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PROJECT SCOPE
<br /> DESIGN OF CAST-IN-PLACE CONCRETE,STEEL.AND WOOD FRAMING FOR A PROPOSED RESIDENCE.CONSTRUCTION IS
<br /> TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS,STANDARD INDUSTRY PRACTICE,AND THE REQUIREMENTS OF Highma rk Builders
<br /> THE CODE,
<br /> GENERAL NOTES 5Y°x11
<br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO HOUSE PLANS PREPARED BY TRITCH DESIGN TREATED GLU-LAM -_' Fl• ' AT LOWER LEVEL HATCHED'- '" INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING
<br /> f- WALLS ADJACENT MEDIA ROOM. (MIN.LENGTH) BOTH FACES w/5d COOLER NAILS OR TYPE SNJWALLBOARD SCREWS 8720 Eagle Creek Parkway
<br /> DATED 8-30-17 FOR MORE INFORMATION. I
<br /> 2. IT IS THE RESPONSIBILITY VI THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGESST THE IOHANSONAND Ft.'<1_J L PROVIDE MMI.18 FOOT LENGTH - FA MINIMUM STUD PENETRATION)@ 4.O.C,PROVIDE INCREASED Savage,M N 55378
<br /> GROUP FOR REVIEW.PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION AND r _-r' OF WALT SHEATHED w/PLYWOOD GYP FA ITE ANG.SHEATH
<br /> AS SHOWN BELOW(GS ALTERNATIVE TO
<br /> MATERIAL ACQUISITION. 2 x 10's @ 16"O.C. F1"t OR OSB ON ONE SIDE PER GYP FASTENING.SHEATH ONE SIDE PER FRAMING NOTE 6)
<br /> 3, ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. DOUBLE UP AT NON-BRG L- -J F': FRAMING NOTE 6 w/TOP AND
<br /> SIDES OF DECK AND ALL
<br /> 4, CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH , r BOTTOM OF WALL CONNECTIONS
<br /> SIDES OF LANDINGSSHOWN IN DETAILS AT UPPER IS 2x4 BLOCKING FLAT 2x6 @ 24"O.C.
<br /> WORK.NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. Revision Date Description
<br /> S. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. Fl•i `1 Fl" RIGHT CORNER OF THIS SHEET n O FLOOR TRUSS CANT BETWEEN (MIN.(3)PER BRACED
<br /> L__.1 L p BY SUPPLIER TVP, TRUSSES NAILED WALL PANEL)
<br /> FOUNDATION NOTES i -. I `<l - R./-+.::. 4 3 TO TOP PLATES w/
<br /> 1, DRAIN TILE,DAMPPROOFING AND/OR WATERPROOFING,8 INSULATION.AS WELL AS THEIR INSTALLATION,ARE TO f BRG AT INTERMEDIATE (3)84 NAILS EACH
<br /> OOF
<br /> BE IN ACCORDANCE WITH THE CODE. F1`t di 11 206(3) TRUSSES
<br /> 5)ED 135 - I � -„„. MULLS w/HEADER
<br /> 2, INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLATE ASW WELL AS AN ANCHOR WITHIN 12 OF EACH TREATED GLU-LAM S� R IIr CONTINUOUS OVER TYP.AT rr\ NAIL BOTTOM PLATE
<br /> END AS APPLICABLE. -' ' I TO BLOCKING w/(3) jljIii.
