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PROJECT SCOPE FRAMING NOTES
<br />DESIGN OF ISOLATED PAD AND PIER FOOTINGS, BEAM AND HEADER FRAMING. TALL WALLS I . ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE.
<br />GREATER THAN 12 FEET, LOW GRADE FROST FOUNDATION 'WALLS. FRONT WINDOW WELL 2- (2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 13/V x 71/4" LVL OR (3) 13A" x 5112' LVL AS
<br />FOUNDATION. STAIRWAY FOUNDATION. AND THE MAIN WINDFORCE RESISTING SYSTEM FOR REQUIRED.
<br />A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE 3, ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT
<br />DRAWINGS. STANDARD INDUSTRY PRACTICE. AND THE REQUIREMENTS OF THE CODE. EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL LVL AND GIRDER TRUSS BEAMS AND
<br />GENERAL NOTES HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END. 3 -PLY MEMBERS ARE TO
<br />1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END UNLESS NOTED OTHERWISE- ADDITIONAL CONSTRUCT RIGID
<br />BY DFP PLANNING & DESIGN LAST DATED 11-10-22 FOR MORE INFORMATION. BEARING STUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL SHEAR PANEL AS �,
<br />2. IT IS THE RESPONSIBILITY OF THE BU LDER TO PROVIDE ALL FUTURE PLAN CHANGES TO BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER SHOWN IN 1:55 CONSTRUCT RIGID
<br />THE HANSON GROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. SHEAR PANEL AS
<br />SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 4. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. 6x6 POST w' HELICAL ANCHOR @ 5Y4' x 133/x" GLULAM HEADEREXTENDEb 2 9%•" LVL SHOWN IN 2155
<br />3. ADEOUATE SHORING DURING CONST RUCTION IS THE RESPONSIBILITY OF THE EXTERIOR OPE NINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINI MUM OF TWO FULL LANDINGS & DECK CONNECTION TO
<br />CDNTRACTOR. HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED EXTERIOR OPENINGS POST DESIGNED BY SUPPLIER FOR 11 >EXTENDED 2 9Y2' _VL REFER TO 5.'54 FOR
<br />4, CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE GREATER THAN TWELVE FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING 5.000 LBS- VERTICAL WORKING LOADS rr rMW
<br />wear.. U XREQUIREMENTS w' A
<br />PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE- STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED- FOR CONTINUOUS BEAM CONDITIONS, TYP. (SEE FOUNDATION NOTE 7) a Gia i
<br />5. MEANS AND METHCDS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER. cv I BRACED WALL PANEL
<br />CONTRACTOR. 5. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON- USP OR EQUAL JOIST HANGERS. 2x12 LEDGER w x iv r , SIMPSON ! / ABOVE A CANTILEVER TYP.
<br />(3) LEDGERLOKS� N Cr a HUCQ410 SDS
<br />FOUNDATION NOTES CLIPS. POST CAPS. AND POST BASES. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN INDICATES MIN. (2) 2x6 w '� ! I V
<br />@ 19.2' O.C- MA.X. a N a Q FACE MOUNT I I 3 w
<br />1. D7AIN TILE, DAMPPROOFING AND OR WATERPROOFING, &INSULATION. AS WELL AS ACCORDANCE WITH MANUFACTURER REQUIREMENTS- BEARING STUDS BELOW CE K a M `' :� " y O ❑
<br />THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 6. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, TYP. @DECK HANGER OR
<br />CONTINUOUS HEADER ~ N --- � �T Q
<br />2. INSTALL A MINIMUM OF 2 ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN U.N.O. (2}2x12 F5 EQUIVALENT ! I a Cr
<br />{ } BETWEEN OPENINGS FLUSH OR PARTIALLY y
