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PROJECT SCOPE FOUNDATION NOTES
<br /> DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM,AND SPORT 1. DRAIN TILE,DAMPPROOFING AND/OR WATERPROOFING,& CONSTRUCT RIGID SHEAR
<br /> COURT/STAIRWAY FOUNDATION WALLS FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS INSULATION.AS WELL AS THEIR INSTALLATION,ARE TO BE IN PANEL AS SHOWN IN 3/S2 Norton Homes
<br /> TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE,AND THE ACCORDANCE WITH THE CODE. I, ft.. 4.:;;T x 42K I 1
<br /> CODE. 2. INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLATE za.xa
<br /> AS WELL AS AN ANCHOR WITHIN 12'OF EACH END AS APPLICABLE. y 18215 45th Avenue N,Suite D
<br /> GENERAL NOTES 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. Plymouth,MN 55446
<br /> 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO HOUSE PLANS PREPARED PROVIDE 48"MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT 2 `e = I o - '
<br /> BY BEYOND ARCHITECTURE LAST DATED 2-20-1B FOR MORE INFORMATION. WALL CORNERS AND INTERSECTIONS. e 3 x na 1-" o Y •T TALL ALL FRAMINGALL BY SUPPLLERALL AS WS:
<br /> "-/ / • WALL FRAMING BY SUPPLIER
<br /> 2.THEE HANSON GROUPS ENGINEERING OFTH IE G TO THE ITEMS LISTED IN THE PROJECT 4. CARE ITBE TAKEN AINING BALL NG O MAINTAIN A PLUMB +1 i gL.,. - - - 3".` L. •EXTERIOR SHEATHING TO BE ES MIN.PLYWOOD/03B SHEATHING w/8d
<br /> SCOPE ABOVE.THE DESIGN OF THE REMAINING HOME. WALL ALIGNMENT.RETAINING WALL FOUNDATIONS RELY ON } .mac -_ NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT INTERMEDIATE SUPPORTS
<br /> 3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE SLAB-ON GRADE FOR LATERAL RESISTANCE.ADEQUATE e p q -e J .PROVIDE TOP OF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS
<br /> CONTRACTOR. TEMPORARY BRACING IS BY OTHERS UNTIL SLAB IS IN PLACE AND ,',',� •PROVIDE HOEDOWN ANCHORS AS NOTED BELOW Revision Date Desorption
<br /> 4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE FULLY CURED. BRACED (3-FTj 8V 3`q5 ; 1 -Lart .c-"- -
<br /> PROCEEDINGWITHWORK.NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5. BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION WALL LINE .= __`_/ '_
<br /> 5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. CHANGES.DO NOT JUMP FOOTINGS AT THESE LOCATIONS. e" T�-.
<br /> FRAMING NOTES MATERIALS ` ' 6d2 , ` _ - f i{
<br /> 1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CONCRETE FOOTINGS: F'=5,000 PSI @ 28 DAYS(OR 3.500 PSI -�I - °r_3 31.M_`5
<br /> CRITERIA,U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION WITH AN APPROVED ADMIXTURE THAT 'L',L ROOM �`: ^"` :-J
<br /> R602.10.4-WSP AND CSWSP PROVIDES A WATER AND VAPOR RESISTANCE - ' PROVIDE DOI�LEFIAQ-II{-E�GIjT5Tl�5 .yCOR7.y '
<br /> v.
<br /> A 2x6 STUDS SPACED @ 16.0.C.