<br /> 3, BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 46 BAR DIAMETERS.PROVIDE 48'MATCHING HOOK BARS FOR ALL -O 2 ! r-O (2)9y'LVL {Jl ,
<br /> .-F g ! ,, _ 'n 16d NAILS EVERY 16" NMI
<br /> HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. w E' a=J V \ : (4)0.131"0 SIMPSON
<br /> 4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT, Sv'yi r'A III (3)16-LVL OR L J F7/""+ ,; x 3"NAILS U35
<br /> 5, BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH(4'-0' O O WBo28: F3 '"r : PROVIDE FULL DEPTH FRAMING
<br /> MINIMUM). 4.•BRG TYP ^ I_ BLOCKING BETWEEN BRACED ••
<br /> 2x12's@16'O.C.- " < WALL PANEL �'�) ANGLE
<br /> 6. PRIOR TO BACKFILLING,HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT CANT OVER BEAM l F1" 'I 5Y x PSL BRG , \ �(� TRUSSES NAILED TO EACH END
<br /> TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING. AT END WALL I •II THIS END •
<br /> TOP PLATES w/(3)Btl
<br /> 7, SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. - 5y x.13y !) SEE FRAMING FLQ„Ofi TRUSS SPAN ,. NAILS EACH BRACED WALL CONNECTION
<br /> NOTE 16 �BY SUPPLIER TVP. - (ROOF TRUSSES)
<br /> 'i
<br /> x POSTS AT DECK !� _
<br /> 6 6 OSS C TREATED r- :� NAIL EACH TRUSS TO
<br /> FRAMING NOTES SCREENED PORCH GLU-LAM 'r- _ PLANS SHOWN LIGHT IN BACKGROUND ARE FOR
<br /> II - CONTINUE BRG u ) ! TOP PLATE w/(3)8d
<br /> 1. ALL HEADERS ARE TO BE MINIMUM(2)2x10 LUMBER UNLESS NOTED OTHERWISE,(2)2x10 MEMBERS SHOWN MAY SUPPORTS w/STANDARD 12)2 10; FLOOR LOCATION REFERENCE ONLY.PLAN NOTES AND
<br /> BE SUBSTITUTED WITH(2)1x/.'x 7+'Y:LVL OR(3)1".'x 5Y'LVL AS REQUIRED, POST CAP TOP 8 BASE I. FROM ABOVE TYP, ..__.+) TOENAILS TRUSSES ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> 2. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AT BOTTOM TYP. - INTERIOR BEARING WALL ^I SUPPORT THE HANSON GROUP'S DESIGN.
<br /> AND TWO AT INTERMEDIATE SUPPORTS ALL 2-PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A -„AA x Sy PSL ERG (3)2x6 BRG I t- ��tira����
<br /> THIS END THIS END
<br /> MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS,3-PLY MEMBERS ARE TO FASTEN LEDGER w/(3) b--' PROVIDE TRUSS (q)0.131'0
<br /> HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS.ADDITIONAL LEDGERLOK OR EQUIVALENT •.LEE FfiAMING ,-
<br /> NOTE,16 DIRECTLY IN LINE z3'NAILS ••••
<br /> BEARING STUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER.ALL BEARING ABOVE FASTENERS AT 16"O.C.MAX.- I,+ - (3)18'LVL OR w/BRACED WALL �'
<br /> c ••
<br /> IS UNLESS NOTED OTHERWISE ON PLANS,TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND PROVIDE CODE REO'D TENSION,'" f W 70x30 -�
<br /> I rr PANEL FASTENED BRACED
<br /> SUPPORT REQUIREMENTS. CONNECTIONS EACH END -+' L�. _±,,..,_ :( TO PLATES w/8tl WALL PANEL ::•::•.4 SIMPSON
<br /> 3. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.EXTERIOR -- F3 TOENAILS @ 6"O.C.
<br /> LTP4
<br /> OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT I FZ FZ I © FLAT 2x6 @ 24.0.C. FRAMING
<br /> 2)2 10(2)2x10
<br /> EACH END,EXCEPT AT TALL WALLS AS NOTED,EXTERIOR OPENINGS GREATER THAN TEN FEET IN WIDTH ARE TO JL .R -__ter ® (MIN.(3)PER BRACED PLATE
<br /> HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END,EXCEPT AT TALL WALLS AS NOTED.FOR % o z-t - ( 1, WALL PANEL) EACH END
<br /> ( -- TYP.
