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2023-5-3 Clayton 11x17
23012 Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 1 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' °SECTION 1 I.DRAWINGS ARE PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS STRUCTURAL 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 PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. III.THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. IV.CONTRACTOR TO SUBMIT A REQUEST TO ENGINEER/ARCHITECT FOR ANY SUBSTITUTION OF MATERIALS OR PRODUCTS SPECIFIED ON THE DRAWINGS. V.STRUCTURAL DESIGN PER 2018 INTERNATIONAL BUILDING CODE. VI.ALL CONSTRUCTION TO CONFORM TO 2018 IBC. VII.THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE. VIII.THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR THE USE IN THE CONSTRUCTION OF A PROPOSED BUILDING TO WHICH THESE NOTES ARE ATTACHED. THE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. °SECTION 2 I.ROOF LOADING: PITCHED ROOF: LIVE LOAD (SNOW):35 PSF DEAD LOAD:15 PSF TOTAL LOAD 50 PSF II.FLOOR LOADING: LIVE LOAD:40 PSF DEAD 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 PCF E.F.P. ACTIVE LATERAL EARTH PRESSURE IBC TABLE 1804.2 CLASS 4 MATERIAL(S) °SECTION 3 - CONCRETE I.GENERAL REQUIREMENTS STRUCTURAL CONCRETE FOR FOOTING SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. CONCRETE FOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AND A MAXIMUM WATER CEMENT RATIO OF 0.5. ALL OTHER CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. MINIMUM CEMENT CONTENT SHALL BE 5 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. PROTECT ALL CONCRETE FROM FREEZING TEMPERATURES. REFER TO DRAWING FOR DIMENSIONS OF CONCRETE MEMBERS AND SIZE AND LOCATION OF 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 PER ASTM 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 MAIN FLOOR IS FRAMED AND SHEATHED AND CONCRETE HAS CURED A A MINIMUM OF 7 DAYS. USE HAND OPERATED COMPACTION EQUIPMENT ADJACENT 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 AND LARGER, GRADE 40 FOR #3 & #4 BARS. ALL REBAR LAPPED 30 TIMES DIAMETER, REBAR AT FOOTINGS TO HAVE 3" CLEAR COVER OF CONCRETE (U.N.O. ON DRAWINGS). PROVIDE CORNER BARS WITH 18" LEGS AT THE CORNERS OF ALL WALLS AND FOOTINGS, SIZE AND PLACEMENT TO MATCH 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 AT SHEARWALLS). BOLTS TO BE WITHIN 1'-0" OF ENDS OF SILL PLATES (COORDINATE WITH GENERAL CONTRACTOR). MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE. ALL POSTS SUPPORTED BY ISOLATED FOOTINGS TO HAVE POST ANCHORS UNLESS BRACED IN STUD WALLS. REFER TO DRAWINGS FOR HOLDDOWN REQUIREMENTS. INSTALL REQUIRED EMBEDDED ITEMS PER MANUFACTURER'S CATALOG TO ENGAGE HOLDDOWNS. I.CONSTRUCTION AND CRACK CONTROL JOINTS ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS AND OTHER FOREIGN MATERIAL PRIOR TO PLACING ADJACENT CONCRETE. CRACK CONTROL JOINTS IN SLABS SHALL HAVE A MAXIMUM SPACING OF 15'-0" IN BOTH DIRECTIONS. THE CONTRACTOR SHALL SUBMIT THE DETAILS AND PROPOSED LOCATIONS OF CONSTRUCTION JOINTS AND CRACK 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 FOR ALL 2 INCH AND 4 INCH NOMINAL LUMBER AND DF-L NO. 1 OR BETTER FOR 6 INCH NOMINAL AND LARGER STRUCTURAL MEMBERS (U.N.O.) B.WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE MILD STEEL PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD. C.ALL FRAMING DETAILS SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE 2006 EDITION, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL FRAMING NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE IBC UNLESS OTHERWISE SHOWN. PROVIDE STEEL STRAPS AT PIPES IN STUD WALLS AS REQUIRED BY IBC CHAPTER 23. PLUMBING AND ELECTRICAL RUNS IN STUD WALLS SHALL CONFORM TO CHAPTER 