2017 - House & landscape plans - Laserfiche WebLink

Home Browse Search

• S DESIGCOPEN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE.AND THE Norton Homes CODE. NOTES 18215 45th Avenue N,Suite D 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO HOUSE PLANS PREPARED BY BRUCE LEHRER, ACHTECT T DTED 10-13-17 FOR MORE INFORMATION. 2.ALL EXTERIOR RI RS WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O., Plymouth,MN 55446 WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP. n A.2x6 SPACED 16" . ..,- B.EXTERIOR SHEATHING:%e"MIN.STRUCTURAL PANEL SHEATHING w/Btl NAILS @ 6"O.0 AT PANEL EDGES AND 12"0.C.AT INTERMEDIATE SUPPORTS OR 1Y."16 GAUGE STAPLES@3'/6"SPACING. J_ 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. _. -�" Revision Date Description A.2x4 OR 2x6 STUDS SPACED @ 16"O.C. B.WALL SHEATHING:X'MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5d COOLER NAILS @ 8"O.C.MAX I -p OR TYPE SAN WALLBOARD SCREWS @ 16"O.C.MAX.(Y."MINIMUM STUD PENETRATION) -_ -1 4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. ` PROVIDE HOEDOWNS 6: j AS SHOWN IN 2/S2 A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24"O.C. -_ B.FLOOR SHEATHING:W"STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6"O.0 AT PANEL EDGES AND 12'0.C. AT INTERMEDIATE SUPPORTS. ." i .....salligill 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. : BRACED A.ROOFFRAMING SPACED AT A MAXIMUM OF24"O.C. PROVIDE TOP OF WALL WALL LINE B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EOUIVALENT AND(3)8d CONNECTIONS SHOWN FOR - TOENAILS. BRACED WALL PANELS ALONGsj •. C.ROOF SHEATHING:}f"STRUCTURAL PANEL SHEATHING w/Bd NAILS @ 6'0.0 AT PANEL EDGES AND 12'O.C. INDICATED PORTION OF WALL .- _ -• ` AT INTERMEDIATE SUPPORTS OR 1%"16 GAUGE STAPLES @ 3"/6'SPACING. i'.. 32 .1111.11. 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24-AND FASTEN TOGETHER WITH(8)16d _ '-.:" ' - NAILS IN LAP ZONE.AT CORNERS AND INTERSECTIONS,LAP PLATES AND PROVIDE(21 lTd FACE NAILS. • 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). _-_e— _ -` 8.FRONT ENTRY PORCH AND DECK ARE CONSIDERED PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE - - - • PLANS SHOWN LIGHT IN BACKGROUND ARE FOR ._.• EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME.PROVIDE LEDGER TENSION AND BRACED (275-F1) )4-FT)___ _ , -a=. _ LOCATION REFERENCE ONLY.PLAN NOTES AND POST UPLIFT CONNECTIONS PER CODE. WALL LINE - ! . ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY �: SUPPORT THE HANSON GROUP'S DESIGN. MATERIALS g. WALL STUDS(10'OR LESS): SPF STUD GRADE OR BETTER WALL STUDS(OVER I0'): SPF NO.2 GRADE OR BETTER LSL STUDS: 1X.WIDTH-1.3E OR BETTER i' DIMENSIONAL LUMBER: SPF NO2 GRADE OR BETTER `'-` ' TREATED LUMBER: SVP NO.2 GRADE OR BETTER LSL BEAMS: 1%"WIDTH-1.55E OR BETTER LVL: 1y"WIDTH-1.9EORBETTER 40 REFERENCE PLAN LOADS ROOF SNOW LOAD: 35 PSF PARTIALLOWER LEVEL PLAN SHOWN ROOF DEAD LOAD: 15 PSF FORRLOCATION REFERENCE ONLY FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD: 90 MPH EXP.B CODE 2015 MINNESOTA RESIDENTIAL CODE • • (MIN.LENGTH) ®-INDICATES EXTERIOR BRACED WALL PANEL W/SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/NOTE 2.PROVIDE _ INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. • PROVIDE TOP&BOTTOM OF WALL J— CONNECTIONS SHOWN FOR CONSTRUCT' `j (MIN.LENGTH) BRACED WALL PANELS ALONG SHEARWALL AS • ®-INDICATES INTERIOR BRACED WALL PANEL re GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED IN INDICATED PORTION OF WALL SHOWN IN 2/52 NOTE 3,SPACED AT 4'O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. - -• i m ---- -- I t-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. 