<br />ANCHOR WITHIN 12" OF EACH END AS APPLICABLE. A. 2x6 STUDS SPACED @ 16" Q.C. TYP. U.N-Q. 3,75 -FT `r-. (3)2x10 r---� F2
<br />r FLUSH (3)18" LVL
<br />3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. INCLUDING ALL B. WALL SHEATHING: %6" MIN STRUCTURAL PANEL SHEATHING w:' 8d COMMON NAILS @ 6" O.0 AT ) } y ` I 12 I (3)14" LVL - 1
<br />WALL CORNERS & INTERSECTIONS. PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13/d" 16 GAUGE STAPLES @ 3' ' fi" (7 FT}L__� I J r ; 1 F2 I
<br />4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. SPACING.in --
<br />F3 5�- x �'13),1 .," LVL rlt-1 _
<br />RETAINING WALL FOUNDATIONS RELY ON SLAB ON GRADE FOR LATERAL RESISTANCE. 7. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, TRUSS SUPPLIER TO PSL POST I I I
<br />ADEQUATE TEMPORARY BRACING IS BY OTHERS UNTIL SLAB IS IN PLACE AND FULLY U -N -O- ACCOUNT FOR ONE SIDED INTERIOR- L ' L� i I jl I
<br />CURED. A. 2x4 OR 2x6 STUDS SPACED @ 16" O -C. STONE AND HEARTH OSB PLYWOOD 5y4' x 5Y�' F4
<br />5. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. B. WALL SHEATHING: Y2' MIN. GYPSUM SHEATHING FASTENED TO FRAMING w+ 5d COOLER NAILS @ ABOVE-TYP. BRACED WALL PSL POST
<br />6- TOP OF FOUNDATION WALLS WITH LOW GRADE ARE TO BE LATERALLY SUPPORTED 8" O.C. MAX- OR TYPE S.W WALLBOARD SCREWS @ 16" O.C- MAX. (%g' MINIMUM STUD PANEL PER FRAMING
<br />PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. PENETRATION) F1 + NOTE 6 1
<br />7. HELICAL SCREW ANCHORS ARE TO BE DESIGNED BY THE MANUFACTURER FOR A 3- ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. _ (3)2x1 ¢,__l -BRG BEAM 4' ON
<br />WORKING LOAD AS NOTED ON PLAN. INSTALL ANCHORS TO TWICE THIS VALUE FOR AN A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C-A L� INDICATES SPAN TREATED POCKET
<br />U_TIMATE LOAD RESPECTIVELY WITH A FACTOR OF SAFETY=2. DEPTH OF INSTALLATION B. FLOOR SHEATHING: %" STRUCTURAL FANEL SHEATHING w• 8d COMMON NAILS @ 6" O -C AT PANEL DIRECTION OF - •
<br />TO BE DETERMINED BY THE INSTALLER AND!OR A. GEOTECHNICAL ENGINEER. INCREASE EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. B 2x6 TRUSSES BY
<br />LOAD FOR POTENTIAL DOWN DRAG AS REQUIRED. HELICAL ANCHOR RESISTANCE TO �. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 6x6 POST BEARING SUPPLIER TYP. I
<br />FROST MOVEMENT IS BY THE MANUFACTURER. A. ROOF FRAMING SPACED AT A MAXIMUM OF 24"0,C. STUDS
<br />I
<br />MATERIALS B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2-5 CLIPS OR F4 F2 =.
<br />CONCRETE FOOTINGS: F'C = 5,000 PSI @ 28 DAYS {OR 3,500 PSI WITH AN EQUIVALENT AND (4) 0.131"0 x 3" TOENAILS. „ r {3}22" LVL OR W1Dx5a r , r--1 + �r�r,,,,t_. I ,.•m,,,,,v4
<br />1 I 3 18" LVL zwlw-W . ■W .� .
<br />APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR C. ROOF SHEATHING: %" STRUCTURAL PANEL SHEATHING w.+ 8d COMMON NAI_S @ 6" 0.0 AT PANEL I 01R'
<br />R f Ox3O L J y j =ALO"` "` - - - - - rt` f e"Q1M`{' - %
<br />RESISTANCE AT LEAST EQUIVALENT TO 5.000 PSI CONCRETE) EDGES AND 12" O.C- AT INTERMEDIATE SUPPORTS OR 13/+" 16 GAUGE STAPLES @ 3"' 6" SPACING. �"-�F3 ! "---J
<br />DASH -DOT LINES I I
<br />CONCRETE WALLS: Fc = 3,500 PSI @ 28 DAYS 10. ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH �- I fix6 POST N - -- - r- r.arno i I
<br />INDICATE PRIMARY
<br />REINFORCING STEEL: ASTM A61 GRADE 60 (12) 0.131"0 x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) � I � I y.,r r ��►ca rn° I
<br />GIRDER TRUSSES F2
<br />AGGREGATE: FOOTINGS 14" MAX 0.131"Ox 3" FACE NAILS. STAIRS & F1 (4) 2x5 I
<br />BY SU PPL ER TYP.
