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<br /> DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. ,1
<br /> CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE,AND THE CODE. Youngfleld Homes,Inc.
<br /> TES
<br /> I.
<br /> 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE
<br /> INFORMATION. 22260 Dodd Boulevard
<br /> 2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O.WHICH CI'
<br /> MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-SF88 CS-SFB. PROVIDE CONNECTIONS w1 Lakeville,MN 55044
<br /> A.2x8 STUDS SPACED @ 16"O.C. SHOWN FOR BRACED WALL O-
<br /> B.MIN.WALL SHEATHING:)4•FIBERBOARD SHEATHING w/1)5"GALVANIZED ROOF NAILS OR ed NAILS OR 1)4"16 . PANELS ALONG.INDICATED . Y-e X
<br /> GAUGE STAPLES @ 3'O.0 AT PANEL EDGES AND 6"O.C.AT INTERMEDIATE SUPPORTS. •
<br /> * --. PORTION OE WALL • - -. _.
<br /> 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. ,
<br /> A.2x4 OR 2x6 STUDS SPACED @ 18'O.C. • .. • c� Revision Dale Description
<br /> B.WALL SHEATHING:)4-MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/54 COOLER NAILS @ 8"O.C.MAX.OR C V`n ,4"'"/ N' W i
<br /> TYPE SW WALLBOARD SCREWS @ 16'O.C.MAX.(95"MINIMUM STUD PENETRATION)
<br /> 4.ALL FLOORS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 1 I ,,,,,,,,,9O J
<br /> A.FLOOR FRAMING SPACED ATA MAXIMUM OF 24"O.C. ; B., ,W- �. i L m a
<br /> B.FLOOR SHEATHING:)4`STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT r Ty.`l. ': \.1.1
<br /> INTERMEDIATE SUPPORTS. - >I' _ T
<br /> 5.ALL ROOFS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. BRACED (4.2?-Fn .A,..-....IN, {--- - a,-r; '(8.25-FT) S
<br /> A.ROOF FRAMING SPACED AT A MAXIMUM OF24"O.C. WALL I.INI: """""'"' `n5 I a
<br /> INTERMEDIATE SUPPORTS OR l 16 GAUGE STAPLES @ 3"/V SPACING. 34 � f � fa 4 f o-
<br /> LAP ZONE.AT CORNERS AND INTERSECTIONS.LAP PLATES AND PROVIDE 2 10d FACE NAILS. + £ .."-. , ;s ti
<br /> B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON 142.5 CLIPS OR EQUIVALENT AND(3)ed TOENAILS. :.,
<br /> C.ROOF SHEATHING:Yz'STRUCTURAL PANEL SHEATHING w/84 NAILS @ 6"O.0 AT PANEL EDGES AND 12'O.C.AT $x 4
<br /> b
<br /> 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)160 NAILS IN `• R ��& 1 y I ;. ¢g« m;
<br /> () ice'-1 ` v ' t I 'F ,....- .. I :..
<br /> WRN
<br /> 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). •�? I 0.
<br /> ._ o: .o �BRACLEIND� 'ta .xk-S Sa
<br /> WTEI11A D LOADS ..' BRAC r x .•.,.... ____E_
<br /> prii, ,tr p 7 I _
<br /> eo, i
<br /> WALL �`
<br /> t7 Y
<br /> WALL STUDS(10'OR LESS): SPF STUD GRADE OR BETTER ROOF SNOW LOAD: 35 PSF g e e f .a MYAi-E L f. I_ _ ry� ,_ PLANS SHOWN LIGHT IN BACKGROUND ARETES FOR
<br /> WALL STUDS(OVER 103: SPF NO2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF >` 51" - - I i LOCATION REFERENCE ONLY.PIAN NOTES AND
<br /> DIMENSIONAL LUMBER: SPF NO2 GRADE OR BETTER FLOOR LIVE LOAD: 40 PSF _ "-- 'TA,.,,. + ..moi.. ..: c a, :� S ate:",-....%).„,"34 -1 I 1 '1L Fi ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> TREATED LUMBER: SVP NO2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PSF %fe MIN.PLV WOOD/OSB EXTERIOR I' ::Y'j, e� -d I SUPPORT THE HANSON GROUPS DESIGN.
