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�J ENDS. 2%6 ROOF RAFTERS AT 24"O.C. 1. ALL CONVENTIONAL FRAMING LUMBER IS No25Y P.
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO.
G ,2%4 CEILING JOISTS AT 24'O.C.
2%6 RIDGE BEAMS 2 ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. STUD MATERIAL: 2x Na.2 SPF,UNO. $
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I I SEE CONVENTIONAL FRAMING NOTES 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. HEADERS: -
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1 I I I FOR FASTENING SPECIFICATIONS. ALL HEADERS ARE(2)2x6 No.2 SYP WITH TWO KINGS AND ONE CRIPPLE,
5301 C 4, FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)164 fOE�JAILS. UNO.FASTEN HEADER LUMBER TOGETHER USING 2 ROWS OF 164 0148'X
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3.AK COMMON NAILS HI KN ON CENTER.USE OSB SHIMS AS NECESSARY TO
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U 5. FASTEN ROOF RAFTERS IN BEARING WALLS WITH A SIMPSON M2.5A WITH(5)04 NAILS INTO THE MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN.SEE i 6 v
SW A B02 G I I ' RAFTER ANO(5)etl NAILS INTO THE TOP PLATE. THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. wo
6. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)164 NAILS. HEADER NOTATION IS:
(2)2X62:1 i 7. FASTEN RIDGENALLEY BEAM TO WALL WITH 1 MSTA24 WITH 11 104 NAILS IN VALLEY BEAM,
A F I (1 ( I NUMBER OF PLIES IN HEADER -
5301 FASTEN BEAM WITH (11)INTO STUD BELOW. I I NUMBER OFKINGSTUDS
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S. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 164 NAILS AT EACH -- e
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5301 RIDGE BEAM SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE rc
1 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN,AS NOTED
SW 5301 SW BELOW.WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS,IF ANY,
(2)2%6 1:1
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8 5301 SHEET NUMBER u W Q
H RI A INT qR BEARING WALLS SUPPORT 5301 Ui T01 DETAIL NUMBER Q Lu Q 0
FL R LOADING ONLY.NO HURRICANE U1 T01
I HAft ARE IS REQUIRED,UNLESS SHEAR WALL DESIGNATION J
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A 5301 O PLACE STUD GROUP UNDER BEAM BEARING. PORC WGLULAM BEAM U O Q m
iI A NUMBER OF STUDS TO EQUAL NUMBER OF BEAM 0 0 J U
(2) (6 PLJES.FASTEN BEAM TO STUD GROUP WITH(2)
(2)2X6 1:1 (2)2X6 1:1 MSTA24.FASTEN STUD GROUP TO FOOTING WITH Z Q w ~
H I HIGH UPLIFT DESIGNATION. Im U) Z
SW LTT20B.USE 1 W NAILS IN All HOLES. p 0 Q N Q
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X SHEET NUMBER
OSMEATHPORCHBOTTOM CHORDS'CEILINGJOISTS Oi2#°'k,+ ..r"Ti^aN
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WITH 7116'OSB FASTENED WITH W COMMON NAILS TRUSS/BEAM LABEL U
A (2)2%6 1:1UPLIFT CONNECTION
AT6'O.C.ON EDGE,12'O.C.IN FIELD.
ADD SECOND PLY 01
TO GARAGE
FG2 O EDGERE RB'O.C.IN FIELDN.FASTEN HVERIFYBANGHOR BOLTS AT ® INTERIOR BEARING WAIL m � l
(2)2%81:1 1$
CORNER AND AT GARAGE DOOR.
(2)2X61:1 1-STDRY THREADED ROD } g
OFASTEN EACH END OF JOISTS TO HEADS WLEDGER
WITH LUS28,ALL HOLES FILLED WITH IW NAILS. } -, '.
C O n 2-STORY THREADED ROD
2k8 LEDGER FASTENED TO TRUSS FGE2 WITH(3) IJ
(2)2X61:1 F 3116'X4'WOOD SCREWS PER INTERSECTION OF o o : (`I' !"
of LEDGER AND TRUSS VERTICAL.
INDICATES GLAZING CLASSIFIED AS END ZONE, jjgg
EZ O BO LED PORCH
1 W NADESR WITH(2)MTS20,ALL HIOLES EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OFFIL
G STRUCTURE WILL BE CLASSIFIED AS INTERIOR x
A ZONE.SEE*COMPONENT AND CLADDING DESIGN >� IT
PRESSURES;ON COVER SHEET.
(2)2%61.1 HUSC262,ALL HOLES FILLED WITH 1kI NAILS. '^
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GABLE BRACING LOCATION.
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DE AILS. I TER BEAM. LSW — — B B 5301 3
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TRUSSES WITH 84 NAILSAT6.O.C.ON EDGE,12' �ry ry '
O.C.IN FIELD. 2XBHW AT 24'O.G. FASTEN BEAM WITH RIDGE 2X6 RAF IENS
2%6 BLOCKI BEAMS.G OVER WALL.FASTEN EACH END I IU5316/11.88,BOTH SAY„_x .{C•
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FASTEN BEAM WITH
AND THREA ED ROD SPECIFICATIONS. IUS316111.88,BOTH ^1
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