<br />WALLS/SLABS- 3/' MAX 11. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. AT A r" ' LVL , LANDINGS -� BEARING
<br />(2)9 /2
<br />t I I I i �. „�,
<br />ON-SITE SOIL: SAND CLAY {GROUP II) ASSUMED OVERHANGING PLATES. PROVIDE 2x8 SQUASH BLOCKING BELOW BEARING LOADS. '� L J BY SUPPLIEF&---J STUDS
<br />IF CLAY SOILS ARE ENCOUNTERED, 12, STEEL BEAM TO BEAM SHEAR CLIP CONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY �y {2}2x70 �'r
<br />BACKFILL w: SAND FULL HEIGHT. THE MANUFACTURER. (2)2x1411
<br />f.a = 45 PSF/FT (ACTIVE) 13. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ' a" DIAMETER BOLTS '0 +r _
<br />BACKFILL SOIL: SAND ;GROUP I TO BE USED WHERE NOTED- STAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE ` J- - -I I" RMW L STORAM
<br />fe = 30 PSF;'FT (ACTIVE) THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE PLATE TO BE BRACED
<br />LATERALLY BY FLOOR SYSTEM AT 48" O C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING RETURN TOP OF
<br />ALLOWABLE SOIL 20" < 8" MIN. CONGRETE
<br />CONNECTIONS, BLOCK WEB SPACE SOLID w' LUMBER TIGHT BETWEEN FLANGES AND BOLT THRCUGH WALL BARS 24" MIN
<br />BEARING PRESSURE: 2.000 PSF - ASSUMED STRIP FOOTINGS TYP. INTO RETURN
<br />WALL STUDS 110' OR LESS}: SPF STUD GRADE OR BETTER WEB w•'Yz"O BOLTS AT 2d" O,C. STAGGERED UNDER ALL FOUNDATION 4 r r„ON,a,
<br />i tea':.ar. "rn
<br />14. CUT POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL, CRUSHING WOULD OCCLR. FASTEN WALLS AS SHOWN f °Fcsx�p1°° I I
<br />WALL STUDS (OVER 10'): SPF NO.2 GRADE OR BETTER WALLS, INTERIOR BEARING & II�fY
<br />STEEL BEAMS TO POSTS w' (4) V,�" x 6" STRUCTURAL WOOD SCREWS- STAIR WALLS AT BOTTOM. TO BEAR DIRECTLY ST"a
<br />LSL SUDS: 1Y2" WIDTH - 1.3E OR BETTER
<br />DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER ON CONCRETE. IF UNTREATED, WRAP BOTTOM w.' MEMBRANE. i
<br />TREATED LUMBER: SYP NO.1 GRADE OR BETTER OR LSL 15. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. � 4 f r
<br />16. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). n•a.r.nurs• , r � rl+ W'•wc� j
<br />LSL BEAMS: 13/a" WIDTH 1.55E OR BETTER 17. ALL STUD PLIES IN BUILT JP BEARING STUD COLUMNS TO BE FASTENED TO SHEATHING AS SPECIFIED ..� OW
<br />17.