<br /> SHEATHING FASTENED TO STUDS wk T ei 1'31, T z
<br /> LSL: 1 'WIDTH-1.55E OR BETTER WIND LOAD: 90 MPH EXP.B " r5 '
<br /> LEL: 1)6 WIDTH-1.9E OR BETTER Bd NAILS@ 6"O.C.AT PANEL EDGES ) N . g [� -
<br /> •
<br /> MIE 8 @ 12"O.C.AT INTERIOR SUPPORTS %f 1 n.' c a` } ""' .6 F I r r
<br /> 2015 MINNESOTA RESIDENTIAL CODE sa991 .-F F 'qy+"W,€ M r, ID a• I "r ' +.:." Y
<br /> i R _ l -i-..,°,.'---
<br /> l . _..._.. I _ ... __
<br /> ° 15 m I �+ �'" if-" f I i�F ,µ.. 1
<br /> I •obi r ; 1 (`
<br /> p 5 3,C
<br /> G t4 Y1 "k G /ie MIN.PLYVyOOD/OSB EXTERX)R 4 7Yr? 1 A
<br /> (I i' (10•F�7,k.,... 1 SHEATHING FASTENED TO STUDS w/ a - T z
<br /> (MIN.LENGTH) r "- ad NAILS @ 6.O.C.AT PANEL EDGES .. - -L -- d
<br /> ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR } 'L1F1E + "- - Y tib, _ 8 @ 12'O.C.AT INTERIOR SUPPORTS eI a '� _ J 'j
<br /> FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING FLAT 2x6 @ 24.0.C. 5 f •e .....w.•,, -„- " s, PROVIDE CONNECTIONS - f �- J 5
<br /> F K
<br /> 4
<br /> z
<br /> (MIN.(3)PER BRACED ---` - ; +. SHOWN FOR BRACED WALL 5 ° �s
<br /> REQUIREMENTS AS SHOWN BELOW. ) - •) _ 14 -
<br /> WALL PANEL) 1 "'" .•.. a 1' PANELS ALONG INDICATED �. i_ f �+.,�.
<br /> (MIN.LENGTH) 4 PORTION OF WALL -.1} j V .._V
<br /> ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH
<br /> ROOF
<br /> -'- YI P1jOVID s.Q)1lNECTII NS } .. 4_'i<'ti ,� ¢ Y r am
<br /> FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4" SHOyy KBSA E WAL, "7:4'4) _. CONSTRUCT - 1y, 1 '
<br /> O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN rl . ,„ S1 PAJNEL"S"1fL'ON TEGPORTAL FRAME AS 7" "
<br /> BELOW. ♦SII t' ^*- I L -" PORTION OF WALL SHOWN IN 351 X F• 3
<br /> 1 0.131'0 c 5 f
<br /> I f-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE ., BRACEp r �" .-VST a
<br /> () •' SIMPS A35 .v- «...a re CONSTRUCT PORTAL WALL L E a (10.FTJ JI
<br /> x3-NAILS -
<br /> CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. I Ti •'F l - L : '.___.
<br /> f FRAME SHOWN
<br /> BRACED 'ti:: FRAMING BRACED y -_-_y. 3/S1(VIM)
<br /> 4.
<br /> WALL PANEL ANGLE - WALL UNE (4-FT)t (4-FT) - ... °'
<br /> ROOF TRUSSES EACH END �. LOTS cLpy `, - #'- PROVIDE CONNECTIONS
<br /> REPRESENTS / . ._tea 1e - - • -_ 3FfOVNN FOR BRACEDWAI_L
<br /> FIGURE , FASTENED TO PLATES BRACED WALL CONNECTION "'`�" "" - L -- - PANELS ALONG INDICATED
<br /> R602.10.8.2(3) w/(3)80 TOENAILS 8 (ROOF TRUSSES) -- --
<br /> ROOF TRUSSE 1 r WIDTH WEB -. ` PORTA R.F.WALL
<br /> •SIMPSON C
<br /> Or � FASTENED TO
<br /> FRAME 2x4 BOX STIFFENER FDOR ATTACHMENT REFERENCE PLAN `•
<br /> AROUND SPACE % 2x4 BLOCKING PLATES w/Bd
<br /> BETWEEN TRUSS w/ BETWEEN TOENAILS@ OF FRAMING ANGLE ® ,y "
<br /> TRUSSES NAILED 6"O.C. MAIN LEVEL HOUSE PLAN SHOWN FOR
<br /> SAME SHEATHING / FLOOR LOCATION REFERENCE ONLY
<br /> AND FASTENING AS TO TOP PLATES w/ JOISTS - s •-"' .<
<br /> WALL BELOW (3)ad NAILS EACH NAIL BOTTOM _
<br /> (OR REPLACE w/ PLATE TO RIM' ._.r_ A'='
<br /> ADEOUATE DEPTH NAIL BOTTOM A JOIST/BLOCKING =w
<br /> PLATETORIW (3)16d NAILS 1410.131'0 SIMPSON REFERENCE PLAN
<br /> 2x MEMBER) TIM�I EVERY 16' x 3'NAILS 605
<br /> 412x3)4'WOOD weosrs w/(3)16d NALS FRAMING
<br /> SCREWS @ 16'O.C. )-_. EVERY 16' BRACED •• ANGLE ® UPPER LEVEL HOUSE PLAN SHOWN
<br /> INSTALLED IN % NAIL EACH JOIST -NAIL RIM TOP WALL PANEL •••' EACH END
<br /> ADDITION TO NAILS �� FLAT 2x6 @ 24'O.C. FOR LOCATION REFERENCE ONLY
<br /> (MAIN/UPPER TO TOP PLATES w/ PLATES w/8d
<br /> LEVEL ROOF (3)8d TOENAILS TOENAILS @ (MIN.(3)PER BRACED
<br /> TRUSS BEARING 6'O.C. WALL PANEL)
<br /> WALLS ONLY) /4-NAIL BOTTOM FLAT 2x6 @ 2V O.C.