23. BOLTS SHALL BE STANDARD MACHINE BOLTS (A307). ALL NAILS SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. IF PNEUMATIC NAILERS ARE TO BE USED, CONTRACTOR MUST SUBMIT A SCHEDULE OF NAILS DESIRED AS SUBSTITUTION TO THE ARCHITECT OR ENGINEER FOR REVIEW. A CHANGE IN THE NUMBER OF NAILS OR A CLOSER NAIL SPACING MAY BE REQUIRED. D.METAL HANGERS AND CONNECTORS SHALL BE FULLY NAILED OR BOLTED UNLESS OTHERWISE NOTED ON THE DRAWINGS. METAL HANGERS OR CONNECTORS SHOWN ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON COMPANY. METAL HANGERS OR CONNECTORS BY OTHER MANUFACTURES MAY BE CONSIDERED 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 VERTICAL BLOCKING IN FLOOR SPACE TO MATCH STUD BUNDLE OR SOLID COLUMN ABOVE AND BELOW. VERTICAL BLOCKING AT WOOD "I" JOISTS SHALL BE 1/16" LONGER THAN JOIST IS DEEP. MINIMUM POST TO BE TWO 2x STUDS BEARING AT EACH END OF HEADER U.N.O. FOR BEAMS FRAMING PERPENDICULAR TO BEARING WALLS PROVIDE FULL WIDTH BEAM POCKET WITH FILLER AS REQUIRED AND KING STUD BOTH SIDES. STITCH STUD BUNDLES TOGETHER WITH 16d COMMON @ 18" o.c. MAXIMUM (U.N.O.) WHERE FLOOR BEAMS ARE FRAMED FLUSH WITHIN FLOOR AND TOP FLANGE HANGERS ARE SPECIFIED, BEAMS ARE TO BE BLOCKED UP TO JOIST HEIGHT WITH FULL WIDTH DF-L SPACER AS REQUIRED. II.STRUCTURAL GLUED-LAMINATED TIMBER ALL GLUED-LAMINATED TIMBER SHALL BE COMBINATION 24F-V4 FOR SIMPLY SUPPORTED BEAMS, COMBINATION 24F-V8 FOR BEAMS CONTINUOUS OVER SUPPORTS, AND COMBINATION L2 FOR COLUMNS (U.N.O.) FABRICATION TO BE IN ACCORDANCE WITH AITC 117. PROVIDE WET-USE ADHESIVES. MAXIMUM MOISTURE CONTENT SHALL BE 15%. PROVIDE MILD STEEL PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD. WOOD BEARING ON OR WITHIN 1" OF MASONRY OR CONCRETE SHALL BE TREATED WITH 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 CORPORATION SHALL BE DESIGNED AND CERTIFIED BY MANUFACTURER TO SUPPORT LOADINGS AS SHOWN ON THE DRAWINGS. SUBSTITUTION OF PRODUCTS BY OTHER MANUFACTURERS REQUIRES APPROVAL OF ENGINEER OF RECORD. JOISTS SHALL BE ERECTED, INSTALLED, AND BRACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IV.LAMINATED VENEER LUMBER (LVL) PRODUCTS SPECIFIED HEREIN AS ML OR M=L AND PL SHALL CONFORM TO THE PERFORMANCE CRITERIA OF LVL AND PSL PRODUCTS AS MANUFACTURED BY 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 ON UNDISTURBED SOIL. VAPOR BARRIER UNDER SLAB ON GRADE, IF REQUIRED, PLACED ON COMPACTED GRAVEL WITH 1" OF DAMP SAND BETWEEN POLYETHYLENE VAPOR BARRIER AND CONCRETE. K.EMBEDDED ITEMS FOR HD TYPE HOLDDOWNS TO BE ASTM A307 HEX HEADED BOLT IN THE DIAMETER AS SPECIFIED BY THE MANUFACTURER FOR 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 PASS UNINTERRUPTED ALONGSIDE HOLDDOWN AS APPLICABLE. COUPLER NUTS MAY BE USED TO EXTEND THE HOLDDOWN ANCHOR THROUGH THE FLOOR PLATE TO THE SHEAR WALL CHORD. III.°EPOXY ANCHORS EPOXY GROUTED ANCHORS, IF USED, SHALL CONFORM TO HILTI HIT OR HILTI HVA EPOXY SYSTEM OR ENGINEER APPROVED EQUIVALENT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. WIRE BRUSH AND BLOW 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 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. GROUT SHALL BE A PEA GRAVEL CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH OF 2000 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" CMU AT FIREPLACES TO BE SOLID GROUTED. MAXIMUM HEIGHT FOR GROUT LIFTS TO BE 4'-0" UNLESS CLEAN OUTS ARE USED. C.MASONRY WALLS TO BE LAID IN RUNNING BOND. REINFORCE THE WALLS HORIZONTALLY WITH (2) #4 BAR IN AN 8" HIGH BOND BEAM AT EACH FLOOR AND ROOF LEVEL, AT THE TOP AND BOTTOM OF WALLS, AND @ 4'-0" o.c. (MAX) BETWEEN. REINFORCE THE WALLS VERTICALLY WITH (1) #5 @ 4'-0" o.c. (MAX) FOR FULL HEIGHT OF THE WALL, PLUS ONE #5 VERTICAL AT EACH JAMB, CORNER AND DISCONTINUOUS END (U.N.O. ON