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HomeMy WebLinkAbout20-00519 - COUNTY DOC - 278 Moody Rd - BUILDING PLANS20024 Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 1 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' Layout Page Table Sheet Title 1 Cover Page - Structural Notes 2 Main Floor Plan 3 Foundation Plan 4 Basement Floor Plan 5 Front & Right Elevations 6 Back & Left Elevations 7 Sections & Details 8 Framing Plans 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. 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. °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. °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 2015 INTERNATIONAL BUILDING CODE. VI.ALL CONSTRUCTION TO CONFORM TO 2015 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, Design Category "D" 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. 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. 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 5/8" WITH MINIMUM (40/20) 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. C o v e r P a g e - S t r u c t u r a l N o t e s copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 DN D W R E F . 3 0 3 0 L S 4 0 1 0 L S 4050SH 4020FX 4050SH 4068MU 16080 9080 4 0 4 0 L S 3 0 6 8 5050LS 6 0 6 8 3050SH 3050SH 3050SH1650SH5050LS1650SH 4 0 4 0 L S 3068 4068 2068 2 6 6 8 5 0 6 8 2 4 6 8 2 6 6 8 2 4 6 8 2668 2868 2468 2668 UP CO/SD SD SD SD 6 '-1 0 " 1 8 '-0 " 3'-3"3'-9"3'-9"3'-9" 5'-0"5'-0"6'-0"6'-0" 3 '-5 " 5 '-0 1 /2 " 5'-3"9'-6 1/2" 9 '-2 1 /2 " 5'-8" 1 0 '-7 " 6'-9"0'-9" 7 '-4 " 4'-11"9'-6" 2 6 '-0 " 12'-2"10'-4" 7'-0" 5 '-6 " 4 '-3 1 /2 " 4 '-0 " 7 '-0 " 1 8 '-0 " 5 '-0 " 5 '-0 " 1 0 '-0 " 2 '-0 " 6 '-0 " 3 '-8 " 4'-0"5'-9"0'-0 1/2" 2'-8 3/8" 4 '-8 3 /8 " 3'-1" 2 '-6 1 /2 " 6'-6"5'-6"11'-6"11'-6" 12'-0"23'-0"5'-0"10'-0"12'-0" 62'-0" 2'-6"2'-6" 5 '-1 1 " 2 '-6 " 3 '-0 " 9 '-0 " 1 2 '-0 " 1 4 '-1 " 8 '-5 " 2 4 '-0 " 2 '-6 " 4 9 '-0 " 5 '-0 " 5 '-0 " 1 0 '-0 " 6 '-0 " 2 '-0 " 7'-6"7'-6"3'-9"3'-6"3'-6"4'-7" 15'-0"15'-4"5'-2"14'-6"12'-0" 62'-0" 12'-0" 2 '-1 0 " 2 '-6 " 1 2 '-4 " 2 '-4 " 5 '-4 " 4 '-2 " 2 4 '-1 0 " 4 9 '-0 " 15'-7" X 15'-3" 11'-0" X 11'-10" 34'-4" X 25'-8" 4'-10" X 9'-9" 14'-0" X 13'-3" 9'-8" X 12'-6" 9'-10" X 8'-5"11'-10" X 8'-5" 4'-8" X 5'-11" 13'-7" x 3'-8" 9'-0" X 5'-0" 13'-11" X 12'-2" 4'-3" x 0'-10" 8'-6" X 3'-11" 14'-0" X 11'-10" 1676 SQ FT 5'-1" X 3'-2" 11'-11" X 5'-4" 5'-2" X 10'-8" GARAGE OPEN BELOW SHELVES ABOVE WASHER AND DRYER TRIM CARPENTER NO PLANT SHELF MASTER BDRM UTILITY BUILT IN BLINDS LIVING AREA MICROWAVE OVER STOVE ARCHED OPENING