<br /> B.EXTERIOR SHEATHING AT LEAST EQUIVALENT 705,000 PSI CONCRETE I I r -38 , O SIMCSIHQ1a SART ; '4Via'MIN.STRUCTURAL PANEL SHEATHING w/edNAILS@6'O.0 i':,,, ,-,.-A.%17:14
<br /> DDC WN CHOR9 R -�CONCRETE WALLS: F'c=3.500 PSI@28 DAYS -AT PANEL EDGES AND 12 0.C,AT INTERMEDIATE SUPPORTS OR 1�'16 GAUGE STAPLES@ 3"/6"SPACING. REINFORCING STEEL: ASTM A615 GRADE 60 ` -r 9kT79�IS SH�uNN IN OS2 TO BE LOCATED IN THE
<br /> 2.ALL INTERIOR WALLS ARE 70 BE CONSTRICTED IN ACCORDANCE WITH THE FOLLOWING AGGREGATE: FOOTINGS-1X"MAX b`-a' 28 =4 a FIELD AS REQUIRED AND
<br /> CRITERIA,U.N.O. WALLS/SLABS-Y."MAX ate- k i'; ALLOWED WITH SITE GRADE
<br /> ON-SITE SOIL: CLAY(GROUP III ASSUMED) 3.^_g �� "„r
<br /> W 244 OR 2z6 STUDS SPACED@16"O.C. --__ I!^1I i .�
<br /> 60 PSF/FT(ACTIVE) -- 3 " 5:!`!-L-1 -z-r
<br /> B.WALL SHEATHING:)0.MIN GYPSUM SHEATHING FASTENED TO FRAMING w/5d COOLER
<br /> yea= __ _ r ' y ,^r1� R �+- x'•- i
<br /> NAILSGRANULAR BACKFILL: SAND(GROUP I AS REQ'D) '•'
<br /> STUD MAX OR TYPE SM'WALLBOARD SCREWS @ 16'O.C.MAX.(W MINIMUM ) ""
<br /> STUD PENETRATION.) 'ye=35 PSF/FT(ACTIVE) ` / - U, I PLANS SHOWN LIGHT IN BACKGROUND ARE FOR
<br /> 3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. ALLOWABLE SOIL CONSTRUCT CANTILEVERED - t • r 5 j I, LOCATION REFERENCE ONLY.PLAN NOTES AND
<br /> A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24'0.C. BEARING PRESSURE: 2,000 PSF(ASSUMED) FOUNDATION AS SHOWN IN� _ - �•e 1' ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> B.FLOOR SHEATHING:34'STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6"O.0 AT PANEL WALL STUDS(10'OR LESS): SPF STUD GRADE OR BETTER 6/S1 ALONG STAIRWAY .,�"` \¢�7j' �
<br /> _ ,( SUPPORT THE HANSON GROUP'S DESIGN.
<br /> EDGES AND 12'O.C.AT INTERMEDIATE SUPPORTS. WALL STUDS(OVER 10'1: SPF NO.2 GRADE OR BETTER Y •'I-"''`` - --
<br /> 4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. LSL STUDS: IX"WIDTH-E=1,300,000 PSI OR BETTER YY\ \�.Tv4
<br /> A.ROOF FRAMING SPACED AT A MAXIMUM OF 24'O.C. DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER
<br /> B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT TREATED LUMBER: SYP NO.2 GRADE OR BETTER r '• � /-
<br /> AND(3)Rd TOENAILS. LSL BEAMS: 1%'WIDTH-E=1,550,000 PSI OR BETTER r LNEXCAVA'0T
<br /> C.ROOF SHEATHING:X'STRUCTURAL PANEL SHEATHING w/ed NAILS @6"O.0 AT PANEL LVL: 1);'WIDTH-E=1.900.000 PSI OR BETTER s-- .-` i"
<br /> EDGES AND 12'0.C.AT INTERMEDIATE SUPPORTS OR1X"16 GAUGE STAPLES @3'/6" _ :
<br /> SPACING. LOADS _. U r'
<br /> •C> .'':
<br /> 5.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24"AND FASTEN ROOF LIVE LOAD: 35 PSF(SNOW) I;; .,:8X P`JF TED • •')1 - " ,1; I
<br /> TOGETHER WITH(8)184 NAILS IN LAP ZONE.AT CORNERS AND INTERSECTIONS,LAP ROOF DEAD LOAD 15 PSF BRACED (C.5-FTXRnS 'a 3r,5IQ.5-FT) I.
<br /> PLATES AND PROVIDE(2)10d FACE NAILS. FLOOR LIVE LOAD: 40 PSF CWA1 LINE) �""""'"i""`a""-- r�
<br /> 6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE FLOOR DEAD LOAD: 15 PSF REFERENCE PLAN e 14
<br /> 8802.3)1). WIND LOAD: 90 MPH EXP.B ® PARTIAL LOWER LEVEL PLAN SHOWN c
<br /> 7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY THE SUPPLIER. FOR LOCATION REFERENCE ONLY --
<br /> 8.DECK AND ENTRY PORCH ARE PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE CODES PROVIDE TOP&BOTTOM OF WALL A<
<br /> EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME.PROVIDE UPLIFT 2015 MINNESOTA RESIDENTIAL CODE - - m_.