DRAWINGS). LAP REINFORCEMENT 40 BAR DIAMETERS AT SPLICES. REFER TO DRAWINGS FOR LINTEL DETAILS AT FIREPLACES. D.PROVIDE DOWELS WITH STANDARD HOOKS BETWEEN FOUNDATIONS AND ALL CMU, DOWELS DRILLED AFTER THE FACT ARE NOT ACCEPTABLE UNLESS APPROVED BY THE ENGINEER. SIZE AND SPACING OF DOWELS TO MATCH VERTICAL REINFORCEMENT OF CMU. DOWELS TO PROJECT A 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 BE NOT LESS THAN 9 GA. GALVANIZED WIRE OR 22 GA. BY 1" GALVANIZED SHEET METAL. ANCHOR TIES SHALL BE SPACED NOT MORE THAN 24" o.c. AND SUPPORT NO MORE THAN 2 SQ. FEET OF VENEER. TIES SHALL BE PROVIDED TO HORIZONTAL JOINT REINFORCEMENT WIRE OF 9 GA. OR EQUIVALENT. JOINT REINFORCEMENT TO BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES. V.WOOD SHEATHING A.ALL WOOD SHEATHING SHALL BE APA RATED EXPOSURE 1 PLYWOOD OR OSB WITH THICKNESS, VENEER GRADES AND SPAN RATING AS NOTED HEREIN OR ON DRAWINGS, ROOF SHEATHING 7/16" WITH MINIMUM (24/16) SPAN RATING. FLOOR SHEATHING 3/4" T&G APA SPAN RATED TO 24". EXTERIOR WALL AND SHEAR WALL SHEATHING 7/16" WITH MINIMUM (24/0) SPAN RATING. B.ROOF AND FLOOR SHEATHING TO BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0" INSTALL ROOF SHEATHING WITH _" SPACE AT ALL PANEL EDGES. NAIL ROOF SHEATHING WITH 8d @ 6" o.c. AT SUPPORTED PANEL AND 12" o.c. AT INTERMEDIATE FRAMING, FLOOR SHEATHING WITH 10d @ 6" o.c. AT SUPPORTED PANEL EDGES AND 10" o.c. FIELD, U.N.O. HOLES ARE 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, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING MEMBERS SHALL BE 3" (NOMINAL) WIDE AND NAILS ON EACH SIDE SHALL BE STAGGERED. B.ALLOWABLE SHEAR VALUES IN SHEARWALL TABLE ARE FOR DOUGLAS FIR FRAMING MEMBERS (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 MATERIALS DESIGNED 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 AND OVER-FRAMES. SHOP DRAWINGS, DETAILS AND DESIGN CALCULATIONS OF TRUSSED ROOF SYSTEM MUST BE STAMPED BY A LICENSED CIVIL ENGINEER AND SUBMITTED 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 OR RECTANGULAR STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B (FY=46KSI). ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". SHOP DRAWINGS SHALL BE SUBMITTED FOR THE OWNER'S REPRESENTATIVES REVIEW BEFORE COMMENCING FABRICATION. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY STRUCTURAL WELDING CODE, AWS D1.1. ALL FIELD WELDING TO BE ACCOMPLISHED BY AWS CERTIFIED WELDERS. ALL STEEL ANCHORS, TIES AND OTHER MEMBERS TO BE EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL MACHINE BOLTS SHALL BE ASTM A307 U.N.O. AND SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF LOCKING NUTS. ALL NUTS, BOLTS, WASHERS AND MISC. STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. °SECTION 7 - JOB SAFETY THE ENGINEER HAS NOT BEEN RETAINED NOR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK, OR OCCUPANCY BY ANY PERSON. Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Page Table Number Title 1 Cover Page 2 Main Floor Plan 3 Foundation Plan 4 Basement Floor Plan 5 Front & Right Elevations 6 Back & Left Elevations 7 Sections & Details 8 Ledgend & Nailing Schedule 9 Framing Plans 10 Plot Plan Cover Page 1" = 50' copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 DN DW REF. 4050SH 30682567 4050SH 6068 3050SH 3050SH 3050SH 3050SH 3068 4068 4040LS 16080 2468 5050LS 1068FX 5130FX 30681068FX 2668 2668 1626 2468 2668 2668 2868 2468 2468 5068 74111 4050SH4050SH 9080 3068 4040LS UP SHEAR WALL SCHEDULE SPACING FIELD NAIL SPACING EDGE NAIL TYPE 6"12" 12"4" 12" 3"12" 2" NOTES: 1) SHEETING NAILS ARE TO BE 8d COMMON NAILS 2) ALL PANEL EDGES ARE TO HAVE BLOCKING WITH EDGE NAILING 3) 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" WALLS 5) 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 