PORCH 3/12 VAULT 3/12 VAULT TRAY CEILING Linen PANTRY KITCHEN DINING FAMILY ENTRY HALL HALL CLOSET BATH MASTER BATH BEDROOM PIANO ROOM 3/12 VAULT H3H3 BB BB H1H1H1H1 H1H1H1H1 H1H1 BB BB 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 D.01D.01 H1 = SIMPSON STHD10 OR STHD10RJ @ RIM JOIST H2 = SIMPSON STHD14 OR STHD14RJ @ RIM JOIST H3 = SIMPSON MSTC40 BETWEEN FLOOR STRAP TEMPERED GLASS CONCRETE PATIO 8'X10' 3'X3' LANDING WITH STEPS AS REQUIRED H3H3 H3H3 H2H2H2H2 DERIVED FROM 18045Farnsworth Home290 W Moody RoadRexburg, ID 83440 CARPET FLOORING CARPET FLOORING CARPET FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING LVP FLOORING TEMPERED GLASS AC B E N C H H1H1 H1H1 H1H1 H1H1 Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 2 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' M a i n F l o o r P l a n MAIN FLOOR PLAN copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 SS S S 4040LS 2 4 6 8 5 0 3 0 L S 5 0 3 0 L S 5030LS 5030LS 1468 2668 40682668 2668 2668 2468 6068 4068 3 0 6 8 2668 2 6 6 8 5 0 6 8 5 0 6 8 2468 1840 1216 UP H1H1 28'-6"6'-6" 5'-2"17'-0" 12'-0"22'-4" 2 4 '-2 " 2 6 '-2 " 1 5 '-6 3 /4 " 9'-0 1/2"11'-9 1/2" 8'-4"3'-9"11'-3"3'-8"15'-5 3/4"7'-0 3/4" 6 '-2 " 1 5 '-6 3 /4 " 4 '-3 1 /2 " 1 1 '-1 3 /4 " 1 5 '-6 3 /4 " 7 '-5 1 /4 " 8 '-0 " 6 '-2 " 1 0 '-1 0 1 /4 " 1 3 '-4 " 1 '-4 1 /2 " 4 '-3 1 /2 " 1 7 '-3 3 /4 " 3 '-0 " 2 1 '-2 " 6'-6"5'-6"11'-6"11'-6" 12'-0"23'-0"4'-10"22'-2" 62'-0" 9 '-2 " 1 9 '-4 " 1 8 '-8 " 1 2 '-0 " 4 7 '-2 " 5 9 '-2 " 1 2 '-0 " 7'-6"7'-6" 15'-0"35'-0" 50'-0"12'-0" 3 '-0 " 2 1 '-2 " 2 2 '-6 " 2 4 '-2 " 2 '-6 " 1 0 '-0 " 4 9 '-2 " 1 0 '-0 " 8'-8" 1 1 '-1 1 1 /4 " 1 0 '-8 3 /4 " 12'-5"10'-5"12'-2" 12'-1 3/4"2'-8 1/4"4'-4"3'-0"D.01D.01 F1 = 1'-0"X8" CONTINUOUS FOOTING WITH (2) #4 BARS F2 = 1'-6"X8" CONTINUOUS FOOTING WITH (2) #4 BARS F2F2 F1F1 F1F1 F1F1 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 D.01D.01 D.02D.02 D.02D.02 8' FOUNDATION WALLS D.03D.03 D.03D.03 6" THICK GARAGE FOUNDATION WALL FINISHED BASEMENT 16080 9080 3 0 6 8 H1H1 H1H1H1H1 H1H1H1H1 H1H1 H1 = SIMPSON STHD10 OR STHD10RJ @ RIM JOIST H2 = SIMPSON STHD14 OR STHD14RJ @ RIM JOIST H3 = SIMPSON MSTC40 BETWEEN FLOOR STRAP H1H1 H1H1 H2H2H2H2 H1H1 H1H1 H1H1 H1H1 D.10D.10 Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 3 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' FOUNDATION PLAN F o u n d a t i o n P l a n copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf W H 4040LS 2 4 6 8 5 0 3 0 L S 5 0 3 0 L S 5030LS 5030LS 1468 2668 40682668 2668 2668 2468 6068 4068 3 0 6 8 2668 2 6 6 8 5 0 6 8 5 0 6 8 2468 