<br /> AND LEDGER TENSION CONNECTIONS PER CODE. CONSTRUCT RIGID SHEAR ? L}I'e.
<br /> PANEL AS SHOWN IN 3/S2 CONNECTIONS SHOWN FOR �' �/
<br /> BRACED WALL PANELS ALONG
<br /> I 27'. f I -I- INDICATED PORTION OF WALL 2 .�_
<br /> '2 _BiEfe` (4-FT) L (4-FT) _:.(35-FT)._:_
<br /> g� , ��f
<br /> PROVIDE TOP&BOTTOM OF WALL - ___-- IG .;=,r,--0 ---m5- ';s f -
<br /> 3yyyggg /
<br /> CONNECTIONS SHOWN FOR mI `-, r ,v
<br /> BRACED WALL PANELS ALONG = v„ : i SEE 1/S1 FOR TALL ' ice. -...
<br /> INDICATED PORTION OF WALL a ,.. . SHEARWALL INFO TL
<br /> / !?"= ,t -1 BT4ge O - 13t5-FTI (3-Fr) 1ez4r.X ;:x + ;/ `
<br /> sa ..� ,;,==:41.;","-',-.;":". I v -
<br /> (MIN.LENGTH) •R.nl_ 'T• :14 a - - t _...
<br /> ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/FRAMING NOTE 1. - -- _ -
<br /> PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. IN = -I FLEX�/o 5 v ' ..2__"-13-j.-4a, S - 'r e' I L,
<br /> m f
<br /> ux* .-A
<br /> - -__. . . 24 2a. 3i
<br /> 3
<br /> 1 '' '.- q -'=•s4'` -}ppr{T5 CONSTRUCT SHEARWALL _
<br /> (MIN.LENGTH) I�.. . 1';"e, J.•t -e� :.. COURT - _ ST AS SHOWN IN 4/52 .� _.. a •A ,.r• -< ...
<br /> ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED I� Y":1.-;.-S - - n. L r 4 r g _ " - /h -
<br /> IN FRAMING NOTE 2,SPACED AT 4"O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. _- ^�` - �r - _ ' ''°
<br /> 1. ✓RAN 1 3
<br /> I I-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. • _7in '' 7 R` 4 _, _ 2a `
<br /> ®tea I g
<br /> CONSTRUCT SHEARWALL 'T - ":re. ! 5-FT
<br /> REPRESENTS ROOF TRUSSES AS SHOWN IN 4/S2 '• - g R _ I s' ;a,- _ IN (awl T17�
<br /> FIGURE FASTENED TO PLATES -
<br /> R602.10.8.2(3) • w/(3)Btl TOENAILS& ROOF TRUSS FLAT 246 @ 24"O.C. I , ¢+/ - I _£
<br /> I] SIMPSON H2.5 CLIP MIN.(31 PER BRACED -1 - _ _ PROVIDE TOP OF WALL �� ""- �•'•
<br /> _ ( 3-FT) (28-
<br /> ..r FASTENED TO ( I I I SI I
<br /> FRAME 2x4BOX PLATES w/8d WALL PANEL) -m ,/ ...,/!'"v!,1---; CONNECTIONS SHOWN FOR
<br /> AROUND SPACE 244 BLOCKING
<br /> e BETWEEN TOENAILS@ ROOF -- '- _ : BRACED WALL PANELS ALONG ® REFERENCE PLAN
<br /> BETWEEN TRUSS w/ INDICATED PORTION OF WALL
<br /> SAME SHEATHING TRUSSES NAILED 6" . . TRUSSES 6
<br /> AND FASTENING AS TO TOP PLATES w/ ' u : UPPER LEVEL PLAN SHOWN FOR
<br /> WALL BELOW (3)8d NAILS EACH R f I (3-FT
<br /> NAIL BOTTOM -111- /•" 1' (%EE LOCATION REFERENCE ONLY
<br /> R
<br /> (OR REPLACE w/ ��1yyy//////��/,,!,,,I1I1I1 PLATE TO •®rI.