<br />LVL: 1X- WIDTH -1.9E OR BETTER "°' M40IeK1O.,�e �"` ~0Y`
<br />IN NOTES 6 AND 7. Nn me
<br />PSL: 1.8E DR BETTER A.a..�M .. r.��
<br />TREATED GLULAM: SYP 26FV4 18- THE DECK AND FRONT ENTRY PORCH ARE CONSIDERED PRIMARILY OPEN, NON-ESSENTIAL PORTIONS `r + H�^
<br />WESTERN CEDAR TIMBERS: SELECT STRUCTURAL Fb=1,150 PSI, 1.0E OR BETTER OF THE STRUCTURE AND ARE EXCLUDED FROM THE MAIN WINDFORCE RESISTING SYSTEM OF THE PROVIDE ADDITIONAL TOP
<br />STRUCTURAL STEEL: ANGLES. MISC - ASTM A35 (Fy = 36KSI) HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTION AT ALL POSTS AND TENSION CONNECTIONS CL " J
<br />�OF WALL REINFORCEMENT
<br />AT LEDGERS. w AS SHOWN BELOW I ,-
<br />TUBES - ASTM A500 Gr. B (Fy =46 KSI) 19- TALL WALL FRAMING IS DESIGNED TO A H/180 DEFLECTION CRITERIA (H.'240 @ STONE) AT A MINIMUM- � z 3
<br />W SECTIONS - ASTM A992 (Fy = 50 KSI) _ 3:
<br />(MIN. LENGTH)
<br />INDICATES EXTERIOR BRACED WALL PANEL w: SHEATHING ON EXTERIOR FACE IN ACCORDANCE w FRAMING NOTE 6-
<br />_
<br />PROVIDE INCREASED FASTEN NG REQUIREMENTS AS SHOWN BELOW.
<br />(MIN. LENGTH} - INDICATES INTERIOR BRACED WALL PANEL w GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED IN
<br />FRAMING NOTE 7. SPACED AT 4' O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.
<br />- INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.
<br />REPRESENTSROOF TRUSSES RDOFTRU55
<br />U
<br />FIGURE FASTENED TO PLATES FASTENED TO
<br />FLAT 2x6 @ 24" O -C.
<br />R602.10 -8-"e(3) wl (4) 0.131'0 x 3" PLATES
<br />PLATO
<br />(MIN. (3) PER BRACED
<br />TOENAILS & SIMPSON x 3"
<br />WALL PANEL)
<br />FRAME 2x4 BOX H2.5 CLIP TOENAILS
<br />AROUND SPACE
<br />ROOF
<br />2x4 BLOCKING @ 6. O.C.
<br />BETWEEN TRUSS w' BETWEEN
<br />1� TRUSSES
<br />SAME SHEATHING TRUSSES NAILED
<br />F4
<br />AND FASTENING AS TO TOP PLATES NAIL BOTTOM
<br />WALL BELOW
<br />#5 BARS @ 12" O.C.
<br />wl (3) 0.131 "O x 3" PLATE TO LADDER
<br />4'-4" x 4'-O" x 12"
<br />;OR REPLACE w+ NAILS EACH TRUSS w..'(3) 16d
<br />ADEQUATE DEPTH NAILS EVERY 16"
<br />(4] 0.131 "O� Sim
<br />x 3" NAILS A35
<br />2x MEMBER] NAIL BOTTOM PLATE
<br />BRACED FRAMING
<br />#12 x 3Y2' WOOD J TO RIBBON BRACE '
<br />WALL PANEL ANGLE
<br />SCREWS @ 16"0.C- w TRUSSES TRUSS w.' (3) 16d w TRUSSES
<br />EACH END
<br />INSTALLED IN NAILS EVERY 16"NAIL LADCER
<br />ADDITION TO NAILS TRUSS TO TOP
<br />BRACED WALL CONNECTION
<br />(ROOF TRUSSES)
<br />UPPER PLATES wi
<br />(MAIN NAIL EACH TRUSS TO
<br />LEVEL ROOF 0.131"0 x 3"
<br />TOP PLATES (3) NAILS @ 6" O.C.
<br />TRUSS BEARING p -131"D x 3" TOO ENAILS
<br />FLOOR
<br />WALLS ONLY)
<br />TRUSS
<br />EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL
<br />(4)0
<br />2x4 BLOCKING BETWEEN PROVIDE ROOF TPU55
<br />ROOF TRUSSES NAILED DIRECTLY IN LINE w/
<br />'NAI
<br />x 3" NAILS
<br />/ TO TOP PLATES wl (3) I BRACED WALL PANEL
<br />BRACED51MP50N
<br />0.131"0 x 3" NAILS EACH FASTENED TO PLATES
<br />WALL PANEL
<br />LTP4
<br />W/ 0.131 "0 x 3"
<br />FLAT 2x6 @ 24' O C- FRAMING
<br />TOENAILS @ 6' 0.C-
<br />(MIN. (3) PER BRACED PLATE
<br />WALL PANEL) EACH END
<br />NAIL BOTTOM PLATE TO
<br />BLOCKING w (3) 16d
<br />FLAT 2x6 @ 24" O C'SIMPSON
<br />NAILS EVERY 16" -NAIL BOTTOM PLATEDa
<br />TO BLOCKING W (3)
<br />(MIN(3) PER BRACED LTP4
<br />.
