"
8'7'
11'
2'-6"12'-6"13'-9"9'-3"
15'23'11'-6"16'-6"12'
40'
11'-4
"11
'-8"
28'-4
"
23'
28'-4
"
52'-4
"
1'
3'-2
"2'
7'
4'-4"3'-4"4'-4"
7'-10"
2'-10"3'-4"4'-4"
24'-1
0"
78'
78'
13'-2
3/4
"2'
-7 1
/2"
11'-7
3/4
"
1'
14'-4"3'-8"
1'-10"7'-4"1'-10"
D.01D.01
FINISHED BASEMENT 9' FOUNDATION WALLS
F3F3
F2F2
F1 = 1'-6"X8" CONTINUOUS FOOTING WITH (2) #4 BARSF2 = 1'-4"X8" CONTINUOUS FOOTING WITH (2) #4 BARSF3 = 2'-0"X11" CONTINUOUS FOOTING WITH (3) #4 BARSF4 = 2'-0"X2'-0"X12" FOOTING WITH (3) #4 BARS EACH DIRECTION
F3F3
F3F3
F3F3
F3F3
F3F3
F3F3
F3F3
F3F3
F3F3
F1F1
F1F1
F1F1
F2F2
F2F2F2F2
F2F2
F2F2
F2F2
F2F2
F2F2
F2F2
D.02D.02
D.02D.02
D.02D.02 D.03D.03
D.03D.03
F3F3
F3F3
F3F3
F1F1
F1F1
F1F1
F4F4F4F4
D.11D.11D.11D.11
H2H2H2H2H2H2
H2H2H2H2 H2H2H2H2
H1H1
H1H1
H1H1
H1H1
H1H1 H1H1
10080
1808
0
3068
4" BRICK LEDGE
4" BRICK LEDGE 4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE 4" BRICK LEDGE
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
3
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
FOUNDATION PLAN
Foundation P
lan
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
WH
2668
4040
LS40
40LS
4040LS
6068
6068
1668
2668 1416 141616
6824
68
2668
6068
2668
2668 26
68
1416
3068
6068
UP
H1 SIMPSON STHD10 OR STHD10RJ AT RIM JOISTH2 SIMPSON STHD14 OR STHD14RJ AT RIM JOIST
HOLDOWN TABLE
H2H2
5'-1
1"7'
-4"
10'-6" 11' 10'-6" 7'-8" 13'-2" 12'-6" 12'-8"
78'
6'-2" 6'-6"
7'6'
-9"
13'-9
"8'
-4"
13'-3
"3'
-2"
52'-4
"
8'7'
11'
2'-6"12'-6"13'-9"9'-3"
15'23'4'-4"7'-2"15'-2"1'-4"12'
78'
11'-4
"11
'-8"
23'
28'-4
"
52'-4
"
1'
3'-2
"2'
7'
10'-4"2'-0 1/2"
12'-9
1/2
"8'
-0 1
/2"
12'-7
"
10'-4"2'-0 1/2"
10'-11 1/2"
1'-9
"
8'
17'-6 1/2" 4'-6 1/2"
12'-5
"
6'-6" 4'-9"
3'-8 1/2"
4'-5
"
1'-2"
7'-1
0"
3'-3"6'-9 1/2"
7'
8'-6 1/2"6'-1 1/2"
3'-11" 2'-6" 3'-11"
4'
13'-5
1/2
"
16'-10" 4'-6 1/2"
3'-11"1'-11"
3'-11"24'-2" x 23'-2"
1054 sq ft
26'-2" x 16'-6"455 sq ft
16'-5" x 12'-0"229 sq ft
9'-11" x 12'-2"151 sq ft
6'-1" x 6'-8"57 sq ft
17'-6" x 13'-1"258 sq ft
4'-8" x 6'-8"36 sq ft
4'-2" x 9'-1"55 sq ft
9'-11" x 12'-5"165 sq ft
6'-8" x 6'-7"61 sq ft
4'-2" x 12'-0"71 sq ft
D.01D.01
Garage
Family
Bedroom
Bedroom
Home Gym
Closet
Bedroom
Kids Room
FINISHED BASEMENT 9' FOUNDATION WALLS
Closet
Hall
KIDS DOOR
KIDS WINDOWKIDS ROOF
Closet
H2H2H2H2H2H2
H2H2H2H2 H2H2H2H2
H1H1
H1H1
H1H1
H1H1
H1H1 H1H1
10080
1808
0
3068
HIGH TVOUTLET
SHIP LAPTHIS WALL
SHIP LAPTHIS WALL
(12) CAN LIGHTS IN FAMILY ROOMLVP
FLOORING
TILEFLOORING
(4) CAN LIGHTS IN BEDROOM
(4) CAN LIGHTS IN HOME GYM
4" BRICK LEDGE
4" BRICK LEDGE 4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE 4" BRICK LEDGE
UP
Basement Area1,643.229167 sq ft
Cold Storage Area62.5 sq ft
Foundation Area1,881.25 sq ft
Basement Finished Area1,575.583333 sq ft
Garage Area1,054.416667 sq ft
Ele
vatio
n 2
E4
Ele
vatio
n 4
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
4
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
Base
ment
Flo
or
Pla
n
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
FINISHED BASEMENT AREA
BASEMENT FLOOR PLAN
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