SPACING FIELD STAPLE SPACING EDGE STAPLE 3"12" 12"2" NOT PERMITTED NOT PERMITTED NOT PERMITTED NOT PERMITTED SD CO/SD SD SD RR R R 39" 5'-0" 9'-0"5'-0" 6'-0"14'-0"14'-0" 21'-6" 3'-0" 64'-0" 14'-0"50'-0" 9'-6"9'-6"3'-6"3'-6"3'-6"6'-6"7'-0"7'-0" 2'-0" 54'-0" 21'-0" 26'-0" 6'-0" 1'-0" 13'-0" 13'-0" 6'-0" 10'-0" 54'-0" 14'-4" 9'-4" 6'-8" 2'-4" 11'-4" 2'-0" 8'-0" 2'-6" 6'-10" 64'-0" 10'-0"10'-0"10'-0"22'-0"12'-0" 5'-0"5'-0"5'-0"5'-0"1'-4"7'-4"1'-4"22'-0"6'-0"6'-0" 4'-1 1/2" 3'-5" 6'-2" 6'-2 1/2" 10'-9" 8'-3" 2'-4" 9'-5"4'-1 1/2" 3'-0"3'-11 1/2" 3'-8" 3'-4" 2'-0" 5'-0" 6'-0" 5'-0" 8'-2 1/2" 6'-0" 6'-6" 3'-2" 2'-7" 2'-0" 5'-0" 25'-2 1/2" 4'-0 1/2" 8'-0" 4'-0" 10'-9"15'-5" 6'-6"9'6'-6" 10'-6" 10'-6" 6'-1" 5'-9" 3'-2 1/2" 9'-6 1/2" 4'-1 1/2"1'-4" 3'-3" 14'-6" 3'-4" 5'-0 1/2" 8'-1" 4'-1 1/2" 9'-0 1/2" 6'-4 1/2" 13'-7" 2'-0 1/2" 9'-8 1/2" 5'-9 1/2"7'-0" 5'-11" 21'-4" X 25'-2" 10'-8" X 18'-0" 9'-8" X 18'-0" 9'-8" X 10'-10" 9'-0" X 14'-5" 13'-0" X 13'-6" 1804 SQ FT 3'-4" X 10'-3" 9'-9" X 5'-3" GARAGE OPEN BELOW PORCH DINING KITCHEN BEDROOM BEDROOM DD BBBB H2H2 H1 = SIMPSON STHD10 OR STHD10RJ AT RIM JOIST H2 = SIMPSON STHD14 OR STHD14RJ AT RIM JOIST H3 = SIMPSON MSTC40 BETWEEN FLOOR STRAP H2H2 12' CEILING HEIGHT ON PORCH D.01D.01 H2H2 H2H2 H1H1 H1H1 DD 3/12 VAULT 12' CEILING OFFICE D.09D.09 SQUARE OPENING LIVING AREA 3/12 VAULT H1H1 8'X10' LANDING WITH STEPS AS REQUIRED LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING CARPET FLOORING CARPET FLOORING CARPET FLOORING CARPET FLOORING CARPET FLOORING ACAC BB BB H1H1 H1H1 AAAA 11 NOTE SCHEDULE PULLOUT GARBAGE DRAWER FARMHOUSE SINK BLACK GARAGE DOORS 4'X2' WORKSTATION NO GRANITE SQUARE FIRE PLACE INSERT WITH HEARTH & MANTEL (HEARTH 12"X15") HIGH TV OUTLET TEMPERED OBSCURE GLASS SHIPLAP & BENCH BY KVO HIDDEN PANTRY DOOR DOOR WITH BUILT IN BLINDS MICROWAVE IN UPPER CABINET SQUARE OPENING ALIGN OPENINGS 3'X3' LANDING WITH STEPS AS REQUIRED GAS LINE TO STOVE CUSTOM WOOD RANGE HOOD FROM KVO FREEZER OUTLET HORIZONTAL SHIPLAP ON FIREPLACE RETURN WALL 3' SIDEWALK PASS THROUGH DOOR 6' WAINSCOT SHIPLAP THIS WALL 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 1717 1818 1919 2020 2121 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 1717 1818 1919 2020 2121 22 33 33 44 55 66 77 88 CARPET LINE CARPET LINE 99 1010 1111 1212 1313 1414 1515 1616 1717 1818 1818 1919 2020 2121 H1H1 H1H1 H1H1 H1H1 H1H1 AA AA AA Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 2 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' MAIN FLOOR PLAN Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Main Floor Plan copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 S S SS SS 2868 4040LS 3068 4040LS 26683068 4040LS 4040LS UP 25'-8" 3'-3" 2'-9" 21'-6" 4'-8" 3'-10 3/4" 14'-2"4'-8"24'-11"6'-3" 18'-2 1/4" 24'-11 3/4" 43'-2" 12'-2" 6'-0" 64'-0" 14'-0"50'-0" 25'-4"24'-8" 53'-2" 21'-0" 26'-2" 6'-0" 10'-0" 53'-2" 8'-1" 19'-2" 15'-11" 64'-0" 30'-0"22'-0"12'-0" 6'-0"14'-0"14'-0" 6'-0" 18'-11 3/4" 36'-3 3/4" 18'-2 1/4" 9'-3 3/4" 19'-4"10'-8" 2'-10"4'-4"2'-8"10'-2" 11'-6 3/4" 7'-5" 2'-6" 9'-8" 6'-3"31'-2"35'-10"50'-0" 20'-3 1/4" 26'-1 1/4"23'-10 3/4" 10'-2"12'-10"17'-2"20'-0"6'-10 1/4" 3'-6"5'-6"14'-0" 6'-0"6'-0" 10'-8" 10'-4" F2F2 F2F2 F2F2 F1 = 1'-8"X8" CONTINUOUS FOOTING WITH (2) #4 BARS F2 = 1'-4"X8" CONTINUOUS FOOTING WITH (2) #4 BARS F1F1 F2F2 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F2F2 F1F1 D.02D.02 D.03D.03 D.02D.02 8' FOUNDATION WALLS D.01D.01 D.01D.01 D.01D.01 UNFINISHED BASEMENT 16080 9080 3068 H2H2 H1 = SIMPSON STHD10 OR STHD10RJ AT RIM JOIST H2 = SIMPSON STHD14 OR STHD14RJ AT RIM JOIST H3 = SIMPSON MSTC40 BETWEEN FLOOR STRAP H2H2H2H2 H2H2 H1H1 H1H1H1H1 H1H1 H1H1 H1H1 H1H1 H1H1 H1H1 H1H1 Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 3 