<br /> CONTINUOUS BEAM CONDITIONS,SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE y. _'! • FLAT 2x6 @ 24'O.C. SIMPSON
<br /> HEADER. 1_ _. I HOUSE NAIL BOTTOM PLATE
<br /> 4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON.USP OR EQUAL JOIST HANGERS,CLIPS POST © I -r NON-BRG TO BLOCKING w/(3) (MIN.(3)PER BRACED LTP4
<br /> CAPS,AND POST BASES. -' 16d NAILS EVERY 16' WALL PANEL) FRAMING
<br /> PLATE
<br /> 5, CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. 09 q® ^ I I 20 WIDE 8 DEEP CONCRETE EACH END
<br /> 6, ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O.,WHICH '° 'q �� x PROVIDE TRUSS WALL PANED
<br /> qOW�' J STRIP FOOTING AT INTERIOR TYP. DIRECTLY IN LINE L •""•
<br /> MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 WSP AND C5-WSP. S�,F
<br /> A. 2x6 STUDS SPACED @ 16-O.C. ( w/BRACED WALL
<br /> PANEL FASTENED )0.131"0 ��I
<br /> B. WALL SHEATHING:%s--MIN STRUCTURAL PANEL SHEATHING w/8tl NAILS @ 6 O.0 AT PANEL EDGES AND 12' ,` (I GIRDER TRUSS a® B TO PIA7ES w/8tl (x 3 NAILS�� '
<br /> O.C.AT INTERMEDIATE SUPPORTS ORIX"IA GAUGE STAPLES 3'/6'SPACING. :51,,!,
<br /> m 1 :rl
<br /> @ a N O ( BY SUPPLIER A pLL HEADERS TO BE TOENAILS @ 6'O.C.
<br /> ]. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O. - ''"-Vp:'� j 2 2 x 10 U.N.O. �I
<br /> A. 2x4 OR 2x6 STUDS SPACED @ 16"0.C. '/ �Ox m! j' -- () tFLOOR
<br /> - SEE FRAMING NOTES 1-3
<br /> B. WALL SHEATHING:X"MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5d COOLER NAILS @ 8"0.C,MAX, I=11 ON 51 FOR MORE INFO- INTERIOR NON-BEARING WALL TRUSSES
<br /> OR TYPE S/W WALLBOARD SCREWS @ 16"O.C.MAX.(5'MINIMUM STUD PENETRATION) ............._ + ADDITIONAL STOOP BEARING FOR HEADERS
<br /> "°t: / RETURN WALL AND BEAMS ONLY
<br /> B. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA ! -- BRACED WALL CONNECTION
<br /> A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24'O.C. - SECTIONS SHOWN DEPICT CONNECTIONS OF
<br /> B. FLOOR SHEATHING: "STRUCTURAL PANEL SHEATHING w/8tl NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C. FZ RECOMMENDED DUE NOTED ON PLAN WHEN (FLOOR TRUSSES)
<br /> BRACED WALL PANELS TO ROOF TRUSSES ABOVE,
<br /> TO LENGTH OF STOOP EXCEEDING FRAMING TO JOISTS/TRUSSES/BLOCKING ABOVE.AND TO DETAILS SHOWN ABOVE ARE
<br /> AT INTERMEDIATE SUPPORTS, ` STOOP FOOTINGS TO NOTE REQUIREMENTS JOISTS/TRUSSES+BLOCKING BELOW.THESE
<br /> 9, ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA ' / MATCH HOUSE FOOTING ALTERNATIVE CONNECTIONS TO BE
<br /> A. ROOF FRAMING SPACED AT A MAXIMUM OF 24.0.C. DEPTH AT FRONTPANELS ARE NOT NECESSARILY REQUIRED TO USED WHEN BRACED WALL PANEL
<br /> B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2.5 CLIPS OR EQUIVALENT AND(3) HOUSE-REINFORCE CONCRETE PAD FOOTING SCHEDULE ALIGN.BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING.
<br /> ed TOENAILS, SIMILAR TO 3/S2 MARK FOOTING SIZE REINFORCEMENT EACH WAY
<br /> C. ROOF SHEATHING:15 MIN,STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6"O.0 AT PANEL EDGES AND 12"Q.C. -
<br /> AT INTERMEDIATE SUPPORTS OR 1X'16 GAUGE STAPLES @3"I6"SPACING. L:%", ==- F1• 2'-2-x2'-2-x 0'A" NONE.....
<br /> D. PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS FOR PERIMETER ROOF SHEATHING F2 2'-6'x 2-0'x 1'-0' NONE
<br /> NAILING OR TOP AND BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6. "„-
<br /> 10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.AT OVERHANGING F3 3'-0'x 3'-0'z 1'-0' 45 BARS @ 12'O.C.