1420LV
3060SH
1668FX
6816FX
1668FX
2660FX
1668FX1668FX
2640SH
2660FX2660FX 2660FX2660FX
2640SH2640SH2624FX
3060SH
2640SH10
1210
12
10
1210
12
10
12
10
12
10
12
912
Top of Footing-10'-2 1/8"
Top of Slab-9'-10 1/8"
4"
Top of Foundation-1'-2 1/8"
8'-8
"
Grade Level0'-0"
1'-2
1/8
"
Top of Subfloor - 1st Floor0'-0"
Rough Ceiling - 1st Floor9'-1 1/8"
9'-1
1/8
"
Highest Rough Ceiling10'-7 1/8"
1'-6
"
Highest Ridge26'-0 1/8"
15'-5
"
10X10 WOOD STAINED POST
CELECT SIDING ON FRONT OF HOME
1420LV
3060SH
1668FX
6816FX
1668FX
2660FX
1668FX1668FX
2640SH
2660FX2660FX 2660FX2660FX
2640SH2640SH2624FX
3060SH
2640SH
4040LS4040LS
CELECT SIDING ON SIDE OF HOME
4040LS4040LS
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
5
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
FRONT ELEVATION
RIGHT ELEVATION
Fro
nt
& R
ight
Ele
vations
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
3050SH
2060SH
2030LS3010FX
3050SH
3060SH3060SH2060SH2060SH
4040LS
3060SH
3123
12
10
12
10
12 912
912
912
VINYL VERTICAL SIDING ON BACK OF HOME
3050SH
2060SH
2030LS3010FX
3050SH
3060SH3060SH2060SH2060SH
4040LS
3060SH
5050LS2030LS
4040LS 4040LS
912
912
CELECT SIDING ON SIDE OF HOME
5050LS2030LS
4040LS 4040LS
SHEET:
IF D
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SH
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:
PR
OJE
CT
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SC
RIP
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N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
6
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
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mm
1/4" = 1'
LEFT ELEVATION
BACK ELEVATION
Back
& L
eft
Ele
vations
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
2BJC
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3BJC
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4BJC
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5BJC
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copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
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ght
© C
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on C
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s 8
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20
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© C
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20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
H VERTICAL HORIZONTAL WIDTH HEIGHT #4 BARS8'-0" 24" O.C. 24" O.C. 1'-8" 10" 29'-0" 18" O.C. 18" O.C. 2'-0" 11" 3
10'-0" 16" O.C. 18" O.C. 2'-6" 12" 411'-0" 10" O.C. 18" O.C. 3'-0" 12" 412'-0" 8" O.C. 18" O.C. 4'-0" 12" 6
FOUNDATION WALL FOOTING
4'
PORTAL FRAME SYSTEMNOT TO SCALE
2X4 ATTACHED TOHEADER WITH TWO ROWSOF 16d NAILS @ 3" O.C.
SIMPSON MSTC28 ONOPPOSITE SIDE ASSHEETING
MIN HEADER (2) 2X12
FASTEN SHEETING TO HEADER IN 3"GRID PATTERN DIRECTLY ABOVE PIER
MIN 2X4 FRAMING
ATTACH SHEETING TOALL MEMBERS WITH 8dNAILS @ 3" O.C.
SIMPSON STHD14
10" LONG 5/8" Ø A 307"J" BOLT @ 32" O.C.EMBEDDED 10" MIN.