<br /> PLATE TO (MIN.(3)PER BRACED
<br /> TRUSS BOTTOM LADDER TRUSS WALL PANEL)
<br /> R12S SI WOOD PLATE/TORIBBON (3)160 NAILS
<br /> SCREWS @ 16'O.C. _ BRACE/TRUSS w/ EVERY 16" BRACED SIMPSON PROVIDE FASTENING OF ABOVE FRAMING EQUAL TO
<br /> INSTALLED IN '" (3)16d NAILS WALL PANEL A35 THAT DETAILED FOR BRACED WALL PANELS PROVIDE 236 INFILL WALL ABOVE HEADER AS REQ'D
<br /> ADDITION TO NAILS M 7I� EVERY 16' FRAMING
<br /> (MAIN/UPPER NAIL LADDER (4)0.131.0 ANGLE CONTINUOUS LSULVL HEADER TO SUPPORT LARGE HATCH AREA INDICATES Vi(OR THICKER
<br /> LEVEL ROOF % NAIL EACH TRUSS TRUSS TO TOP x NAILS EACH END VERTICAL LOADS BY SUPPLIER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR
<br /> 3•
<br /> TRUSS BEARING / TO TOP PLATES w/ PLATES WI 80 __ (MIN.3)4^WIDTH 8 MIN.11y"DEPTH READ) SIDE OF STUDS w/STANDARD 6`/12'NAILING
<br /> WALLS ONLY) (3)ad TOENAILS NAILS @ 6"O.C. = LENGTH OF CONTINUOUS HEADER
<br /> �e=mill:
<br /> FLOOR I -
<br /> EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS r
<br /> PROVIDE 12.WIDTH WEB --- --- -- - -- --- --- , - - --- - -T ROVIDE TRUSS STIFFENER FOR ATTACHMENT I I ; I I
<br /> 2x4 BLOCKING BETWEEN DIRECTLY IN LINE OF FRAMING ANGLE
<br /> TRUSSES NAILED TO TOP I I
<br /> w/BRACED WALL BRACED WALL CONNECTION
<br /> PLATES w/(3)8d NAILS EACH PANEL FASTENED ••'""'� "� 1
<br /> TO PLATES w/ad (FLOOR JOISTS) r
<br /> TOENAILS @ 6'O.C. FLOOR I hereby certify that this plan.specification or repoR
<br /> NAIL BOTTOM PLATE TRUSSES was prepared by me or under my direct supervision
<br /> TO BLOCKING w/(3) and that I am a du L'
<br /> 164 NAILS EVERY 16' NAIL BOTTOM PLATE �_��III�`�.^_� / / .1 �:. duly Licensed Professional Engineer
<br /> TO BLOCKING w/(3) _ 4 NAIL SHFJITHING TO HEADER w/Bd SIMPSON MSTC40 STRAP ON INSIDE FACE 1 L under the laws 01 the Stale of Inn�SOta.