<br /> 1 -- -
<br /> ADEQLIATEDEPTH LADDER TRUSS (4)0.131'0 ��� SIMPSON "• •• v*-.xa
<br /> 2x MEMBER) NAIL BOTTOM w/(3)16d NAILS x 3'NAILS
<br /> PLATE TO RIBBON A35 PROVIDE TOP OF WALL
<br /> �_� EVERY 16" FRAMING CONNECTIONS SHOWN FOR m V FRAME WALL ABOVE
<br /> p12x a)..WOOD BRACE/TRUSS wI BRACEDCONSTRLIC PORTN r/"O x 10'LONG ANCHOR (USE 248 PLATE w/
<br /> SCREWS @ 16'0.C. (3)16d NAILS ■ ■ WALL PANEL •}'.. ANGLE BRACED WALL PANELS ALONG ............ .$..k...... 4r FRAMLAS SHOWN IN 5/S2 ei
<br /> 11 _.• BOLTS(7'MIN.EMBED) 1 MAX
<br /> INSTALLED IN _ EVERY 16" EACH END INDICATED PORTION OF WALL 1r\ �" OVERHANG)
<br /> ADDITION TO NAILS ••, L-L 1 - u-'qt- @ 48'O.C.MAX OR EQUIV.
<br /> (UPPER LEVEL NAIL EACH TRUSS % NAIL LADDER BRACED WALL CONNECTION s y..r_f.:ia SLOPE GRADE AWAY
<br /> TRUSS TO TOP ) 6" FROM FOUNDATION
<br /> TRUSS BEARING e TO TOP PLATES w/ e (ROOF TRUSSES
<br /> PLATES w/Bd
<br /> WALLS ONLY) (3(84 TOENAILSMIN.
<br /> NAILS @ 6"O.C. FLOOR IT C.I.P.CONCRETE WALL` _ _ I hereby Certify that trim plan,specification or report
<br /> EXTERIOR BEARING WALL EXTERIOR NON-REARING WALL TRUSSES ® REFERENCE PLAN \ -III-I(I_-III was prepared by me or under my direct al Engineer 10311_11/1 I a4 HORIZ.BARS @ 24"O.C. C -III- and that I am a duly Licensed Professional Engineer
<br /> 2x4 BLOCKING L"'� MAIN LEVEL PLAN SHOWN FOR I-I
<br /> BETWEEN PROVIDE TRUSS (4)0.131"0 LOCATION REFERENCE ONLY _III / under the laws of the Shot Minnesota.
<br /> DIRECTLY IN LINE VERTICAL BAR OPTIONS: I Signed ;'� � �L
<br /> (3)8dNS PLATES US BRACEDT WALL z3'NAILS �a5&I FRAME WALL ABOVE BY SUPPLIER A
<br /> TO TOP w/ q� FRAME WALL ABOVE as BARS@24"O.C. /I2 Print Name: Ryan Mach
<br /> (3)Bd NAILS EACH PANEL FASTENED BRACED �:•
<br /> SIMPSON
<br /> TO PLATES w/8c1 WALL PANEL •• (USE 2x8 PLATE w/ OR#5 BARS @36'O.C.
<br /> •
<br /> TOENAILS@6"O.C. LTP4 Xz'0 x 10'LONG ANCHOR 1Xz'MAX.OVERHANG) /
<br /> FLAT 2x6 @ 24"D.C. FRAMING BOLTS(7'MIN.EMBED) l t
<br /> (MIN.(3)PER BRACED PLATE @ 48"O.C.MAX ( Date: 3-13-18 License Number: 46673
<br /> FRAME WALL ABOVE BY SUPPLIER 5-0"HOOK OPTIONS: `t00Y GRANULAR
<br /> WALL PANEL) EACH END SLOPE GRADE AWAY m aS HOOKS@ 18"O.C.OR
<br /> NAIL BOTTOM PLATE FLAT 2x6 @ 24"O.C. SIMPSON 6. FROM FOUNDATION #4 HORIZ.BAR AT )3'0 x 10'LONG ANCHOR a6 HOOKS @ 24.0.C.