<br /> PLATES,PROVIDE 2 x 8 SQUASH BLOCKING BELOW BEARING LOADS, ® REFER ENC E PIAN 'PADS MAY BE 20'O SONO-TUBE AT Fl BEVELED TO 30'0
<br /> 11. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. LOWER LEVEL PLAN SHOWN FOR SONO-TUBE AT BASE
<br /> 12. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH''/d DIAMETER BOLTS STAGGERED LOCATION REFERENCE ONLY -PAD OPTION TO HAVE SQUARE PIER TO GRADE
<br /> EACH SIDE OF WEB AT 48"ON CENTER MAX.WIDTH TO MATCH BEAM.INCREASE PLATE THICKNESS AS REQUIRED -_
<br /> FOR TOP FLANGE HANGERS.BEAM TOP FLANGE/PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT48"O.C. S0'FROST PROTECTION RECOMMENDED TO BOTTOM OF
<br /> MAX AND AT ENDS TVP, FOOTINGS AT ISOLATED PORCH AND DECK FOOTINGS
<br /> 13. FOR JOIST TO FLUSH STEEL BEAM CONNECTIONS.BLOCK WEB SPACE SOLID wI LUMBER TIGHT BETWEEN FLANGES
<br /> AND BOLT THROUGH WEB w/5.0 BOLTS AT 24'O,C,STAGGERED.HANGER JOISTS BY SUPPLIER, 6 x 6 POSTS AT PORCH
<br /> 14. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). SUPPORTS wl STANDARD (1)2x6 BRG STUD AND(3)2x6 LSL KING STUDS
<br /> 15. ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING I POST CAP TOP 8 BASE -- .... FULL HEIGHT TO BOTTOM OF VAULTED GABLE
<br /> GYP BOARD AS NOTED ABOVE(12'O.C,MAX.AT EXTERIOR AND 16"0.C.MAX.AT INTERIOR), AT BOTTOM --= V V j TRUSS EACH END OF GREAT ROOM WINDOWS
<br /> 16. CUT PSL POSTS TO FIT.DO NOT BLOCK WITH WOOD PLATE MATERIAL,CRUSHING WOULD OCCUR.FASTEN STEEL e _
<br /> BEAMS TO PSL POSTS w/(2)X,"x 6'STRUCTURAL WOOD SCREWS.AT BOTTOM,PAL TO BEAR DIRECTLY ON LL / r
<br /> CONCRETE.IF UNTREATED.WRAP BOTTOM w/MEMBRANE. / 1* ; (2)915'LVL rv/ V (3)2x6 BRG
<br /> 17. IT IS THE OPINION OF THE HANSON GROUP THAT ENTRY PORCH.SCREENED PORCH,AND DECK ARE PRIMARILY 2x6 LSL PLATE �'✓� THIS END ,
<br /> I
<br /> OPEN.NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING -' VE qND BELOW r CHIMNEY CONSTRUCTION ABOVE-THE FOLLOWING GENERAL
<br /> SYSTEM OF THE HOME,PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS AND TENSION CONNECTIONS i - -' - /t' -"- GUIDELINES APPLY:
<br /> AT LEDGERS,IF CITY OR CONTRACTOR REQUIRE A RIGID DESIGN AT THESE LOCATIONS,NOTIFY THE HANSON (4)2x6 TOTAL) 1.! ' V - (4)2x6 TOTAL •FRAME w/CONTINUOUS 2x6 LSL MATERIAL
<br /> GROUP. �i - BRG THIS END I BRG THIS END •PROVIDE(2)PLATES AT TOP OF CHIMNEY LAPPED AT CORNERS
<br /> 16. A BRACED WALL REVIEW HAS BEEN PERFORMED.DUE TO FULL ENGINEERING PROVIDED.EXTERIOR BRACED ^ - 2x4 BRG WALL THIS. x •SUPPORT ON TWO SHORT SIDES w/GTs BY SUPPLIER
<br /> WALLS ARE NOT SHOWN FOR CLARITY,BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS SIDE OF GREAT ROOM "+°- - -