NUT WITH 3/16"X3"X3"PLATE WASHER &STANDARD WASHER
FOR POST ON ONE SIDE FOR DOUBLE PORTAL FRAME
FASTEN SHEETING TO HEADER IN 3"GRID PATTERN DIRECTLY ABOVE PIER
DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS)
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
2X TREATEDBOTTOM PLATE
FOOTING SEEFOUNDATION PLAN
1/2" Ø SIMPSON TITEN HDBOLTS EMBEDED 3" MIN @
6'-0" MAX. O.C. SPACING
D.02D.02INTERIOR FOOTING DETAIL
NOT TO SCALE
77
33
11
55
8' WALL WINDOW OPENINGD.04D.04
44
33
1 = DOUBLE 2X6 TOP PLATES2 = HEADER PER FRAMING PLAN3 = 2X6 CRIPPLE SEE FRAMING PLAN4 = 2X6 KING STUD5 = 2X66 = 2X6 @ 16" O.C.7 = 2X6 BOTTOM PLATE8 = (92-5/8") 2X6 STUDS @ 16" O.C.9 = EXTERIOR SHEETING
22
44
5588
66
AA
AA
AAAA
11
99
55
22
99
22
55
11
99
22
55
11
DOUBLE 2X TOP PLATES
ROOF JOIST @ 24" O.C.
BOUNDARYNAILING
BLOCKING
FLOOR SHEETING
16d NAILS @ 6" O.C.ALTERNATE SIDES
BEARING WALL DETAILD.05D.05 NOT TO SCALE
D.06D.06TRUSS TO WALL CONNECTIONNOT TO SCALE
DOUBLE 2X6TOP PLATES
2X BLOCKING TO WITHIN2" OF ROOF SHEETING
BOUNDARY NAILING
7/16" OSB ROOF SHEETING NAILEDGES @ 6" O.C. AND FIELD NAIL @
12" O.C. UNLESS NOTED OTHERWISE
PRE-ENGINEERED ROOFTRUSSES
SIMPSON H1 @EACH TRUSS
2X FASCIA BOARD
2x4 STUDS
2x4 STUDS
2X6 BOTTOMPLATE &DOUBLE 2X6TOP PLATE
2X6 BOTTOMPLATE &
DOUBLE 2X6TOP PLATE
EXTERIOR WALL AND SHEARWALL SHEATHING MUST BE7/16" WITH MINIMUM (24/16)SPAN RATING TO USE THIS
DETAIL
GARAGE FOUNDATION DETAILD.03D.03
(2) CONTINUES #4 BARS
NOT TO SCALE
1'-6"X10" CONCRETEFOOTING
4" CONCRETE SLAB
#4 "J" BARS @ 2' O.C. EXTEND INTO FOUNDATIONWALL 12" MIN. (6" MIN. HOOK)
6" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 BARS @ 24" O.C. FIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS AT 24" O.C.
4" GRAVEL
10" LONG 1/2" Ø A 307"J" BOLT @ 32" O.C.EMBEDDED 7" MIN.
2X TREATED SEALPLATE
SILL SEAL
NUT WITH 3/16"X3"X3"PLATE WASHER &
STANDARD WASHER
PRE-ENGINEERED TRUSSES
FOOTING SEEFOUNDATION PLAN
BOTTOM OF FOOTINGMUST BE BELOW
FROST DEPTH
POST SEE FRAMING PLAN
SIMPSON BASE TOMATCH POST OR BEAM
(4) #4 "J" BARS EXTENDINTO FOUNDATION WALL12" MIN. (6" MIN. HOOK)
10" DIA. PIER WITH(4) #4 BARS
D.11D.11 NOT TO SCALEDECK PIER DETAIL
(4) #4 BARS VERTICAL #3 RINGS@ 8" O.C.HORIZONTAL W/ (3) IN TOP& BOTTOM 12"
1/2" SHEETROCK
DOUBLE 2X6TOP PLATES
2X6 STUDS @ 16" O.C.
