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20'-0"5'-2.757'-0" x 8'-0" HIGH13'-2"10'-0" <br />10'-112" <br />2'-0" <br />CANTMAIN FLOOR PLANNOT TO SCALE1OUTLINE OF ROOF BROW <br />FLOOR GIRDER TRUSS <br />18" FLOOR TRUSSES <br />(1100 LB HANGERS) <br />18" FLOOR TRUSSES <br />(1100 LB HANGERS) <br />18" FLOOR TRUSSES <br />(1200 LB HANGERS)2x8+ ROOFJOISTS @ 16" O.C.(400 LB HANGERS)(2)11.25" LVL <br />RIDGE BEAM <br />2x8+ ROOFJOISTS @ 16" O.C.(400 LB HANGERS)MONO ROOF <br />TRUSSES <br />TJI JOISTS <br />CANT FLOOR18" FLOOR TRUSSES <br />(1100 LB HANGERS) <br />18" FLOOR TRUSSES <br />(1000 LB HANGERS)FLOOR TRUSSES18" FLOOR TRUSSES <br />5.5K PTLOAD FROMABOVE(2)7.25" LVL FULLHEIGHT KINGS@ RIDGE BRGFLUSH (2)14" LVL OR FLOOR GIRDER R=5KDROPPED(2)9.25" LVLFLUSH (3)18" LVL21CS-WSP BRACE LINEREQUIRED LENGTH= 4' = 4' PROVIDED1'-4" CS-PF= 1'-4" MIN3OUTLINE OFWALL ABV(2)7.25" LVL FULLHEIGHT KINGS(2)7.25" LVL FULLHEIGHT KINGS1'-4" CS-PF= 1'-4" MINUSE HIDDEN FLANGEHANGERS FOR HEADERSTO KINGS TYP (400 LB)CONT (2)2x12+ HEADERS FORCS-PF PORTAL FRAMES PER IRCR602.10.6.4 (SEE S5, COUNT AS 1.5xLENGTH) W/ SIMPSON OR EQUALMSTA48 OR LARGER STRAPS ONINSIDE FACE (SHIM AS REQUIREDAT HEADER IF REQUIRED) FROMJACK STUDS ACROSS HEADER &EXTENDED TO TOP OF TOP PLATEAT EACH SIDE OF OPENINGS (2THUS ON BL 1)CS-WSP BRACE LINEREQUIRED LENGTH= 18'-4" < 18'-9"PROVIDED3'-1" PANEL> 2'-3" MIN4'-1" PANEL> 3'-5" MIN4'-1" PANEL> 3'-5" MINSHEATH SUNROOM SIDE OFSHARED WALL W/ SHEETROCKOVER PLYWOOD/OSB2'-6" PANEL> 2'-3" MIN1'-8" CS-PF> 1'-6" MIN1'-8" CS-PF> 1'-6" MINCS-WSP BRACE LINEREQUIRED LENGTH= 15'-8" < 16'-10"PROVIDED4'-7" PANEL> 2'-3" MIN4'-7" PANEL> 2'-3" MIN4'-1" PANEL> 2'-8" MIN3'-7" PANEL> 2'-3" MIN22'-312" =APPROX20' MAXSTRAP COVERED DECK BEAMS TOCOLUMNS W/ SIMPSON OR EQUAL LSTA12STRAPS EACH END W/ MATCHING STRAPSTO DECK BEAMS BELOW (4 THUS)ACS-WSP BRACELINE, REQUIREDLENGTH = 17'-3"APPROX = 16'-8"PROVIDEDB5'-11" PANEL <br />1'-6" CS-PF <br />= 1'-6" MIN <br />3'-2" CS-PF <br />>1'-6" MIN <br />2'-6" CS-PF <br />>1'-6" MIN <br />CS-WSP BRACELINE, REQUIREDLENGTH = 17'-3"< 19' PROVIDED3'-5" PANEL <br />> 2'-3" MIN <br />12'-1" PANEL3'-6" PANEL <br />> 2'-3" MIN DROPPED (3)9.25" LVLOR (3)11.25" LVL(2)(2)UNO, ALL HEADERSARE TO BE (2)2x8 MINW/ (1) BRG & (1) KINGSTUD EACH END18" FLOOR TRUSSES <br />(1000 LB HANGERS)FLAT ROOFINSET DORMERABOVE W/SLEEPERS(3)2x8 OR (2)2x10(3)2x8 OR (2)2x10(2)CONT (2)2x12+CONT (2)2x12+ (UNO) HEADERS FORCS-PF PORTAL FRAMES PER IRCR602.10.6.4 (SEE S5, COUNT AS 1.5xLENGTH) W/ SIMPSON OR EQUALLSTA24 OR LARGER STRAPS ONINSIDE FACE (SHIM AS REQUIREDAT HEADER IF REQUIRED) FROMJACK STUDS ACROSS HEADER &EXTENDED TO TOP OF TOP PLATEAT EACH SIDE OF OPENINGS (2THUS ON BL 2 & 3 THUS ON BL A)(2)9.25" LVL(2)(2)(2)(2)(2)+(3)(2)9.25" LVL(2)+(3)(2)9.25" LVL(2)+(3)(2)(3)+(3)(4)FLUSH (2)11.25" LVLCONT (2)11.25" LVL <br />FLUSH (3)16" LVLFLUSH (3)14" LVLOR (2)16" LVL(3)5.25" x 5.25"PSL COL5.25" x 5.25"PSL COLR=1.5K(2)2x8+(2)2x8+GBWSP BRACE LINEREQUIRED LENGTH= 18'-11" < 21'-4"PROVIDEDGA9'-1" PANEL5'-10" PANEL6'-5" PANELSHEATH WALL FACESSHOWN W/ SHEETROCKOVER PLYWOOD/OSBWSP BRACE LINEREQUIRED LENGTH= 18'-11" < 19'-6"PROVIDEDG2CUSTOM WSPBRACE LINE(ENTIRE WALLPANEL)5'-9" PANEL8' PANEL5'-9" PANELG1(2)2x8+(2)2x8+(2)2x8+1'-6" CS-PF= 18" MIN1'-6" CS-PF= 18" MIN <br />CS-WSP BRACELINE, REQDLENGTH = 10'-4"< 16'-9" PROV5'-9" PANEL6'-6" <br /> PANEL(3)14" LVL OR (2)18" LVL(4)+(3)(4)+(3)(2)(2)(3)14" LVL OR(2)16" LVL(4)(3)CONT HEADER FOR CS-PF PORTALFRAMES PER IRC R602.10.6.4 (SEES5, COUNT AS 1.5x LENGTH) W/SIMPSON OR EQUAL LSTA36 ORLARGER STRAPS ON INSIDE FACE(SHIM AS REQUIRED AT HEADER IFREQUIRED) FROM JACK STUDSACROSS HEADER & EXTENDED TOTOP OF TOP PLATE AT EACH SIDEOF OPENINGS (2 THUS ON BL G1)ADJUST STAIR WALLAS REQUIRED TOHIDE COLUMNProject Name:Manchester ResidenceProject #:24-005Site Address:210 Bederwood DrivePage S3 of S6Orono, MNI hereby certify that this plan,specification, or report wasprepared by me or under mydirect supervision and that I ama duly licensed professionalengineer under the laws of thestate of Minnesota.Craig Oswell, PE (MN #42341) 5/31/2024Client Name:David Lund DesignISSUED FOR CONSTRUCTIONOswell Engineeringand Consulting, L.L.C.1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comMAIN FLOOR PLAN(NOT TO SCALE)