<br /> I ''� •SUPPORT ON ONE LONG SIDE rvI GT SHOWN BY SUPPLIER
<br /> NOTED ABOVE.INTERIOR BRACED WALL ELEMENT LOCATIONS AND CONNECTIONS ARE SHOWN IN THESE J a ' _ S- I •SUPPORT ON REMAINING LONG SIDE w/(3)75"LVL BLOCKING
<br /> DRAWINGS,AS WELL AS ENGINEERED WIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE [ I {_ SPANNING BETWEEN GT BOTTOM CHORDS BUILDER IS REQUIRED TO SEND FINAL TRUSS •
<br /> REQUIREMENTS, , _ ,
<br /> •SHEATH ALL SIDES FULL HEIGHT WITH 5"PLYWOOD BLOCKED
<br /> - LAYOUT DRAWINGS TO THE HANSON GROUP
<br /> I ::-r- AT JOINTS AND NAILED w/4:12 NAILING PATTERN-CONTINUE
<br /> MATERIALS I PRIOR TO CONSTRUCTION FOR VERIFICATION OF
<br /> '__. SHEATHING ALL SIDES TO BOTTOM CHORDS OF TRUSSES
<br /> @ (ORAT HATCHED WALL LENGTHS -"" (---- 2 `�' ',' LOAD PATHS AND FRAMING SIZES LISTED
<br /> CONCRETE FOOTINGS: Ey-5.000 PSI 28 DAYS 3,500 PSI WITH AN APPROVED ADMIXTURE I r •BRACE LATERALLY AT ROOF TOP AND BOTTOM CHORDS w/
<br /> THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO NOTED,PROVIDE INTERIOR ice ; SIGNIFICANT BLOCKING.BRACING,AND STRAPPING TO
<br /> •
<br /> 5.000 PSI CONCRETE BRACED WALLS w/TOP AND I' I ", ,, _ ( ADJACENT TRUSSES AT EACH SIDE OF CHIMNEY FOR SUPPORT
<br /> CONCRETE WALLS: Ft-3,500 PSI @ 28 DAYS BOTTOM OF WALL CONNECTIONS ..,.c. v _ IN ALL DIRECTIONS I hereby certify that this plan,specification or report
<br /> REINFORCING STEEL: ASTM A615 GRADE 60 AND INCREASED GYP-BOARD • ,.+ \ I / was prepared by me or under my direct supervision
<br /> `u+ _ •FASTEN WALLS TO GTS AND LVL BELOW WITH 3�-0x6"GRK RSS
<br /> STRUCTURAL STEEL: ANGLES/MISC-ASTM A36(Fy=36KSI) FASTENING AS SHOWN IN ,y .r "' / o - STRUCTURAL WOOD SCREWS @ 8.O,C,IN ADDITION TO and that I am a duly Licensed Professional Engineer
<br /> TUBES-ASTM A500 Gr.B(Fy=46 KSI) DETAILS AT UPPER RIGHT � T j \ STRAPPING under the laws of the Slake of pi ne5ota.
<br /> W SECTIONS-ASTM 6552(Fy=50 KSI) CORNER OF THIS SHEET A -- RI. •NOTES REPRESENT A GUIDELINE ONLY,ON-SITE''\f
<br /> AGGREGATE: FOOTINGS-134'MAX • " I I _ DETERMINATION OF EXACT FRAMING AND SUPPORT SYSTEMS Signed'
<br /> WALLS/SLABS-�"MAX -s,' - ,> -4)2x6 INTERIOR '" TO BE DETERMINED BY THE CONTRACTOR AND SUPPLIER
<br /> ON-SITE SOIL: SAND-CLAY(GROUP II)ASSUMED r' - I At ___
<br /> GT BRG= Print Name: Trevo Amer
<br /> IF PREDOMINATELY CLAY SOILS ARE FOUND,BACKFILL w/SAND FULL HEIGHT: -*' )I- - `' \
<br /> Y'°-45 PSF/FT(ACTIVE) SEE 5/S2 FOR GABLE I - I- r-1, ;
<br /> BACKFILL SOIL: SAND(GROUP I)TO BE USED WHERE NOTED: END KICKERS - - ): p, ,,,_-- ___i Date: 9-8-17 License Number: 45470