1840 1216 UP H1H1 CO/SD SD SD SD 5'-7"6'-6" 5 '-8 " 5 '-4 " 5'-2"4'-3"6'-6"5'-6"11'-6"11'-6" 12'-0"23'-0"4'-10"9'-5"12'-9" 62'-0" 9 '-2 " 8 '-0 " 1 7 '-2 " 5 '-8 " 1 1 '-0 " 2 '-4 " 1 1 '-0 " 1 2 '-0 " 4 7 '-2 " 1 2 '-0 " 7'-6"7'-6" 15'-0"20'-7"2'-4"12'-1" 50'-0"12'-0" 12'-0" 3 '-0 " 2 1 '-2 " 1 2 '-1 " 4 '-1 1 " 5 '-6 " 2 4 '-2 " 2 '-6 " 4 9 '-2 " 1 0 '-0 " 4'-6"4'-6" 2 '-0 1 /2 " 5 '-4 1 /2 "6'-4" 8'-9"11'-9 1/2" 9'-7" 4 '-0 " 2 '-0 1 /2 " 10'-8"3'-8" 6 '-7 1 /2 " 5 '-2 1 /2 " 5 '-3 " 5'-4 1/2"2'-0 1/2" 1 '-0 " 3 '-4 " 11'-0 1/2" 1 0 '-9 " 4'-0 1/2" 8 '-0 " 6 '-2 " 1 2 '-0 " 6'-4" X 5'-4" 11'-5" X 16'-1" 12'-11" X 9'-8" 10'-7" X 6'-3" 34'-0" X 25'-8" 13'-10" X 13'-9" 11'-0" X 4'-11" 11'-0" X 10'-9" GARAGE BEDROOM BEDROOM UTILITY BEDROOM D.01D.01 D.03D.03 D.03D.03 2 STEPS RAIL FAMILY BEDROOM CLOSET KIDS WINDOW AND DOOR 16080 9080 3 0 6 8 H1H1 H1H1H1H1 H1H1H1H1 H1H1 H1 = SIMPSON STHD10 OR STHD10RJ @ RIM JOIST H2 = SIMPSON STHD14 OR STHD14RJ @ RIM JOIST H3 = SIMPSON MSTC40 BETWEEN FLOOR STRAP H1H1 H1H1 H2H2H2H2 H1H1 H1H1 H1H1 H1H1 D.10D.10 W H UP Basement Area 1,457.506944 sq ft Basement Finished Area 1,383.348958 sq ft Garage Area 880.666667 sq ft Cold Storage Area 30 sq ft Foundation Area 1,653.333333 sq ft H1H1 Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 4 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' B a s e m e n t F l o o r P l a n FINISH AREA copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 6 12 6 12 VINYL SIDING 8 12 8 12 8 12 8 12 Top of Footing -9'-2 1/8" Top of Slab -8'-10 1/8"4 " Top of Subfloor - 1st Floor 0'-0" 8 '-1 0 1 /8 " Grade Level 0'-0" Highest Rough Ceiling 8'-1 1/8" 8 '-1 1 /8 " Highest Ridge 20'-4 7/8" 1 2 '-3 3 /4 " STUCCO SIDING SYNTHETIC ROCK SIDING Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 5 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' F r o n t & R i g h t E l e v a t i o n s FRONT ELEVATION RIGHT ELEVATION copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 6 12 8 12 8 12 8 12 8 12 VINYL SIDING Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 6 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' B a c k & L e f t E l e v a t i o n s BACK ELEVATION LEFT ELEVATION copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 F1 = 10" LONG 1/2" Ø A 307 "J" BOLT @ 32" O.C. EMBEDDED 7" MIN. F2 = NUT WITH 3/16"X3"X3" PLATE WASHER & STANDARD WASHERF3 = 2X4 TREATED SEAL PLATEF4 = SILL SEALF5 = RIM BOARDF6 = 8" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 BARS SPACED PER SCHEDULEFIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS PER SCHEDULEF7 = FOOTING SEE SCHEDULE F8 = REINFORCEMENT SEE SCHEDULE F9 = #4 "J" BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12" MIN. (6" MIN. HOOK) F10 = 4" CONCRETE SLAB F11 = 4" GRAVEL F12 = #4 BENT DOWELS @ 16" O.C. EXTEND INTO WALL AND SLAB 16" MINIMUM F13 = SLAB REINFORCEMENT PER FRAMING PLAN SET BARS AT 1-1/2" OFF BOTTOM OF SLAB MINIMUM LAP DISTANCE 16" F14 = MINIMUM SLAB THICKNESS PER FRAMING PLAN F15 = 3" MINIMUM SLAB SUPPORT EDGE F16 = CONCRETE SLAB PER FRAMING PLAN PROVIDE (4000 PSI MIN COMPRESSIVE STRENGTH) DESIGNED FOR 100 PSF LIVE LOAD W1 = 7/16" SHEETING NAIL EDGES WITH 8d NAILS @ 6" O.C. AND FIELD NAIL @ 12" O.C. UNLESS NOTED OTHERWISE W2 = DOUBLE 2X6 TOP PLATES W3 = 2X6 STUDS @ 16" O.C. W4 = 2X6 BOTTOM PLATE W5 = 2X6 TREATED BOTTOM PLATE W6 = 2X4 TOP PLATES W7 = 2X4 STUDS @ 16" O.C. W8 = 2X4 BOTTOM PLATE W9 = 2X4 TREATED BOTTOM PLATE W10 = 3/4" T&G FLOOR SHEETING W11 = 11-7/8" FLOOR JOIST W12 = FULL WALL BLOWN INSULATION R-22 W13 = WALL INSULATION R-11 W14 = MOISTURE PROTECTION PER CODE MIN. 2% SLOPE 4 '-0 " D.06D.06 2X4 ATTACHED TO HEADER WITH TWO ROWS OF 16d NAILS @ 3" O.C. MIN HEADER (2) 2X12 FASTEN SHEETING TO HEADER IN 3" GRID PATTERN DIRECTLY ABOVE PIER ATTACH SHEETING TO ALL MEMBERS WITH 8d NAILS @ 3" O.C. 10" LONG 5/8" Ø A 307 "J" BOLT @ 32" O.C. EMBEDDED 10" MIN. FOR POST ON ONE SIDE FOR DOUBLE PORTAL FRAME DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 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 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 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 ROOF JOIST @ 24" O.C. BOUNDARY NAILING BLOCKING FLOOR SHEETING 16d NAILS @ 6" O.C. ALTERNATE SIDES BEARING WALL DETAILD.05D.05 NOT TO SCALE D.06D.06 TRUSS TO WALL CONNECTION NOT TO SCALE DOUBLE 2X6 TOP PLATES 2X BLOCKING TO WITHIN 2" OF ROOF SHEETING 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 @ EACH TRUSS 2X FASCIA BOARD 2x4 STUDS 2x4 STUDS 2X6 BOTTOM PLATE & DOUBLE 2X6 TOP PLATE 2X6 BOTTOM PLATE & DOUBLE 2X6 TOP PLATE 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 GARAGE FOUNDATION DETAILD.03D.03 (2) CONTINUES #4 BARS NOT TO SCALE 1'-6"X10" CONCRETE FOOTING 4" CONCRETE SLAB #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. 