7 - - - w ROOF TRUSSES m3 , REPRESENTS �-./ FIGURE FASTENED TO PLATES -. '''- R602.10.8.2(3) R60210.62(3) w/(3)Bd TOENAILSS ROOF TRUSS FLAT 2x6@24 OC <..__ .-------•-- �r SIMPSON H2.5 CLIP FASTENED TO IMIN.(3)PER BRACED BRACED -_. BRACED (5- hj'j ,....15-FT) FRAME 2x4 BOX :: PLATES w/8d WALL PANEL) WALL L+N�� T �f -- '(WALL INE) AROUND SPACE 0 2x4 BLOCKING k - - _ _„_ - _...--_ -_,_ T BETWEEN TRUSS W/ / BETWEEN TOENAILS @ ROOF U - - TRUSSES NAILED B O.C. TRUSSES h SAME SHEATHING TO TOP PLATES w/ AND FASTENING AS _ 1. (3)8d NAILS EACH _` WALLBELOW [[[//�/,,ll NAIL BOTTOM � .r1i ?l:• ' (OR REPLACE or/ [{yyy'///////�,��,,11111l PLATE TO • �� ADEQUATE DEPTHRAIL BOTTOM LADDER TRUSS (4)0.1310 ••.: SIMPSON 1 _ - FRAME ASCSHOWRN IN 2x MEMBER) PLATE TO RIBBON 7•• w/13)160 NAILS x3"NAILS .��. A35 ,i -i1 1/S2 SIM.MIRRORED N12a3J4'WOOD BRACE/TRUSS w/ �-U EVERY I6" BRACED tii FRAMING t '• ___ 1 - SCREWS @ 16'O.C. �� (3)16d NAILS MENU WALL PANEL •:: ANGLE - _ _ INSTALLED IN EVERY 16- TACH END .. ADDITION TO NAILS '-' % NAIL LADDER BRACED WALL CONNECTION _ (UPPER LEVEL ROOF 0 NAIL EACH TRUSS TRUSS TO TOP t ' TRUSS BEARING TO TOP PLATES wl (ROOF TRUSSES) WALLS ONLY) (3)8d TOENAILS PLATES w/8d CC __ NAILS @ 6”O.C. FLOOR - _.. _ I hereby certify that this plan,specification or report EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL TRUSSES -- - -j - _ was prepared by me or under my direct supervision aaa1nlR=_�1 - and that am a duly Licensed Professional Engineer #2.4 BLOCKING log ( ) CONSTRUCT PORTAL under the laws of the Biel Minnesota. iPPIOVIDE TRUSS ••�. (.,•••:i. el 5-FT) 1275 25 FRAME AS SHOWN IN I/S2 /� BETWEEN DIRECTLY IN LINE (z)3""NAILS AVN' QF?vo,CED i ( ~';�i Signed. Print �.cE TRUSSES NAILED ., w/BRACED WALL TO TOP PLATES wI �:�: WALL LINE -. 3)ed NAILS EACH PANEL FASTENED BRACED p•; l TO PLATES vv/Bd WALL PANEL �•d SIMPSON „, - - Print Name'. Ryan Mack TOENAILS @ 6"O.C. LTPO FLAT2x6@24"OC FRAMING - - 45-FT) (4.5-FT -': _ 1 -i Date: 10-24-17 License Number: 46673 (MIN.(3)PER BRACED PLATE ---. - - WALL PANEL) EACH END _ _ , NAIL BOTTOM PLATE NAIL BOTTOM PLATE FLAT 2x6 @ 24.0.C. SIMPSON TO BLOCKING w/(3) TO BLOCKING w/(3) (MIN.(3)PER BRACED LTP4 _ - _ 5. CONSTRUCT = 16d NAILS EVERY 16" 16d NAILS EVERY 16" WALL PANEL) FRAMING SHEARWALL AS PLATE :• SHOWN IN 3/S2 PROVIDE FULL DEPTH BRACED .•p, EACH END - 1 PROVIDE TRUSS WALL PANEL ;.�.i BLOCKING BETWEEN TRUSSES NAILED TO DIRECTLY IN LINE %� L�x•A \( 4 0.131'0 ' .' . - - 3407 Kilmer Lane Nodh TOP PLATES w/(3)8d w/BRACED WALL I I ❖: .., PANEL FASTENED x 3"NAILS '.-!:•. - - ___-- - Suite 4 r� NAILS EACH ,1) '' ""' -- -__- -_„ Plymouth,MN 55441 1. '.•. TO PLATES or/8d :O; TOENAILS D.C. m FLOOR l _---- __-- .__ wmi.hanaongroupmTel nrnm7 NAIL EACH TRUSS TO TOP PLATE w/(3)Btl TRUSSES TOENAILS INTERIOR BEARING WALL INTERIOR NON-BEARING WALL BRACED WALL CONNECTION REFERENCE PLAN (FLOOR TRUSSES) 410 MAIN LEVEL PLAN SHOWN FOR Moline Residence SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE,TO DETAILS SHOWN ABOVE ARE LOCATION REFERENCE ONLY JOISTS/TRUSSES/BLOCKING ABOVE,AND TO JOISTS/TRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT ALTERNATIVE CONNECTIONS TO BE 690 Pinehurst Court NECESSARILY REQUIRED TO ALIGN,BUT MAY DEPENDING ON PLAN LAYOUT. USED WHEN BRACED WALL PANEL DOES NOT ALIGN WITH FRAMING. Orono,MN THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE MAIN WINDFORCE RESISTING SYSTEM FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Project Number: 7.597 S 1 Dale: October 24,2017 Sheets: 1 of 2 ®COPYRIGHT HANSON GROUP,LLC 2017