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' FOUNDATION PLAN Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Foundation Plan copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf WH 2868 2868 6068 4040LS 3068 28682468 6068 2868 4068 4068 4040LS 26683068 4040LS 4040LS UP CO/SD SD SD SD CO/SD 8'-11" 15'-11" 6'-0"6'-0" 20'-0"10'-0"22'-0"12'-0" 64'-0" 8'-1" 7'-11" 16'-0" 2'-4" 24'-10" 43'-2" 10'-0" 2'-9" 3'-3" 21'-0" 26'-2" 6'-0" 53'-2" 7'-7"5'-10" 12'-5"5'-4"13'-5"2'-4"16'-6" 50'-0"14'-0" 26'-2" 6'-0"14'-0"2'-0"12'-0" 15'-10" 17'-0" 13'-2" 2'-0 1/2"13'-1 1/2"5'-0 1/2"11'-5 1/2" 14'-8" 2'-0 1/2" 8'-1 1/2" 3'-6 1/2" 6'-0 1/2" 6'-0" 2'-6" 1'-10"16'-5 1/2" 2'-0 1/2" 8'-4 1/2" 2'-0 1/2" 7'-3 1/2" 5'-0"9'-0" 10'-4" 10'-8" 17'-10" 3'-6 1/2" 7'-2" 5'-7 1/2" 20'-8" X 25'-0" 24'-11" X 17'-9" 11'-1" X 14'-8" 17'-11" X 5'-8" 13'-1" X 13'-2"15'-5" X 14'-8" GARAGE BEDROOM 2 STEPS OPEN FAMILY D.03D.03 8' FOUNDATION WALLS BEDROOM D.01D.01 D.01D.01 D.01D.01 UNFINISHED BASEMENT 16080 9080 3068 2" ROCK LEDGE 2" ROCK LEDGE 2" ROCK LEDGE 2" ROCK LEDGE CLOSET TILE FLOORING BEDROOM H2H2 H1 = SIMPSON STHD10 OR STHD10RJ AT RIM JOIST H2 = SIMPSON STHD14 OR STHD14RJ AT RIM JOIST H3 = SIMPSON MSTC40 BETWEEN FLOOR STRAP H2H2H2H2 H2H2 H1H1 H1H1H1H1 H1H1 H1H1 H1H1 H1H1 H1H1 H1H1 H1H1 SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 4 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Basement Floor Plan Basement Floor Plan copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 6 12 8 12 8 12 8 12 8 12 8 12 8 12 Top of Footing -9'-2 1/8" Top of Subfloor - Foundation -8'-10 1/8"4" Top of Foundation -1'-2 1/8" 7'-8" Top of Subfloor - 1st Floor 0'-0" 1'-2 1/8" Grade Level 0'-0" Header 6'-8" 6'-8" Rough Ceiling - 1st Floor 8'-1 1/8"1'-5 1/8" Ridge 18'-6 3/4" 10'-5 5/8" SIDING SYNTHETIC ROCK SIDING 42" WAINSCOT SHAKE SIDING SHAKE SIDING BLACK WINDOWS IN FRONT BLACK GARAGE DOOR SIDING SYNTHETIC ROCK SIDING 72" WAINSCOT Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 5 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' FRONT ELEVATION RIGHT ELEVATION Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Front & Right Elevations copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 6 12 8 12 8 12 8 12 Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 6 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' BACK ELEVATION LEFT ELEVATION Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Back & Left Elevations copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 PORTAL FRAME SYSTEMD.08D.08 NOT TO SCALE 2X4 ATTACHED TO HEADER WITH TWO ROWS OF 16d NAILS @ 3" O.C. SIMPSON MSTC28 ON OPPOSITE SIDE AS SHEETING MIN HEADER (2) 2X12 FASTEN SHEETING TO HEADER IN 3" GRID PATTERN DIRECTLY ABOVE PIER MIN 2X4 FRAMING ATTACH SHEETING TO ALL MEMBERS WITH 8d NAILS @ 3" O.C. SIMPSON STHD14 SIMPSON MSTC28 ON OPPOSITE SIDE AS SHEETING MIN (2) 2X4 POST 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 2X4 ATTACHED TO HEADER WITH TWO ROWS OF 16d NAILS @ 3" O.C. SIMPSON MSTC28 ON OPPOSITE SIDE AS SHEETING FASTEN SHEETING TO HEADER IN 3" GRID PATTERN DIRECTLY ABOVE PIER MIN 2X4 FRAMING ATTACH SHEETING TO ALL MEMBERS WITH 8d NAILS @ 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 DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) FOOTING SEE FOUNDATION PLAN BOTTOM OF FOOTING MUST BE BELOW FROST DEPTH POST SEE FRAMING PLAN SIMPSON BASE TO MATCH POST (4) #4 "J" BARS EXTEND INTO FOUNDATION WALL 12" MIN. (6" MIN. HOOK) 10" DIA. PIER WITH (4) #4 BARS D.10D.10 NOT TO SCALE DECK PIER DETAIL 39"29" 79 " 12.0" 12.0" 12.0" 12.0" 24.0" 24.0" 9.6" 9.6" 9.6" 9.6" 19.2" 19.2" 4'-0" D.06D.06 1/2" SHEETROCK DOUBLE 2X6 TOP PLATES 2X6 STUDS @ 16" O.C. OR OPTION D.07 1/2" SHEETROCK FULL WALL BLOWN INSULATION 