4" GRAVEL 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 H E I G H T F1 = 10" LONG 1/2" Ø A 307 "J" BOLT @ 32" O.C. EMBEDDED 7" MIN. F2 = NUT WITH 3/16"X3"X3" PLATE WASHER & STANDARD WASHERF3 = 2X4 TREATED SEAL PLATEF4 = SILL SEALF5 = RIM BOARDF6 = 8" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 BARS SPACED PER SCHEDULEFIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS PER SCHEDULEF7 = FOOTING SEE SCHEDULEF8 = REINFORCEMENT SEE SCHEDULEF9 = #4 "J" BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12" MIN. (6" MIN.HOOK)F10 = 4" CONCRETE SLABF11 = 4" GRAVELF12 = #4 BENT DOWELS @ 16" O.C. EXTEND INTO WALL AND SLAB 16" MINIMUMF13 = SLAB REINFORCEMENT PER FRAMING PLAN SET BARS AT 1-1/2" OFF BOTTOM OF SLABMINIMUM LAP DISTANCE 16"F14 = MINIMUM SLAB THICKNESS PER FRAMING PLANF15 = 3" MINIMUM SLAB SUPPORT EDGEF16 = CONCRETE SLAB PER FRAMING PLAN PROVIDE (4000 PSI MIN COMPRESSIVE STRENGTH)DESIGNED FOR 100 PSF LIVE LOADW1 = 7/16" SHEETING NAIL EDGES WITH 8d NAILS @ 6" O.C. ANDFIELD NAIL @ 12" O.C. UNLESS NOTED OTHERWISEW2 = DOUBLE 2X6 TOP PLATESW3 = 2X6 STUDS @ 16" O.C.W4 = 2X6 BOTTOM PLATEW5 = 2X6 TREATED BOTTOM PLATEW6 = 2X4 TOP PLATESW7 = 2X4 STUDS @ 16" O.C.W8 = 2X4 BOTTOM PLATEW9 = 2X4 TREATED BOTTOM PLATEW10 = 3/4" T&G FLOOR SHEETINGW11 = 11-7/8" FLOOR JOISTW12 = FULL WALL BLOWN INSULATION R-22W13 = WALL INSULATION R-11W14 = MOISTURE PROTECTION PER CODE MIN. 2% SLOPE 1 9 .2 " 1 9 .2 " 9 .6 " 9 .6 " 9 .6 " 9 .6 " 2 4 .0 " 2 4 .0 " 1 2 .0 " 1 2 .0 " 1 2 .0 " 1 2 .0 " 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.07 OPTIONAL 2X4 STAGGERED STUDS NOT TO SCALE UP TO 9'-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 F1 = 10" LONG 1/2" Ø A 307 "J" BOLT @ 32" O.C. EMBEDDED 7" MIN. F2 = NUT WITH 3/16"X3"X3" PLATE WASHER & STANDARD WASHERF3 = 2X4 TREATED SEAL PLATEF4 = SILL SEALF5 = RIM BOARDF6 = 8" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 BARS SPACED PER SCHEDULEFIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS PER SCHEDULEF7 = FOOTING SEE SCHEDULEF8 = REINFORCEMENT SEE SCHEDULEF9 = #4 "J" BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12" MIN. (6" MIN.HOOK)F10 = 4" CONCRETE SLABF11 = 4" GRAVELF12 = #4 BENT DOWELS @ 16" O.C. EXTEND INTO WALL AND SLAB 16" MINIMUMF13 = SLAB REINFORCEMENT PER FRAMING PLAN SET BARS AT 1-1/2" OFF BOTTOM OF SLABMINIMUM LAP DISTANCE 16"F14 = MINIMUM SLAB THICKNESS PER FRAMING PLANF15 = 3" MINIMUM SLAB SUPPORT EDGEF16 = CONCRETE SLAB PER FRAMING PLAN PROVIDE (4000 PSI MIN COMPRESSIVE STRENGTH)DESIGNED FOR 100 PSF LIVE LOADW1 = 7/16" SHEETING NAIL EDGES WITH 8d NAILS @ 6" O.C. ANDFIELD NAIL @ 12" O.C. UNLESS NOTED OTHERWISE W2 = DOUBLE 2X6 TOP PLATES W3 = 2X6 STUDS @ 16" O.C. W4 = 2X6 BOTTOM PLATE W5 = 2X6 TREATED BOTTOM PLATE W6 = 2X4 TOP PLATES W7 = 2X4 STUDS @ 16" O.C. W8 = 2X4 BOTTOM PLATE W9 = 2X4 TREATED BOTTOM PLATE W10 = 3/4" T&G FLOOR SHEETING W11 = 11-7/8" FLOOR JOIST W12 = FULL WALL BLOWN INSULATION