<br />WALL PANEL] FRAMING
<br />PLATE
<br />PROVIDE FULL DEPTH 16d NAILS EVERY 16"
<br />BRACED EACH END
<br />BLOCKING BETWEEN TRUSSES
<br />WALL PANEL
<br />w TRUSSES NAILED TO TOP PLATES w' w TA05SE5
<br />(3) 0.131'0 x 3' NAILS EACHTPROVIDE TRUSS DIRECTLY
<br />(4) 0.131"0-
<br />IN LINE w BRACED WALL
<br />x 3' NAILS
<br />NAIL EACH TRUSS TO TOP PLATE PANEL FASTENED TO
<br />w. I3) 0.131 "0 x 3" TOENAILS PLATES w 0-131"O x 3"
<br />TOENAILS @ 6" O.G-
<br />FLOOR
<br />TRUSSES
<br />INTERIOR WALL INTERIOR WALL
<br />PERPENDICULAR TO FRAMING PARALLEL w' FRAMING
<br />BRACED WALL CONNECTION
<br />(FLOOR TRUSSES;
<br />SECTIONS SHOWN DEPICT CONNECTIONS CF BRACED WALL PANELS TO ROOF TRUSSES
<br />DETAILS SHOWN ABOVE ARE
<br />ABOVE. TO TRUSSES BLOCKING ABOVE. AND TO TRUSSESBLOCKING BELOW- THESE PANELS
<br />ALTERNATIVE CONNECTIONS TO BE
<br />ARE NOT NECESSARILY REOUIREO TO ALIGN. BUT MAY DEPENDING ON PLAN LAYOUT.
<br />USED WHEN BRACED WALL PANEL
<br />DOES NOT ALIGN WITH FRAMING.
<br />THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE 'MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.
<br />THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON
<br />GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.
<br />@ COPYRIGHT HANSON GROUP, LLC 2022
<br />LOADS
<br />ROOF LIVE LOAD: 35 PSF (SNOW)
<br />ROOF DEAD LOAD. 15 PSF
<br />FLOOR LIVE LOAD: 40 PSF
<br />FLOOR DEAD LOAD: 15 PSF
<br />WIND LOAD: 115 MPH ULTIMATE EXP. B
<br />CODE
<br />2020 MINNESOTA RESIDENTIAL CODE
<br />ABBREVIATIONS
<br />TYP. _ TYPICAL
<br />SIM. = SIMILAR
<br />U.N.Q. UNLESS NOTED OTHERWISE
<br />MIN. MINIMUM
<br />MAX. - MAXIMUM
<br />O.C. = ON CENTER
<br />0-14 - CONTINUOUS OVER
<br />SLOPE GRADE AWAY
<br />FROM FOUNDATION
<br />-1 II=I I F
<br />#4 VERT. BARS @ 24- -1
<br />4.C.�
<br />PROVIDE 2" RIGID
<br />INSULATION AT BASE
<br />OF WELL & UP SIDE
<br />& REAR WALLS
<br />BELOW GRADE
<br />#4 x 2•-0" DOWELS @ 24" O.0
<br />(5" MIN. EMBED) CENTERED IN WALL
<br />20'x 8' MIN. CONCRETE
<br />STRIP FOOTING UNDER
<br />WINDOW WELL WALLS
<br />a �
<br />2 WALL SECTION
<br />53 WINDOW WELL SIDE WALL
<br />(3) #4 HORIZ. BARS PLACED
<br />TIGHT AGAINST VERT. BARS
<br />JUST BELOW LEDGE
<br />TYP. VERT. BARS
<br />PER S 1 -S2
<br />DE
<br />10" MIN. C.I.P.