<br /> r-30 PSFIFT(ACTIVE) TVP.AT ALL GABLE ENDS -�; \ I F"' I •
<br /> „ 'yR O I '
<br /> WALL STUDS(10'OR LESS): SPF STUD GRADE OR BETTER \ `� )BYs I - w p (2_.1 I �_,yEr /
<br /> WALL STUDS(OVER 10')' SPF NO.2 GRADE OR BETTER ` )Y7 '
<br /> _in
<br /> DIMENSIONAL LUMBER SPF N0.2 GRADE OR BETTER / \, " v.,�, LVL / ' (3)11h-LVL + +'LV0 ,•� I+' (3)2x6 BRG AT INTERMEDIATE
<br /> 0 MULLS wI HEADER
<br /> TREATED LUMBER: SYP NO2 GRADE OR BETTER / \ X ` : i :07*
<br /> 7,. I CONTINUOUS OVER TYP.AT/1 ,u
<br /> TREATED GLULAM: SYP 24FV4 '\.,. < (--- F' J
<br /> I r
<br /> •
<br /> LVL' 15-WIDTH Fb-2600 PSIFv.285PSI,E.1,900,000PSI C. 12)51LV5•3 .. --
<br /> PAL: Fb-2400 PSL Fc-2500 PSL E-1,800,000 PSI .�� '. 'OJr "
<br /> LSL STUDS: Fb-1700 PSL E-1,300,000 PSI / GIRDER TR�155 Ya' o"� `' 3457 Kimer Lane North
<br /> LSL BEAMS: 15-WIDTH Fb-2325 PSI,E-1,550,000 PSI /2 BY SUPPLIER" x VU " "' Suite 4
<br /> ALLOWABLE SOIL frT / TYP. - / v
<br /> BEARING PRESSURE: 2,000 PSF(ASSUMED) '5;4'''+'-!,4 / „w[ / E l (1)2x6 BRG PER HEADER AND Plymouth,
<br /> Tel612 06-3572
<br /> 1
<br /> q x. (2)2x6 KING STUDS FULL X90 / _ HEIGHT AT THESE MULLS www,hansongroupmn,com
<br /> LOADS
<br /> ROOF LIVE LOAD: 35 PSF(SNOW) T. / (3)2x6 ROOF TRUSS SPAN FRAME COLUMNS wl
<br /> ROOF DEAD LOAD: 15 PSF CONSTRUCT PORTAL FRAME ' BRG EACH END BY SUPPLIER 2x6 SHEATHED WALLS OPTIONAL BEARING RECEIVED
<br /> FLOOR LIVE LOAD: 40 PSF AS SHOWN IN 7/02 / TYP. IN BOX TVP--ANCHOR '` VERIFY ROOF LAYOUT
<br /> FLOOR DEAD LOAD: 15 PSF \ - SILL ON MIN.TWO "' -WI SUPPLIER,PROVIDE Kahlert/Hanson Residence
<br /> WIND LOAD: 90 MPH EXP.B ^ SIDES TO FOUNDATION (2)2 x 8 BRG STUDS
<br /> CONSTRUCT SHEAR WALL /•
<br /> wl STANDARD J4'0,, EACH END OF GTs U.N.O.
<br /> CODES AS SHOWN OREN D 44 / '��GARAGEBUMPOUT '• AN RB-. ALL HEADERS TO BE SEP 11 1011 1284 WIIdhurst Trail
<br /> 2015 MINNESOTA RESIDENTIAL CODE MIRRORED
<br /> 's.
<br /> ABBREVIATIONS (L /,``.' SEE B'
<br /> S2 (2)2 x10 U.N.O.
<br /> 'co,. - TYPICAL / J SEE FRAMING NOTES 1-3 Orono, MN
<br /> SIM. - SIMILAR /' 'r Z. ON S1 FOR MORE INFO-
<br /> UN.O. . UNLESS NOTED OTHERWISE REFERENCE PLAN BEARING FOR HEADERS
<br /> O.C, - ON CENTER AND BEAMS ONLY CITY OF ORONO
<br /> y1+ - CONTINUOUS OVER CONSTRUCT SHEAR WALL - ® MAIN LEVEL PLAN SHOWN FOR NOTED ON PLAN WHEN
<br /> AS SHOWN IN 6/S2 LOCATION REFERENCE ONLY EXCEEDING FRAMING Project Number: 7 434 A
<br /> NOTE REQUIREMENTS Date: September 8,2017J-
<br /> Sheets: 1 of 2
<br /> ©COPYRIGHT HANSON GROUP.LLC 2017
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