1/2" SHEETROCK
FULL WALL BLOWNINSULATION R-22
2X6 BOTTOM PLATES
3/4" T&G FOOR SHEETING
7/16" SHEETING NAIL EDGES WITH 8d NAILS
@ 6" O.C. AND FIELD NAIL @ 12" O.C. UNLESS
NOTED OTHERWISE
RIM BOARD
11-7/8" FLOOR JOIST
WALL SECTION
REINFORCEMENT SEEFOUNDATION PLAN
4" GRAVEL4" CONCRETE SLAB
FOOTING SEE SCHEDULE
10" LONG 1/2" Ø A 307"J" BOLT @ 32" O.C.EMBEDDED 7" MIN. FULL WALL BLOWN
INSULATION R-11
2X4 TREATEDBOTTOM PLATE
2X4 STUDS @ 16" O.C.
2X4 TOP PLATE2X4 TREATED
SEAL PLATE
SILL SEAL
8" CONCRETE FOUNDATIONWALL WITH HORIZONTAL #4
BARS SPACED PER SCHEDULEFIRST BAR AT 4" FROM TOP ANDBOTTOM PLACE VERTICAL BARS
PER SCHEDULE
#4 "J" BARS MATCH WALL SPACINGEXTEND INTO FOUNDATIONWALL 12" MIN. (6" MIN. HOOK)
FULL HEIGHT SHAPEDBLOCKING
BOUNDARY NAILING
7/16" OSB ROOF SHEETING NAILEDGES @ 6" O.C. AND FIELD NAIL @
12" O.C. UNLESS NOTED OTHERWISE
PRE-ENGINEERED ROOF TRUSSES
NUT WITH 3/16"X3"X3"PLATE WASHER &
STANDARD WASHER
NOT TO SCALE
BLOWN INSULATION R-50
SIMPSON H1 @EACH TRUSS
D.01D.01
HE
IGH
T
12.0
"12
.0"
12.0
"12
.0"
24.0
"24
.0"
9.6"
9.6"
9.6"
9.6"
19.2
"19
.2"
MIN HEADER (2) 2X12
FOR POST ON ONE SIDE FOR DOUBLE PORTAL FRAME
DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS)
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
2x4 STUDS
2x4 STUDS
D.07D.07OPTIONAL 2X4 STAGGERED STUDSNOT TO SCALE
UP TO 9'-6" TALL WALL
2X6 BOTTOMPLATE &DOUBLE 2X6TOP PLATE
2X6 BOTTOMPLATE &
DOUBLE 2X6TOP PLATE
UP TO 10'-4" TALL WALL
EXTERIOR WALL AND SHEARWALL SHEATHING MUST BE7/16" WITH MINIMUM (24/16)SPAN RATING TO USE THIS
DETAIL
PRE-ENGINEERED TRUSSES
10'-7
1/8
"
MIN HEADER (2) 2X12
FOR POST ON ONE SIDE FOR DOUBLE PORTAL FRAME
DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS)
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
2x4 STUDS
2x4 STUDS
2X6 BOTTOMPLATE &DOUBLE 2X6TOP PLATE
2X6 BOTTOMPLATE &
DOUBLE 2X6TOP PLATE
EXTERIOR WALL AND SHEARWALL SHEATHING MUST BE7/16" WITH MINIMUM (24/16)SPAN RATING TO USE THIS
DETAIL
PRE-ENGINEERED TRUSSES
1'
1'-6 1/2"9'-6 1/2"
1'-6 1/2"
13'-4 1/2" 14'-7" 10'-0 1/2"
SHEET:
IF D
RAW
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S A
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TH
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SCALE:
SH
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PR
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RIP
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N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
7
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
Sect
ions
& D
eta
ils
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
SECTIOND.10D.10
S1S1 ATTIC TRUSS SECTION
2BJC
Const
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8/1
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3BJC
Const
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4/2
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4BJC
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8/2
4/2
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5BJC
Const
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et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
WH
REF.
DW
W?? WINDOW OPENING
DOOR OPENING
DOUBLE SWINGDOOR OPENING
REFRIGERATOR
LAUNDRY WASHER &DRYER
DISH WASHER
WALL OVEN
COOK RANGE WITHOVEN
DOUBLE KITCHENSINK
SINGLE UTILITY SINK
BATHROOM SINK
TOILET
BATH TUB WITHSHOWER
LARGE SOAKER TUB
SHOWER
WATER HEATER
PEDESTAL SINK
FORCED AIRFURNACE
INSERT FIRE PLACE
WOOD STOVE
D??
D??