<br /> OR GRAVEL
<br /> NAIL BOTTOM PLATE a II MIN. BACKFILL
<br /> TO BLOCKING w/(3) TO BLOCKING w/(3) (MIN.(3)PER BRACED LTP4 - TOP OF WALL BOLTS(7"MIN.EMBED) mwl6"CLAY
<br /> 16d NAILS EVERY 16' WALL PANEL) FRAMING a4 HORIZ.BAR @ 48'O.C.MAX OR EQUIV.
<br /> 16tl NAILS EVERY 16' -III SLAB-ON-GRADE CAP LINE OF
<br /> PLATE @TOP OF WALL j' GRANULAR
<br /> BRACED EACH END 40 III- a4 z 2'-0'DOWELS(S MIN. 6 84 BARS @ END& 4 BACKFILL
<br /> PROVIDE FULL DEPTH 6"C.I.P. C• MIN.
<br /> 1� BLOCKING BETWEEN PROVIDE TRUSS WALL PANEL A� EMBED)CENTERED IN WALL _ - REQUIREMENTS
<br /> CONCRETE 24'O.C.DOWELS MUST I I_I IIIBEND OF HOOK /
<br /> TRUSSES NAILED TO DIRECTLY IN LINE �::� �iM' WALL @ O. / 3407 Kilmer Lane North
<br /> l� w/BRACED WALL (4)0.131'0 .�., m BE WET SET OR DRILLED I- B"THICK C.I.P.
<br /> Suite
<br /> TOP PLATES w/(31 ed
<br /> NAILS EACH PANEL FASTENED x 3"NAILS ... AND EPDXY GROUTED "Ti III- SLOPE GRADE CONCRETE FOOTING 1'-4" 2'TO VERT.BARS&HOOKS Plymouth,MN 55441
<br /> TO PLATES w/etl •' SLAB-ON-GRADE a"MIN.C,I.P, ymou
<br /> I® FLOr�-,u, AWAY FROM /� Tel ongrea-708.3572
<br /> NAIL EACH TRUSS TO TOENAILS @ 6'O.C. LOOR��I 20'MIN.WIDE x 81 MIN. CONCRETE WALL FOUNDATION ': . www.hanaongroupmn.rnm
<br /> TOP PLATE w/(3)8d TRUSSES THICK CONCRETE FOOTING
<br /> •• TOENAILS CENTERED UNDER WALL SLAB -GRADE...
<br /> a4 x 2'-0'DOWELS @ 72"O.C. 20'WIDE z 8' '
<br /> INTERIOR BEARING WALL INTERIOR NON-BEARING WALL BRACED WALL CONNECTIONMil (5"MIN.EMBED) DEEP MIN. 4
<br /> CONCRETE L -0" <
<br /> (FLOOR TRUSSES) STRIP FOOTING # i Lakeview Model
<br /> SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE.TO DETAILS SHOWN ABOVE ARE MII
<br /> JOISTS/TRUSSES/BLOCKING ABOVE.AND TO JOISTS/TRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT ALTERNATIVE CONNECTIONS TO BE e WALL SECTION WALL SECTION 4745 Augusta Street
<br /> NECESSARILY REQUIRED TO ALIGN.BUT MAY DEPENDING ON PLAN LAYOUT. USED WHEN BRACED WALL PANEL
<br /> DOES NOT ALIGN WITH FRAMING. LOOKOUT FOUNDATION WALL ® WALL SECTION RETAINING WALL TYPE Orono,MN
<br /> TO BE LOCATED IN THE FIELD FOUNDATION WALL
<br /> THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE"MAIN WINDFORCE RESISTING SYSTEM'FOR THE ENTIRE RESIDENTIAL STRUCTURE. AS REQUIRED AND ALLOWED WALKOUT WALL TYPE SPORT AT STAIRWAY
<br /> THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON WITH SITE GRADE COURT FOUNDATION WALL
<br /> GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.
<br /> Project Number 8.038 ^
<br /> Date: March 13,2018 J`
<br /> Sheets: 1 of 2
<br /> ©COPYRIGHT HANSON GROUP,LLC 2018
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