R-22 W13 = WALL INSULATION R-11 W14 = MOISTURE PROTECTION PER CODE MIN. 2% SLOPE 7 9 " 39"29" 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) HIDDEN PANTRY DOOR DETAILD.09D.09 2x4 STUDS 2x4 STUDS 2X6 BOTTOM PLATE & DOUBLE 2X6 TOP PLATE 2X6 BOTTOM PLATE & DOUBLE 2X6 TOP PLATE EXTERIOR WALL AND SHEAR WALL SHEATHING MUST BE 7/16" WITH MINIMUM (24/16) SPAN RATING TO USE THIS DETAIL Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf F1 = 10" LONG 1/2" Ø A 307 "J" BOLT @ 32" O.C. EMBEDDED 7" MIN. F2 = NUT WITH 3/16"X3"X3" PLATE WASHER & STANDARD WASHERF3 = 2X4 TREATED SEAL PLATEF4 = SILL SEALF5 = RIM BOARDF6 = 8" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 BARS SPACED PER SCHEDULEFIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS PER SCHEDULEF7 = FOOTING SEE SCHEDULEF8 = REINFORCEMENT SEE SCHEDULEF9 = #4 "J" BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12" MIN. (6" MIN.HOOK)F10 = 4" CONCRETE SLABF11 = 4" GRAVELF12 = #4 BENT DOWELS @ 16" O.C. EXTEND INTO WALL AND SLAB 16" MINIMUMF13 = SLAB REINFORCEMENT PER FRAMING PLAN SET BARS AT 1-1/2" OFF BOTTOM OF SLABMINIMUM LAP DISTANCE 16"F14 = MINIMUM SLAB THICKNESS PER FRAMING PLANF15 = 3" MINIMUM SLAB SUPPORT EDGEF16 = CONCRETE SLAB PER FRAMING PLAN PROVIDE (4000 PSI MIN COMPRESSIVE STRENGTH)DESIGNED FOR 100 PSF LIVE LOADW1 = 7/16" SHEETING NAIL EDGES WITH 8d NAILS @ 6" O.C. ANDFIELD NAIL @ 12" O.C. UNLESS NOTED OTHERWISEW2 = DOUBLE 2X6 TOP PLATESW3 = 2X6 STUDS @ 16" O.C.W4 = 2X6 BOTTOM PLATEW5 = 2X6 TREATED BOTTOM PLATEW6 = 2X4 TOP PLATESW7 = 2X4 STUDS @ 16" O.C.W8 = 2X4 BOTTOM PLATEW9 = 2X4 TREATED BOTTOM PLATEW10 = 3/4" T&G FLOOR SHEETINGW11 = 11-7/8" FLOOR JOISTW12 = FULL WALL BLOWN INSULATION R-22W13 = WALL INSULATION R-11W14 = MOISTURE PROTECTION PER CODEMIN. 2% SLOPE 3 '-6 " M A X . 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 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 @24" O.C. FIRST BAR AT 4" FROM TOP AND BOTTOM PLACE VERTICAL BARS@ 24" O.C. #4 "J" BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 15" MIN. (6" MIN. HOOK) FULL HEIGHT SHAPED BLOCKING BOUNDARY NAILING 1/2" 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.10D.10 PROVIDE WEATHER RESISTIVE BARRIER OVER SHEETING DOUBLE 2X6 TOP PLATES 2X6 STUDS @ 16" O.C. OR OPTION D.07 MIN HEADER (2) 2X12 FOR POST ON ONE SIDE FOR DOUBLE PORTAL FRAMEDOUBLE PORTAL FRAME(TWO BRACED WALL PANELS)SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)2x4 STUDS 2x4 STUDS2X6 BOTTOMPLATE &DOUBLE 2X6TOP PLATE 2X6 BOTTOMPLATE &DOUBLE 2X6TOP PLATEEXTERIOR WALL AND SHEARWALL SHEATHING MUST