PLAN SYMBOLS
CONNECTION FASTENING (a), (m) LOCATION 1. Joist to sill or girder 3 - 8d common (2-1/2″ × 0.131″) toenail
3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
2. Bridging to joist 2 - 8d common (2-1/2″ × 0.131″) toenail each end2 - 3″ × 0.131″ nails2 - 3″ 14 gage staples
3. 1″ × 6″ subfloor or less to each joist 2 - 8d common (2-1/2″ × 0.131″) face nail4. Wider than 1″ × 6″ subfloor to each joist 3 - 8d common (2-1/2″ × 0.131″) face nail5. 2″ subfloor to joist or girder 2 - 16d common (3-1/2″ × 0.162″) blind and face nail6. Sole plate to joist or blocking
Sole plate to joist or blocking at bracedWall panel
16d (3-1/2″ × 0.135 ″) at 16″ o.c. typical face nail3″ × 0.131″ nails at 8″ o.c.3″ 14 gage staples at 12″ o.c.3- 16d (3-1/2″ × 0.135″) at 16″ o.c. braced wall panels4 - 3″ × 0.131″ nails at 16″ o.c.4 - 3″ 14 gage staples at 16″ o.c.
7. Top plate to stud 2 - 16d common (3-1/2″ × 0.162″) end nail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
8. Stud to sole plate 4 - 8d common (2-1/2″ × 0.131″) toenail4 - 3″ × 0.131″ nails3 - 3″ 14 gage staples2 - 16d common (31/2″ × 0.162″) end nail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
9. Double studs 16d (3-1/2″ × 0.135″) at 24″ o.c. face nail3″ × 0.131″ nail at 8″ o.c.3″ 14 gage staple at 8″ o.c.
10. Double top plates
Double top plates
16d (3-1/2″ × 0.135″) at 16″ o.c. typical face nail3″ × 0.131″ nail at 12″ o.c.3″ 14 gage staple at 12″ o.c.8 - 16d common (3-1/2″ × 0.162″) lap splice12 - 3″ × 0.131″ nails12 - 3″ 14 gage staples
11. Blocking between joists or rafters to topplate
3 - 8d common (2-1/2″ × 0.131″) toenail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
12. Rim joist to top plate 8d (2-1/2″ × 0.131″) at 6″ o.c. toenail3″ × 0.131″ nail at 6″ o.c.3″ 14 gage staple at 6″ o.c.
13. Top plates, laps and intersections 2 - 16d common (3-1/2″ × 0.162″) face nail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
14. Continuous header, two pieces 16d common (3-1/2″ × 0.162″) 16″ o.c. along edge15. Ceiling joists to plate 3 - 8d common (2-1/2″ × 0.131″) toenail
5 - 3″ × 0.131″ nails5 - 3″ 14 gage staples
16. Continuous header to stud 4 - 8d common (2-1/2″ × 0.131″) toenail17. Ceiling joists, laps over partitions(see Section 2308.10.4.1, Table 2308.10.4.1)
3 - 16d common (3-1/2″ × 0.162″) min., face nailTable 2308.10.4.14 - 3″ × 0.131″ nails4 - 3″ 14 gage staples
18. Ceiling joists to parallel rafters(see Section 2308.10.4.1, Table 2308.10.4.1 )
3 - 16d common (3-1/2″ × 0.162″) minimum, face nailTable 2308.10.4.14 - 3″ × 0.131″ nails4 - 3″ 14 gage staples
19. Rafter to plate(see Section 2308.10.1, Table 2308.10.1 )
3 - 8d common (2-1/2″ × 0.131″) toenail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
CONNECTION FASTENING (a), (m) LOCATION 20. 1″ diagonal brace to each stud and plate 2 - 8d common (2-1/2″ × 0.131″) face nail
2 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
21. 1″ × 8″ sheathing to each bearing 3 - 8d common (2-1/2″ × 0.131″) face nail22. Wider than 1″ × 8″ sheathing to each bearing 3 - 8d common (2-1/2″ × 0.131″) face nail23. Built-up corner studs 16d common (3-1/2″ × 0.162″) 24″ o.c.
3″ × 0.131″ nails 16″ o.c.3″ 14 gage staples 16″ o.c.