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 SEE FOUNDATION PLAN 4" GRAVEL 4" 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 TREATED BOTTOM PLATE 2X4 STUDS @ 16" O.C. 2X4 TOP PLATE 2X4 TREATED SEAL PLATE SILL SEAL 8" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 BARS SPACED PER SCHEDULE FIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS PER SCHEDULE #4 "J" BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12" MIN. (6" MIN. HOOK) 7/16" OSB ROOF SHEETING NAIL EDGES @ 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 H VERTICAL HORIZONTAL WIDTH HEIGHT #4 BARS 8'-0"24" O.C.24" O.C.1'-6"8"2 9'-0"18" O.C.18" O.C.2'-0"11"3 10'-0"16" O.C.18" O.C.2'-6"12"4 11'-0"10" O.C.18" O.C.3'-0"12"4 12'-0"8" O.C.18" O.C.4'-0"12"6 FOUNDATION WALL FOOTING 2x4 STUDS 2x4 STUDS D.07D.07 OPTIONAL 2X4 STAGGERED STUDS NOT TO SCALE UP TO 8'-6" TALL WALL 2X6 BOTTOM PLATE & DOUBLE 2X6 TOP PLATE 2X6 BOTTOM PLATE & DOUBLE 2X6 TOP PLATE UP TO 10'-4" TALL WALL EXTERIOR WALL AND SHEAR WALL SHEATHING MUST BE 7/16" WITH MINIMUM (24/16) SPAN RATING TO USE THIS DETAIL PROVIDE WEATHER RESISTIVE BARRIER OVER SHEETING 77 33 11 55 8' WALL WINDOW OPENINGD.04D.04 44 33 1 = DOUBLE 2X6 TOP PLATES 2 = HEADER PER FRAMING PLAN 3 = 2X6 CRIPPLE SEE FRAMING PLAN 4 = 2X6 KING STUD 5 = 2X6 6 = 2X6 @ 16" O.C. 7 = 2X6 BOTTOM PLATE 8 = (92-5/8") 2X6 STUDS @ 16" O.C. 9 = EXTERIOR SHEETING 22 44 55 88 66 AA AA AAAA 11 99 55 22 99 22 55 11 99 22 55 11 DOUBLE 2X TOP PLATES FLOOR JOIST BOUNDARY NAILING BLOCKING FLOOR SHEETING 16d NAILS @ 6" O.C. ALTERNATE SIDES BEARING WALL DETAIL D.05D.05 NOT TO SCALE GARAGE FOUNDATION DETAIL D.03D.03 NOT TO SCALE CONCRETE FOOTING PER FOUNDATION PLAN 4" CONCRETE SLAB WITH 4" GRAVEL UNDER #4 "J" BARS @ 2' O.C. EXTEND INTO FOUNDATION WALL 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. 10" LONG 1/2" Ø A 307 "J" BOLT @ 32" O.C. EMBEDDED 7" MIN. 2X TREATED SEAL PLATE SILL SEAL NUT WITH 3/16"X3"X3" PLATE WASHER & STANDARD WASHER 2X TREATED BOTTOM PLATE FOOTING SEE FOUNDATION PLAN 1/2" Ø SIMPSON TITEN HD BOLTS EMBEDED 3" MIN @ 6'-0" MAX. O.C. SPACING D.02D.02 INTERIOR FOOTING DETAIL NOT TO SCALE D.09D.09 NOT TO SCALE HIDDEN PANTRY DOOR BOUNDARY NAILING ROOF TRUSSES WITH 2X FILLER BLOCKS BETWEEN TRUSS WEBS SHEAR WALL PER PLANS 7/16" OSB SHEETING ATTACHED TO BLOCKING PER TYPE "A" WALL 2X FLAT BLOCKING 2X FLAT BLOCKING WITH 2X FILLER BLOCKS BETWEEN TRUSS WEBS BOUNDARY NAILING 7/16" OSB SHEETING ATTACHED TO BLOCKING PER TYPE "A" WALL SIMPSON H1 AT EACH TRUSS BB SHEAR WALL PER PLANS AA AA BB OVER 9-1/4" D.06D.06 TRUSS TO WALL CONNECTION OPTIONS NOT TO SCALE DOUBLE 2X6 TOP PLATES FULL HEIGHT SHAPED BLOCKING BOUNDARY NAILING 7/16" OSB ROOF SHEETING NAIL EDGES @ 6" O.C. AND FIELD NAIL @ 12" O.C. UNLESS NOTED OTHERWISE PRE-ENGINEERED ROOF TRUSSES SIMPSON H1 OR H2.5 @ EACH TRUSS *IF H2.5 IS USE A35 IS REQUIRED* 9-1/4" OR LESS 16D NAILS AT 6" O.C. OPTION 1 TRUSS HEAL HEIGHT OVER 9-1/4" A35 REQUIRED WHEN H2.5 IS USED DOUBLE 2X6 TOP PLATES 2X BLOCKING TO WITHIN 2" OF ROOF SHEETING 7/16" OSB ROOF SHEETING NAIL EDGES @ 6" O.C. AND FIELD NAIL @ 12" O.C. UNLESS NOTED OTHERWISE PRE-ENGINEERED ROOF TRUSSES SIMPSON H1 OR H2.5 @ EACH TRUSS *IF H2.5 IS USE A35 IS REQUIRED* 9-1/4" OR LESS A35 REQUIRED WHEN H2.5 IS USED OPTION 2 TRUSS HEAL HEIGHT UNDER 9-1/4" THIS OPTION MAY BE USED ON EVERY 3RD BLOCKING SPACE 2X6 BOTTOM PLATES SIMPSON HTT5 ATTACHED TO DOUBLE STUDS WITH (26) 10d X 3" FLOOR SYSTEM 5/8" DIA. THREADED ROD EMBEDED 10" MIN WITH SIMPSON SET ANCHOR SYSTEM (SEE INSTILLATION DETAILS FOR SET SYSTEM) 2X TREATED SEAL PLATE NUT WITH WASHER TO MATCH THREADED ROD PER HOLDOWN SPECIFICATIONS SPECIAL INSPECTION REQUIRED FOR EPOXY ROD INSTILLATION D.11D.11 STHD HOLDOWN OPTIONS NOT TO SCALE SIMPSON CNW5/8 2X6 BOTTOM PLATES