BE7/16" WITH MINIMUM (24/16)SPAN RATING TO USE THISDETAIL 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 7 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' S e c t i o n s & D e t a i l s copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 20024 UP H1H1 2'-9"1'-9" 2'-0"6'-9 1/2" B6B6 B1 = (2) 2X10B2 = (3) 2X10B3 = (2) 2X10B4 = (2) 1-3/4"X11-7/8" LVLB5 = (2) 2X10B6 = (2) 2X8B7 = PRE-ENGINEERED TRUSSES DESIGNED BY MANUFACTURERB8 = 11-7/8" TJI 110 @ 16" O.C.B9 = (2) 1-3/4"X7-1/4" LVL D.01D.01 B6B6 B6B6 B8B8 D.05D.05 D.05D.05 B6B6 D.05D.05 B6B6 B6B6 B6B6 B6B6 B5B5 B5B5 B6B6 B9B9 D.10D.10 B1 = (2) 2X10 B2 = (3) 2X10 B3 = (2) 2X10 B4 = (2) 1-3/4"X11-7/8" LVL B5 = (2) 2X10 B6 = (2) 2X8 B7 = PRE-ENGINEERED TRUSSES DESIGNED BY MANUFACTURER B8 = 11-7/8" TJI 110 @ 16" O.C. B9 = (2) 1-3/4"X7-1/4" LVL C1 (2) 2X4 C2 (3) 2X4 C3 (4) 2X4 C4 (5) 2X4 C5 (2) 2X6 C6 (3) 2X6 C7 (4) 2X6 C8 (5) 2X6 DN UP 8'-0" 8'-0" 3/12 VAULT 3/12 VAULT TRAY CEILING B1B1 C6C6 3/12 VAULT B1B1 B1B1 B1B1 B1B1 B1B1 B1B1 B1B1B1B1B1B1 B1B1 B1B1 B1B1 B1B1 B3B3 C2C2C2C2 B4B4 B7B7 C6C6 C6C6 C6C6 C6C6 C6C6 C3C3 D.01D.01 D.04D.04 D.06D.06 D.06D.06 B2B2 B2B2 B1B1 B2B2 C6C6 Main floor = 1676 sf Foundation = 1653 sf Basement = 1458 sf Basement finished = 1383 sf Cold Storage = 30 sf Garage = 881 sf 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. SHEET: I F D R A W I N G S A R E N O T S T A M P E D A N D S I G N E D T H E Y A R E T O B E C O N S I D E R E D P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N O R P E R M I T . T H E S E D R A W I N G S A R E O N L Y T O B E U S E D F O R T H E L O C A T I O N S P E C I F I E D . I F S U B M I T T E D F O R A N Y O T H E R L O C A T I O N P L E A S E C O N T A C T C R O O K S T O N C U S T O M D E S I G N S . SCALE: S H E E T T I T L E : P R O J E C T D E S C R I P T I O N : N O . P h o n e : (4 3 5 ) 7 5 7 -2 9 0 6 F a x : (8 6 6 ) 8 0 1 -0 2 3 0 D R A W I N G S P R O V I D E D B Y : Professional Stamp For Structural Design Only 4/10/2020 8 F a r n s w o r t h H o m e 2 9 0 W M o o d y R o a d R e x b u r g , I D 8 3 4 4 0 D A T E B Y D E S C R I P T I O N 2 7 5 5 J u n i p e r C i r c l e N o r t h L o g a n , U t a h 8 4 3 4 1 JOB # C r o o k s t o n C u s t o m D e s i g n s 1 B J C C o n s t r u c t i o n S e t 4 /1 0 /2 0 2 0 w w w .C r o o k s t o n D e s i g n s .c o m 1/4" = 1' F r a m i n g P l a n s Main Floor Framing Plan Roof Framing Plan copyright © Crookston Custom Designs 4/10/2020 copyright © Crookston Custom Designs 4/10/2020 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 4 /1 0 /2 0 2 0