24. Built-up girder and beams 20d common (4″ × 0.192″) 32″ o.c. face nail at top and bottom staggered on opposite sides3″ × 0.131″ nail at 24″ o.c.3″ 14 gage staple at 24″ o.c.2 - 20d common (4″ × 0.192″) face nail at ends and at each splice3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
25. 2″ planks 16d common (3-1/2″ × 0.162″) at each bearing26. Collar tie to rafter 3 - 10d common (3″ × 0.148″) face nail
4 - 3″ × 0.131″ nails4 - 3″ 14 gage staples
27. Jack rafter to hip 3 - 10d common (3″ × 0.148″) toenail4 - 3″ × 0.131″ nails4 - 3″ 14 gage staples2 - 16d common (3-1/2″ × 0.162″) face nail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
28. Roof rafter to 2-by ridge beam 2 - 16d common (3-1/2″ × 0.162″) toenail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples2 -16d common (3-1/2″ × 0.162″) face nail3 - 3″ × 0.131″ nails3 - 3″ 14 gage staples
29. Joist to band joist 3 - 16d common (3-1/2″ × 0.162″) face nail4 - 3″ × 0.131″ nails4 - 3″ 14 gage staples
30. Ledger strip 3 - 16d common (3-1/2″ × 0.162″ ) face nail at each joist4 - 3″ × 0.131″ nails4 - 3″ 14 gage staples
31. Wood structural panels and particleboard (b)Subfloor, roof and wall sheathing (to framing)
Single floor (combination subfloor-underlayment toframing)
1/2″ and less 6d (c), 1 2-3/8″ × 0.113″ nail (n)
1-3/4″ 16 gage (o) 19/32″ to3/4″ 8d (d) or 6d (e)
2-3/8″ × 0.113″ nail (p) 2″ 16 gage staple (p)
7/8″ to 1″ 8d (c) 11/8″ to 11/4″ 10d (d) or 8d (e) 3/4″ and less 6d (e)7/8″ to 1″ 8d (e) 11/8″ to 11/4″ 10d (d) or 8d (e)
32. Panel siding (to framing) 1/2″ or less 6d (f) 5/8″ 8d (f)
33. Fiberboard sheathing (g) 1/2″ No. 11 gage roofing nail (h) 6d common nail (2″ × 0.113″ )No. 16 gage staple (i)
25/32″ No. 11 gage roofing nail (h) 8d common nail (2-1/2″ × 0.131″ )No. 16 gage staple (i)
34. Interior paneling 1/4″ 4d (j) 3/8″ 6d (k)
FASTENING SCHEDULE
i. Corrosion-resistant staples with nominal 7/16-inch crown or 1-inch crown and 1-1/4-inch length for 1/2-inch sheathing and 1-inch lengthfor 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwisemarked).
j. Casing (1-1/2" × 0.080") or finish (1-1/2" × 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports.k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.l. For roof sheathing applications, 8d nails (21/2" × 0.113") are the minimum required for wood structural panels.
m. Staples shall have a minimum crown width of 7/16 inch.n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center
at edges, 6 inches at intermediate supports for roof sheathing.p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
a. Common or box nails are permitted to be used except where otherwise stated.b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or
more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathingare permitted to be common, box or casing.
c. Common or deformed shank (6d - 2" × 0.113"; 8d - 21/2" × 0.131"; 10d - 3" × 0.148").d. Common (6d - 2" × 0.113"; 8d - 21/2" × 0.131"; 10d - 3" × 0.148").e. Deformed shank (6d - 2" × 0.113"; 8d - 21/2" × 0.131"; 10d - 3" × 0.148").f. Corrosion-resistant siding (6d - 17/8" × 0.106"; 8d - 23/8" × 0.128") or casing (6d - 2" × 0.099"; 8d - 21/2" × 0.113") nail.g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural
sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructuralapplications.
h. Corrosion-resistant roofing nails with 7/16-inch-diameter head and 1-1/2-inch length for 1/2-inch sheathing and 1-3/4-inch length for 25/32-inch sheathing.