<br />CONCRETE WALL
<br />REFERENCE PLAN
<br />53 LOWER LEVEL PLAN SHOWN FOR
<br />LOCATION REFERENCE ONLY
<br />PLAN NOTES:
<br />• ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.
<br />(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.
<br />■ PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U-N.O-
<br />• SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.
<br />DESIGN SHOWN FOR 3 S3 RELIES ON CURED CONCRETE SLAB FOR
<br />TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OF
<br />BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE
<br />CONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEEL
<br />BRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETE
<br />WING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.
<br />SLAB -ON -GRADE - , 2" LEDGE
<br />PROVIDE GRANULAR MATERIAL
<br />FOR FILL BELOW SLAB s
<br />#4 x 5'-0" HOOKS
<br />@ 24" 0. C.
<br />#z HORIZ. BARS @ 24" O.C.
<br />MAX. ABOVE GRADE
<br />#4 x 2'-0" DOWELS @ 72" O.C.
<br />(5" MIN. EMBED) CENTERED IN WALL
<br />20' WIDE x 8" DEEP MIN.
<br />CONCRETE STRIP FOOTING
<br />(PROVIDE ADEQUATE
<br />FROST PROTECTION)
<br />C
<br />ra••a' � ^. '
<br />20'x 8" MIN. CONCRETE
<br />STRIP FOOTINGS TYP.
<br />UNDER ALL FOUNDATION
<br />WALLS @ GARAGE
<br />� I
<br />L
<br />t rrrrrw.-
<br />*eWrro.:
<br />low COC F •
<br />Sdk.ft. 9T1lA.
<br />hiemm gra
<br />0 o.n was
<br />ueor oae 4x w
<br />ra•+r "K rye
<br />i
<br />i
<br />r or r .awev �
<br />.r os r'arev I
<br />er,r wr rr. i I
<br />• m
<br />Nropaucv -- -- - ----- I
<br />care n0 t }
<br />. r -O I ",-e + rr-e
<br />8" MIN. G.I.P. O &
<br />CONCRETE WALL F o
<br />Ow
<br />2 x
<br />w
<br />III-7SLOPEGRADEAWAY
<br />FROM FOUNDATION
<br />z
<br />B" OR 10" C.I.P. 5
<br />CONCRETE WALL o
<br />v
<br />3 WALL SECTION
<br />S3 LOW GRADE FROST
<br />FOUNDATION WALL
<br />r
<br />D.F.P. Planning & Design
<br />9100 Baltimore St NE, Suite 106
<br />Blaine, MN 55449
<br />Revision Date Description
<br />PLANS SHCWN LIGHT IN BACKGROUND ARE FOR
<br />LOCATION REFERENCE ONLY. PLAN NOTES AND
<br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br />SUPPORT THE HANSON GROUP'S DESIGN.
<br />CONCRETE PAD FOOTING SCHEDULE
<br />� 8" MIN C.I.P.
<br />FOOTING SIZE
<br />CONCRETE WALL
<br />e
<br />2" TO HORIZ. BARS
<br />164
<br />NONE
<br />F2
<br />2'-6' x 2'-6' x 8"
<br />#4 HORIZ BARS 5C
<br />a
<br />F2 -ALTERNATE
<br />@ 24" G.C.
<br />NONE
<br />C?
<br />3-0" x T-0" x 12"
<br />as
<br />F4
<br />GRANULAR
<br />#5 BARS @ 12" O.C.
<br />-1, MATERIAL "?
<br />4'-4" x 4'-O" x 12"
<br />( SAND)
<br />7/7-7/7777777773
<br />20'x 8' MIN. CONCRETE
<br />STRIP FOOTING UNDER
<br />WINDOW WELL WALLS
<br />a �
<br />2 WALL SECTION
<br />53 WINDOW WELL SIDE WALL
<br />(3) #4 HORIZ. BARS PLACED
<br />TIGHT AGAINST VERT. BARS
<br />JUST BELOW LEDGE
<br />TYP. VERT. BARS
<br />PER S 1 -S2
<br />DE
<br />10" MIN. C.I.P.