SIMPSON HTT5 ATTACHED TO DOUBLE STUDS WITH (26) 10d X 3" FLOOR SYSTEM SIMPSON SSTB16 2X TREATED SEAL PLATE NUT WITH WASHER TO MATCH THREADED ROD PER HOLDOWN SPECIFICATIONS SIMPSON CNW5/8 5/8" DIA. THREADED ROD 2X6 BOTTOM PLATES SIMPSON HDU8-SDS2.5 ATTACHED TO DOUBLE STUDS WITH (20) 1/4 x 2 1/2 SDS FLOOR SYSTEM 7/8" DIA. THREADED ROD EMBEDED 15" MIN WITH SIMPSON SET ANCHOR SYSTEM (SEE INSTILLATION DETAILS FOR SET SYSTEM) 2X TREATED SEAL PLATE NUT WITH WASHER TO MATCH THREADED ROD PER HOLDOWN SPECIFICATIONS SPECIAL INSPECTION REQUIRED FOR EPOXY ROD INSTILLATION SIMPSON CNW7/8 2X6 BOTTOM PLATES FLOOR SYSTEM SIMPSON SSTB28 2X TREATED SEAL PLATE NUT WITH WASHER TO MATCH THREADED ROD PER HOLDOWN SPECIFICATIONS SIMPSON CNW7/8 7/8" DIA. THREADED ROD SIMPSON HDU8-SDS2.5 ATTACHED TO DOUBLE STUDS WITH (20) 1/4 x 2 1/2 SDS OPTIONS FOR STHD10 OPTIONS FOR STHD14 HEIGHT Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 7 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Sections & Details copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 WH REF. DW W??WINDOW OPENING DOOR OPENING DOUBLE SWING DOOR OPENING REFRIGERATOR LAUNDRY WASHER & DRYER DISH WASHER WALL OVEN COOK RANGE WITH OVEN DOUBLE KITCHEN SINK SINGLE UTILITY SINK BATHROOM SINK TOILET BATH TUB WITH SHOWER LARGE SOAKER TUB SHOWER WATER HEATER PEDESTAL SINK FORCED AIR FURNACE 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″ nails 3 - 3″ 14 gage staples 2. Bridging to joist 2 - 8d common (2-1/2″ × 0.131″)toenail each end 2 - 3″ × 0.131″ nails 2 - 3″ 14 gage staples 3. 1″ × 6″ subfloor or less to each joist 2 - 8d common (2-1/2″ × 0.131″)face nail 4. Wider than 1″ × 6″ subfloor to each joist 3 - 8d common (2-1/2″ × 0.131″)face nail 5. 2″ subfloor to joist or girder 2 - 16d common (3-1/2″ × 0.162″)blind and face nail 6. Sole plate to joist or blocking Sole plate to joist or blocking at braced Wall panel 16d (3-1/2″ × 0.135 ″) at 16″ o.c.typical face nail 3″ × 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 panels 4 - 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 nail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 8. Stud to sole plate 4 - 8d common (2-1/2″ × 0.131″)toenail 4 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 2 - 16d common (31/2″ × 0.162″)end nail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 9. Double studs 16d (3-1/2″ × 0.135″) at 24″ o.c.face nail 3″ × 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 nail 3″ × 0.131″ nail at 12″ o.c. 3″ 14 gage staple at 12″ o.c. 8 - 16d common (3-1/2″ × 0.162″)lap splice 12 - 3″ × 0.131″ nails 12 - 3″ 14 gage staples 11. Blocking between joists or rafters to top plate 3 - 8d common (2-1/2″ × 0.131″)toenail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 12. Rim joist to top plate 8d (2-1/2″ × 0.131″) at 6″ o.c.toenail 3″ × 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 nail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 14. Continuous header, two pieces 16d common (3-1/2″ × 0.162″)16″ o.c. along edge 15. Ceiling joists to plate 3 - 8d common (2-1/2″ × 0.131″)toenail 5 - 3″ × 0.131″ nails 5 - 3″ 14 gage staples 16. Continuous header to stud 4 - 8d common (2-1/2″ × 0.131″)toenail 17. 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 nail Table 2308.10.4.1 4 - 3″ × 0.131″ nails 4 - 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 nail Table 2308.10.4.1 4 - 3″ × 0.131″ nails 4 - 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″)toenail 3 - 3″ × 0.131″ nails 3 - 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″ nails 3 - 3″ 14 gage staples 21. 1″ × 8″ sheathing to each bearing 3 - 8d common (2-1/2″ × 0.131″)face nail 22. Wider than 1″ × 8″ sheathing to each bearing 3 - 8d common (2-1/2″ × 0.131″)face nail 23. 