SHEET:
IF D
RAW
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S A
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TH
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ARE T
O B
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ON
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TH
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RAW
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S A
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LY T
O B
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FO
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PECIF
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. I
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SCALE:
SH
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T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
8
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
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mm
1/4" = 1'
Legend &
Naili
ng S
chedule
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
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kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
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ght
© C
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on C
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Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
UP
2'-4"6'-3"
3'-6"2'
D.01D.01
B1 = (2) 2X10B2 = (3) 2X10B3 = (3) 1-3/4"X9-1/2" LVLB4 = NOT USEDB5 = (3) 1-3/4"X14" LVLB6 = (2) 2X8B7 = PRE-ENGINEERED TRUSSES DESIGNED BY MANUFACTURERB8 = (2) 1-3/4"X7-1/4" LVLB9 = 11-7/8" TJI 210 @ 16" O.C.B10 = (1) 1-3/4"X11-7/8" LVLB11 = 3-1/2"X13-1/2" GLULAMB12 = 2X10 @ 16" O.C.B13 = 2X6 FLOOR AND ROOF JOIST @ 24" O.C. ATTACHED TO GIRDER TRUSS WITH SIMPSON LU26
B6B6
B6B6B6B6
B6B6
B6B6
B8B8C2C2 C2C2
B9B9
D.05D.05
D.05D.05
D.05D.05
D.05D.05
D.05D.05
B6B6 B6B6
B6B6B10B10
B11B11
B12B12
SIMPSON LUS28TYPICAL
SIMPSON LUS28TYPICAL
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 8" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
C9C9 C9C9
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
C1 (2) 2X4C2 (3) 2X4C3 (4) 2X4C4 (5) 2X4C5 (2) 2X6C6 (3) 2X6C7 (4) 2X6C8 (5) 2X6C9 4X4
C10 6X6C11 8X8
B1 = (2) 2X10B2 = (3) 2X10B3 = (3) 1-3/4"X9-1/2" LVLB4 = NOT USEDB5 = (3) 1-3/4"X14" LVLB6 = (2) 2X8B7 = PRE-ENGINEERED TRUSSES DESIGNED BY MANUFACTURERB8 = (2) 1-3/4"X7-1/4" LVLB9 = 11-7/8" TJI 210 @ 16" O.C.B10 = (1) 1-3/4"X11-7/8" LVLB11 = 3-1/2"X13-1/2" GLULAMB12 = 2X10 @ 16" O.C.B13 = 2X6 FLOOR AND ROOF JOIST @ 24" O.C. ATTACHED TO GIRDER TRUSS WITH SIMPSON LU26
SIMPSON LUS28TYPICAL
SIMPSON LUS28TYPICAL
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 8" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
B1 = (2) 2X10B2 = (3) 2X10B3 = (3) 1-3/4"X9-1/2" LVLB4 = NOT USEDB5 = (3) 1-3/4"X14" LVLB6 = (2) 2X8B7 = PRE-ENGINEERED TRUSSES DESIGNED BY MANUFACTURERB8 = (2) 1-3/4"X7-1/4" LVLB9 = 11-7/8" TJI 210 @ 16" O.C.B10 = (1) 1-3/4"X11-7/8" LVLB11 = 3-1/2"X13-1/2" GLULAMB12 = 2X10 @ 16" O.C.B13 = 2X6 FLOOR AND ROOF JOIST @ 24" O.C. ATTACHED TO GIRDER TRUSS WITH SIMPSON LU26
SIMPSON LUS28TYPICAL
SIMPSON LUS28TYPICAL
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 8" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
9
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
Flo
or
Fra
min
g P
lans
MAIN FLOOR FRAMING PLAN
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
C1 (2) 2X4C2 (3) 2X4C3 (4) 2X4C4 (5) 2X4C5 (2) 2X6C6 (3) 2X6C7 (4) 2X6C8 (5) 2X6C9 4X4
C10 6X6C11 8X8
B1 = (2) 2X10B2 = (3) 2X10B3 = (3) 1-3/4"X9-1/2" LVLB4 = NOT USEDB5 = (3) 1-3/4"X14" LVLB6 = (2) 2X8B7 = PRE-ENGINEERED TRUSSES DESIGNED BY MANUFACTURERB8 = (2) 1-3/4"X7-1/4" LVLB9 = 11-7/8" TJI 210 @ 16" O.C.B10 = (1) 1-3/4"X11-7/8" LVLB11 = 3-1/2"X13-1/2" GLULAMB12 = 2X10 @ 16" O.C.B13 = 2X6 FLOOR AND ROOF JOIST @ 24" O.C. ATTACHED TO GIRDER TRUSS WITH SIMPSON LU26
SIMPSON LUS28TYPICAL
SIMPSON LUS28TYPICAL
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 8" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
2X10 LEDGER BOARD ATTACHEDTO RIM BOARD WITH 1/2' DIA.LAG BOLTS AT 32" O.C.
