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rannnnra <br />,�)vuvuG <br />�vuvu� <br />CONTRACTORS NOTE: <br />STUDS, 13LKG 4 OTHER <br />FRAMING MEMBERS TO <br />2x(oxFULL <br />BE GLUED TOGETHER 4 <br />HEIGHT <br />1/2" STRUCT. <br />ATTACHED W/10d NAILS <br />WALL STUD <br />SHEATHING <br />- <br />115'-0" <br />6 O.C. ALONG WINDOW <br />2x6 FRAMING- <br />C <br />JAMB 41'-0" ABOVE <br />= <br />HEADER 4 I'-0" BELOW <br />STRUCT.5ILL. WALL <br />INTERIOR SHEATHING <br />cq <br />SHEATHING SHALLNOT <br />cn <br />- REF. ARCH. <br />BE SPLICED W/ IN THE <br />0 <br />GLUE ZONE. <br />-' <br />5TRUCT. SHEATHING TO <br />STRUCT. SHEATHING <br />BE ATTCHED W/ 10d <br />O <br />NAILS e 3" O.C. VERT Q <br />SIMPSON HOLD DOWN REF, <br />EA STUD/BLKG/ <br />5-1.01 4 5-3.11 SIM, INSTALL PER <br />TYPICAL EA SIDE OF <br />MANUF. RECOMMEDATIONS <br />BLOCKING TOP 4 BOtT. OF CONT. <br />WINDOW JAMB. APPLY <br />0 0 0 0 0 0 0 0 0kfA <br />Ac <br />LEDGER <br />SHEATHING AT EACH <br />2 3/4" <br />EDGE NAIL, REF. FRAMING PLAN <br />SIDE OF WALL <br />Lu <br />5/8" ROOF SHEATHING <br />►- <br />SHEATHING5TRUCT. <br />TEMPORARY NAILS - (2) Ibd NAILS <br />SIMP60N CS16-R <br />I'-0 EA SIDE <br />uj <br />TOP 4 BOTTOM <br />STRAP <br />4 - SIMPSON SDS 1/4x3 1/2 <br />j <br />d) <br />WOOD SCREWS <br />2x6 HEADER <br />2x6 CRIPPLE STUD <br />VARIES <br />R.O. FOR WINDOW <br />N <br />�' <br />REF. FRAMING <br />SIMPSON CSI6-R <br />q <br />0 <br />PLAN <br />03 <br />04 <br />STRAP, WRAP STRAP <br />AROUND STUDS 4 <br />LAP OVER <br />1AAI;D <br />z <br />0 <br />0 ro <br />HEADER/51LL. USE <br />0 0 0 0 0 0 <br />z <br />0 <br />^' <br />12-6d NAILS EA SIRE <br />0 0 0 0 0 0 0 <br />3�� _ 1,_0„ <br />o <br />• <br />STAGGERED <br />WOOD JOISTS - REF. FRAMING <br />a o <br />PLAN <br />DBL 2x6 SILL <br />o <br />WEB STIFFENER <br />2x6 BLKG EXTEND 1'-3" ABOVE <br />o <br />SIMPSON HU3514 (MAX) JOIST HANGER <br />45ELOW OPENING <br />INTERIOR SHEATING <br />14"xl 1/4" TJI RIM BOARD <br />REF CONTRACTOR'S NOTE <br />-REF. ARCH <br />LEDGER WITH 16d AT 6" OC TO <br />ABOVE <br />1/1" STRUCT. SHEATHING <br />a N <br />SOLID BLOCKING- REF. FRAMING PLAN <br />2x6 FRAMING 6 16" O.G. <br />AS REO'D <br />2 3/4" <br />SIMPSON HOLD DOWN <br />a s a a a <br />ANCHOR REF. 5-1.01 4 5-3.11 <br />Z <br />2x6 CRIPPLE STUD <br />SIM. INSTALL PER MANUF, <br />RECOMMENDATIONS <br />Project s04213 <br />SIMPSON HOLD DOWN <br />o <br />ANCHOR W/ 5/8" 0 SIMF'SON <br />o <br />STRUCT. SHEATHING <br />EPDXY TIE ANCHOR BOLTS <br />��m <br />2x6 FRAMING STUD <br />WITH 8" MIN EMBEDMENT 4 32 <br />16d SINKER NAILS AS <br />►n <br />^^ • 4 A <br />2 X 6 WE). FRAMING <br />- <br />2x6 CRIPPLE <br />F� <br />REQ.D BY MANUFACITIR7 <br />REC. <br />43 <br />SOLE fE <br />o <br />h--� <br />1/2" DIA X 8" ANCH <br />BOLT WITH SIMPSO <br />BPI/2 WHASHER AT <br />07 <br />09 <br />10 <br />11 <br />12• <br />u^� <br />(0 <br />1" = 1'-0" <br />1" = 1' -0 <br />1-1/2" = 1'-0 <br />1 1/2"=1'-�" <br />1/2" 5TRUCT. SHEATHING <br />I.