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 sides 3″ × 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 splice 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 25. 2″ planks 16d common (3-1/2″ × 0.162″)at each bearing 26. Collar tie to rafter 3 - 10d common (3″ × 0.148″)face nail 4 - 3″ × 0.131″ nails 4 - 3″ 14 gage staples 27. Jack rafter to hip 3 - 10d common (3″ × 0.148″)toenail 4 - 3″ × 0.131″ nails 4 - 3″ 14 gage staples 2 - 16d common (3-1/2″ × 0.162″)face nail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 28. Roof rafter to 2-by ridge beam 2 - 16d common (3-1/2″ × 0.162″)toenail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 2 -16d common (3-1/2″ × 0.162″)face nail 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples 29. Joist to band joist 3 - 16d common (3-1/2″ × 0.162″)face nail 4 - 3″ × 0.131″ nails 4 - 3″ 14 gage staples 30. Ledger strip 3 - 16d common (3-1/2″ × 0.162″ )face nail at each joist 4 - 3″ × 0.131″ nails 4 - 3″ 14 gage staples 31. Wood structural panels and particleboard (b) Subfloor, roof and wall sheathing (to framing) Single floor (combination subfloor-underlayment to framing) 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 length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). 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 sheathing are 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 nonstructural applications. 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. Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 8 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Ledgend & Nailing Schedule copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 23012 UP 8'-11 1/2" 2'-6"18'-1" 2'-0" B6B6 B7B7B6B6 B6B6 B8B8 B8B8 SIMPSON IUS1.81/11.88 B9B9 D.05D.05 D.05D.05 B6B6 C1 (2) 2X4 C2 (3) 2X4 C3 (4) 2X4 C4 (5) 2X4 C5 (2) 2X6 C6 (3) 2X6 C7 (4) 2X6 C8 (5) 2X6 B1 = (2) 2X10 B2 = (3) 2X10 B3 = NOT USED B4 = (2) 2x10 B5 = (2) 1-3/4"X16" LVL B6 = (2) 2X8 B7 = (2) 1-3/4"X7-1/4" LVL B8 = (1) 1-3/4"X11-7/8" LVL B9 = 11-7/8" TJI 210 @ 16" O.C. B10 = PRE-ENGINEERED TRUSSES @ 24" O.C. DESIGNED BY TRUSS MANUFACTURER B11 = PRE-ENGINEERED GIRDER TRUSS DESIGNED BY TRUSS MANUFACTURER Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 9 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' MAIN FLOOR FRAMING PLAN ROOF FRAMING PLAN Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Framing Plans copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 DN UP 8'-0" B1B1 C6C6 C6C6 C6C6C6C6 C6C6 B1B1 B2B2 B1B1 B1B1 B1B1 B1B1 12' CEILING HEIGHT ON PORCH D.01D.01 B1B1B1B1B1B1B2B2B1B1 B1B1 B1B1 B4B4 B1B1 C6C6 C6C6 B11B11 B11B11 B11B11 B10B10 D.04D.04 3/12 VAULT 12' CEILING D.09D.09 3/12 VAULT ACAC C6C6C6C6 B1B1 C6C6 B1B1 B1B1 B5B5 23012 DN N 172.77' N0° 4' 25"W 207.63' S89° 55' 35"W 147.77' S0° 4' 25"E 182.63' S89° 55' 35"W 30' 59'-8" 64' 49'-2" 53'-2" 124'-6" 10' 25' 25' 25' 30' Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho C37 2000 N COPPER DRIVE Main floor = 1804 sf Foundation = 1776 sf Basement = 1583 sf Basement finished = 0 sf Front Porch = 62 sf Garage = 930 sf SHEET: IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCT ION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS. SCALE: SHEET TITLE: PROJECT DESCRIPTION: NO. Phone: 435-757-2906 DRAWINGS PROVIDED BY: Professional Stamp For Structural Design Only 5/3/2023 10 Clayton Home (185 Timber Creek Dr.) L10 B3 D1 Copper Heights Madison County, Idaho DATE BY DESCRIPTION 1306 E 2500 N North Logan, Utah 84341 JOB # Crookston Custom Designs 1 BJC CONSTRUCT ION SET 5/3/2023 1/4" = 1' Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Plot Plan 1" = 10' PLOT PLAN copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023 copyright © Crookston Custom Designs 5/3/2023