<br />CONCRETE WALL
<br />REFERENCE PLAN
<br />53 LOWER LEVEL PLAN SHOWN FOR
<br />LOCATION REFERENCE ONLY
<br />PLAN NOTES:
<br />• ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.
<br />(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.
<br />■ PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U-N.O-
<br />• SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.
<br />DESIGN SHOWN FOR 3 S3 RELIES ON CURED CONCRETE SLAB FOR
<br />TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OF
<br />BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE
<br />CONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEEL
<br />BRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETE
<br />WING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.
<br />SLAB -ON -GRADE - , 2" LEDGE
<br />PROVIDE GRANULAR MATERIAL
<br />FOR FILL BELOW SLAB s
<br />#4 x 5'-0" HOOKS
<br />@ 24" 0. C.
<br />#z HORIZ. BARS @ 24" O.C.
<br />MAX. ABOVE GRADE
<br />#4 x 2'-0" DOWELS @ 72" O.C.
<br />(5" MIN. EMBED) CENTERED IN WALL
<br />20' WIDE x 8" DEEP MIN.
<br />CONCRETE STRIP FOOTING
<br />(PROVIDE ADEQUATE
<br />FROST PROTECTION)
<br />C
<br />ra••a' � ^. '
<br />20'x 8" MIN. CONCRETE
<br />STRIP FOOTINGS TYP.
<br />UNDER ALL FOUNDATION
<br />WALLS @ GARAGE
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<br />FROM FOUNDATION
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<br />B" OR 10" C.I.P. 5
<br />CONCRETE WALL o
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<br />3 WALL SECTION
<br />S3 LOW GRADE FROST
<br />FOUNDATION WALL
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<br />D.F.P. Planning & Design
<br />9100 Baltimore St NE, Suite 106
<br />Blaine, MN 55449
<br />Revision Date Description
<br />PLANS SHCWN LIGHT IN BACKGROUND ARE FOR
<br />LOCATION REFERENCE ONLY. PLAN NOTES AND
<br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br />SUPPORT THE HANSON GROUP'S DESIGN.
<br />CONCRETE PAD FOOTING SCHEDULE
<br />MARK
<br />FOOTING SIZE
<br />REINFORCEMENT EACH WAY
<br />F1
<br />2'-0" x 2'-0' x 8"
<br />NONE
<br />F2
<br />2'-6' x 2'-6' x 8"
<br />#5 BARS @ 12" O.C.
<br />F2 -ALTERNATE
<br />2'-6" x 2'-6" x 12"
<br />NONE
<br />F3
<br />3-0" x T-0" x 12"
<br />#5 BARS @ 12" O.C.
<br />F4
<br />3-6" x 3'-6" x 12"
<br />#5 BARS @ 12" O.C.
<br />F5
<br />4'-4" x 4'-O" x 12"
<br />#5 BARS @ 12" O.C.
<br />LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING
<br />BUILDER IS REQUIRED TO SEND FINAL TRUSS
<br />LAYOUT DRAWINGS TO THE HANSON GROUP
<br />PRIOR TO CONSTRUCTION FOR VERIFICATION OF
<br />LOAD PATHS AND FRAMING SIZES LISTED
<br />I hereby certify that this plan. specification or report
<br />was prepared by me or under my direct supervision
<br />and that I am a duly Licensed Professional Engineer
<br />under the laws of the State of Minnesota.
<br />Signed:
<br />Print Name: Nick Hanson
<br />Date: 11.15-22 License Number: 46665
<br />3407 Kilmer Lane North
<br />Suite 4
<br />Plymouth. MN 55441
<br />Tel 612-748-3572
<br />www.hansongroupmn.com
<br />Wunderlich Residence
<br />2726 Caroline Ave
<br />Orono, MN
<br />Project Number: 2.563
<br />Date: November 15. 2022
<br />Sheets: 1 of 3
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<br />DATE:
<br />11-3-22
<br />REVISIONS:
<br />11-10-22
<br />11-16-22
<br />3-31-23
<br />4-6-23
<br />4-10-23
<br />6-14-23
<br />DRAWN BY:
<br />JJ
<br />COMM. NO.
<br />222249
<br />SHEET NO.
<br />53
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