�■�.�/ <br />2x6 CRIPPLE STUD <br />2x6 FRAMING STUD <br />1/2" SHEATHING <br />u1 �r <br />10 SIMPSON HOLD DOWN <br />SIMPSON C I6 <br />ANCHOR REF. 5-101 : <br />STUD <br />EACH STUD <br />B <br />e <br />5-3.11. INSTALL PER MANUF. <br />ROOF SHEATHING <br />WRAP AROUND HEADER <br />INSTALL PER MANUF. <br />r <br />� <br />RECOMMENDATIONS <br />REF S-IA.0I <br />RECOMMENDATIONS <br />1/2 PLYWOOD <br />Q z w o Z <br />o L o <br />2x6 FRAMING STUDS <br />C) Z N I-, W 3- <br />INTERIOR SHEATHING <br />w Mg &L,3S <br />m <br />CR ~ th � 0, <br />2 3/4" - REF. ARCH. <br />U 61 = Z Z W <br />0 > oQ <br />2x6 CRIPPLE <br />Z 4 �; w <br />0 <br />1/2" STRUCT. <br />2 ��12d NAILS AT <br />ow <br />0 U w Z= <br />-_ <br />SHEATHING <br />12 OC EA SIDE <br />® 4 W N Q <br />CwT <br />0� �moZ <br />2x4 FLAT BLOCKING-TYP. <br />m ¢ <br />_ <br />a DECKING EDGES <br />> <br />N o z Fr <br />®Zw <br />wow <br />� ¢wr <br />APA RATED I -JOISTS <br />2x HEADER SEE PLAN <br />Z�jZ <br />A P 3 <br />I'-3" <br />'/a" <br />FOR SIZES <br />p <br />o=- <br />RO. <br />r� <br />o V)x� <br />wz <br />�T_0 <br />� <br />TRIPLE HEADER <br />a <br />13 <br />14 <br />16 <br />17 <br />1 1/2"=1' —011 <br />3/�4" =1' -m" <br />Ur-1•-0' <br />ROOF SHEATHING OPENING REFER 5-IA.01 <br />REF 5-IA.01 OPENING REFER 5-1A.01 Ll <br />p <br />O <br />o <br />p-- Q <br />2'-0"x4'-0" POS MONITOR SUPPORT <br />SIMPSON CS16 STRAP <br />SEACH <br />5HEATHING W/ 2x4x2'-0" FRAMING <br />ROOF SHEATHING <br />+- <br />�- <br />MEMBER ® ANCHOR ROD W/ 8d <br />REF 5-IA.01 <br />u <br />NAILS 9 6"o.c. SHEATHING TO <br />o <br />11- <br />FRAMING MEMBER <br />SIMPSON CSI6 STRAP AT EA STUD <br />In <br />p- � <br />i- Q <br />WRAP AROUND HEADER <br />O <br />( 1 <br />v <br />_ <br />INSTALL PER MANUF. <br />REGOMM NDATIONS <br />8 <br />n�n,, <br />1� <br />�mq <br />2x6 EDGE SUPPORT <br />a <br />51MP50N L526 HANGER <br />DBL JOIST HDR FABRICATE TYP. EA. ENE) OF 2x6 <br />COMPOSITE 2X <br />PER TJI RECOMMENDATIONS <br />`✓ <br />HEADER <br />O <br />APA RATED I -JOIST <br />POS SUPPORT 5/6" SHEATHING <br />- <br />REF. 5102 FOR DEPTHS <br />DOUBLE JOIST <br />ROOF SHEATHING <br />DBL JOIST HANGER REF S-IA.01 <br />BY OTHERS <br />_ <br />'� <br />2x6 CRIPPLE STUD <br />RTU'5. <br />EA. END OF DBL I -JOIST <br />ABOVE 4 BELOW HEADER <br />SHEET <br />� <br />5IMP50N DBL JOIST HANGER <br />TYP. EA. END OF HID <br />v <br />2-2x6xFULL HEIGHT <br />NS 3 <br />WALL FRAMING, TYP. <br />19 <br />DOUBLE OPENING SINGLE OPENING <br />21 <br />22 <br />23 <br />4 <br />DWG: <br />3/4 11 1 1- 0 <br />005080-S3 <br />RnUn(P <br />�nMll� <br />4z.fvuvuv <br />