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
USE SIMPSON BC4FOR BEAM TO POSTCONNECTION
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
10
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
Roof
Fra
min
g P
lan
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
ROOF FRAMING PLAN
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
DN
UP
UP
LIVING AREA IN TRUSSESDESIGNED BY TRUSS MANUFACTURER
BOXED TRAY CEILING
BOXED TRAY CEILING
AC
D.06D.06
C6C6
D.01D.01D.06D.06
B1B1B1B1
B1B1
B1B1B1B1
B1B1
B3B3
B2B2
B1B1
C6C6
C6C6
B1B1
B1B1B1B1B2B2
B1B1
B1B1B1B1
B1B1B1B1
B7B7
C6C6
C9C9C9C9
D.10
D.10
D.10
D.10
B1B1
B1B1
B1B1
B1B1
B1B1
B1B1C6C6
B1B1B1B1
C9C9C9C9
B5B5
C6C6
C6C6
C6C6C6C6
C6C6
C6C6
C6C6
C6C6C6C6
C6C6
USE SIMPSON BCFOR BEAM TO POSTCONNECTION
USE SIMPSON BCFOR BEAM TO POSTCONNECTION
B13B13
GIRDER TRUSS DESIGNED BY TRUSS MANUFACTURER
GIRDER TRUSS DESIGNED BY TRUSS MANUFACTURER
20050
Main floor = 1865 sfFoundation = 1881 sfBasement = 1643 sf
Basement finished = 1576 sfPorch = 62 sf
Garage = 1054 sfLoft = 396 sf
151.
42'
S0°
18'
20"
W
106'S89° 41' 40"E
151.
42'
N0°
18'
20"
E
106'S89° 41' 40"E
N
DN
D.01D.01
KIDS DOOR
KIDS WINDOW KIDS ROOF
35'30
'
10'
10'
25'
18'
64'-1
"
78'
30'
57'-4
" 10'
18' Tate Home (L9 B2 D4 Sand Pointe)1864 Beach Park DriveIdaho Falls, Idaho 83404
Beach Park Dr.
DRIVEWAY
6" PROPERTY SPACE
CURB & GUTTER
5.5' PLANTER
5' SIDE WALK
SHEET:
IF D
RAW
ING
S A
RE N
OT S
TAM
PED
AN
D S
IGN
ED
TH
EY
ARE T
O B
E C
ON
SID
ERED
PRELI
MIN
ARY N
OT F
OR
CO
NSTR
UCTIO
N O
R P
ERM
IT.
TH
ESE D
RAW
ING
S A
RE
ON
LY T
O B
E U
SED
FO
R T
HE L
OC
ATIO
N S
PECIF
IED
. I
F
SU
BM
ITTED
FO
R A
NY O
TH
ER
LO
CATIO
N P
LEASE
CO
NTAC
T C
RO
OKSTO
N C
USTO
M D
ESIG
NS.
SCALE:
SH
EE
T T
ITLE
:
PR
OJE
CT
DE
SC
RIP
TIO
N:
NO
.
Ph
one:
(43
5)
757
-290
6F
ax:
(86
6) 8
01-0
230
DR
AW
ING
S P
RO
VID
ED
BY:
Professional StampFor Structural Design
Only
8/26/2020
11
Tate
Hom
e (
L9 B
2 D
4 S
and P
oin
te)
1864 B
each
Park
Dri
ve
Idaho F
alls
, Id
aho 8
3404
DA
TE
BY
DE
SC
RIP
TIO
N
1306
Eas
t 25
00 N
orth
Nor
th L
ogan
, U
tah
843
41
JOB #
Cro
ok
sto
n C
ust
om
Des
ign
s1
BJC
Const
ruct
ion S
et
8/4
/2020
wwww
ww..CC
rroooo
kksstt
oonn
DDeessii
ggnn
ss..ccoo
mm
1/4" = 1'
Plo
t Pla
n
Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options andpossible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations.
2BJC
Const
ruct
ion S
et
8/1
1/2
020
3BJC
Const
ruct
ion S
et
8/1
4/2
020
4BJC
Const
ruct
ion S
et
8/2
4/2
020
5BJC
Const
ruct
ion S
et
8/2
6/2
020
copyright © Crookston Custom Designs 8/26/2020
copyright © Crookston Custom Designs 8/26/2020
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20
cop
yri
ght
© C
roo
kst
on C
ust
om
Des
ign
s 8
/26
/20
20