<br /> PROVIDE FULL DEPTH 164 NAILS EVERY 16' (4)0 131,0 I- /� NAILS @ 3'O.C.EA.WAY NP. OF WALL(PROVIAE SPACER 70 FLUSH ., j Signed: Ali
<br /> ii ft
<br /> BLOCKING BETWEEN z3'NAILS :1' w OUT HEADER TO WALL STUD THICKNESS) I �I epf/�
<br /> •
<br /> JOISTS NAILED TO / 1'
<br /> TOP PLATES w/(3)8d PROVIDE JOIST BRACED K FASTEN TOP PLATE TO HEADER w/(2) FASTEN KING STUD TO HEADER w/ �� Pdnt Name: Nick Hanson
<br /> NAILS EACH .JOISTSDIRECTLY IN LINE WALL PANEL •• SIMPSON w // ROWS l6d SINKER NAILS @ 3'O.C. (2)ROWS 1fid SINKER NAILS @ 3'O.C. j.!�•! ,I
<br /> w/BRACED WALL LTP4 O - _ SIMPSON HTTS
<br /> NAIL EACH JOIST TO PANEL FASTENED FLAT 2x6 @ 24.0.C. FRAMING ., ,, I SMALL HATCH AREA INDICATES e-OR !� I HOEDOWN ANCHOR AT Dale: 1-23-17 License Number: 46665
<br /> TOP PLATE w/3 ad TO PLATES w/8d (MIN.(3)PER BRACED PLATE 0 LOCATE PANEL JOINT WITHIN 2'-0'FROM THICKER PLYWOOD OR OSB SHEATHINGLOCATIONS SHOWN re
<br /> TOENAILS TOENAILS @ 6"O.C. WALL PANEL) EACH END •� 4 CENTERLOCIOF WALL HEIGHT HE REQ'D(2x SOLID APPLIED TO EXTERIOR SIDE OF STUDS . 4 I )f"0 x 12"LONG
<br /> FLAT 2x6 @ 24"O.C. SIMPSON I BLOCKING REQUIRED AT SHFATHNG JOINT) (NAIL SHEATHING AROUND PERIMETER w/ �� SIMPSON TITEN HD
<br /> (2)ROWS 24 NAILS 3'O.C.STAGGERED B L 1 SCREW-IN ANCHOR
<br /> NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN.(3)PER BRACED LTP4 . 4�, (2)2x6 BEARING STUDS MIN. TO PLATES/BLOCKING @ 3-O.C.) ,/,�' ■r
<br /> • TO BLOCKING w/(3) TO BLOCKING w/(3) WALL PANEL) FRAMING
<br /> • led NAILS EVERY 16` (VERIFY w/SUPPLIER IF ADDITIONAL
<br /> 16d NAILS EVERY 16' PLATE �!
<br /> _ BEARING STUDS ARE REQUIRED
<br /> BRACED EACH END j SIMPSON STHD14 EMBEDDED HOEDOWN -
<br /> - PROVIDE FULL DEPTH WALL PANEL (1)2,6 BEARING STUD 8(1)226 FULL ANCHOR AT LOCATIONS SHOWN CONCRETE 3407 Meer Lane N
<br /> 'SW BLOCKING BETWEEN PROVIDE TRUSS �' I HEIGHT STUD EACH END OF HEADER (REFER TO 4/S1 FOR ALTERNATIVE OPTIONS) �' • III 5 FOUNDATION Suite
<br /> TRUSSES NAILED TO DIRECTLY IN LINE 4 D.131'0iiii: BELOW
<br /> I) I P Daum.MN 55441
<br /> .`i/ TOP PLATES w/(318d w/BRACED WALL x 3-NAILS ` �/ (2)-X.0 ANCHOR BOLT(r MIN.EMBED)w/T Tel 612-708-3572
<br /> NAILS EACH PANEL FASTENED • '-- - FOUNDATION WALL BELOW 2-z Ile PLATE WASHER 1 A �° - www.heneongroupmn.eom
<br /> TO PLATES w/ad _-
<br /> "� ���I ^-- •
<br /> - (ONE A.B.REQUIRED LOCATION)
<br /> II
<br /> NAIL EACH TRUSS TO TOP TOENAILS @ e"O.C. FTRUSRSES ' ,.. • 1' - M t - • ALTERNATE HOEDOWN
<br /> • PLATE w/(3)8d TOENAILS e e e. I - . e 4 ' . w
<br /> I - 8
<br /> BRACED WALL CONNECTION n e . - . • - ., . ' e -
<br /> INTERIOR BEARING WALL INTERIOR NON-BEARING WALL (FLOOR TRUSSES) a 2'-1414 t 16'-3't t 7-1D)4"2
<br /> 1'-7J4`@ SIM T-3-@ SIM 1•-
<br /> 7)4"@SIM FRAMING DETAIL D'Alessandro Residence
<br /> ROOF
<br /> SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE © FRAMING DETAIL ® POST-INSTALLED HOEDOWN OPTION
<br /> ROOF TRUSSES ABOVE,TO JOISTS/TRUSSES/BLOCKING ABOVE.AND TO ALTERNATIVE CONNECTIONS TO BE ® 2335 Oliver Hill
<br /> JOISTS/ SBLOCKING BELOW.THESE PANELS ARE NOT NECESSARILY USED WHEN BRACED WALL PANEL GARAGE FRONT PORTAL FRAME Orono,MN
<br /> REQUIRED TO ALIGN,BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING. NOTE
<br /> INFO APPLIES SYMMETRICALLY ACROSS DETAIL.
<br /> THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE"MAIN WINDFORCE RESISTING SYSTEM"FOR THE ENTIRE
<br /> RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND
<br /> RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUPS DESIGN IS SHOWN ON THE STRUCTURAL
<br /> DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Project Number: 7.030
<br /> Date: January 23 2017 J•
<br /> Sheets: 1 of 1
<br /> C COPYRIGHT HANSON GROUP,LLC 2017
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