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2 X 6 CAP RAILING EASE <br /> EDGE - 36' HT. UNO >.O O O U Q W <br /> HANDRAIL SHALL 5E PROVIDED i~`" ua z0 <br /> ON AT LEAST ONE SIDE OF EACH w X -�q w z <br /> NOTE: CONTINUOUS RUN OF TREADS OR w z <br /> ALL CUTS AND HOLES IN FLIGHT 4 OR MORE RISERS a �a'<U <br /> Q <br /> PER R311115b ]RC. <br /> PRESERVATIVE-TREATED WOODZ a a z a <br /> TO BE COATED WITH PRESERVATIVE FACE OF STRUCTURE P '4 �v T 2X LEDGER BEAM FLR JST PER PLAN ¢x U <br /> TREATMENT COMPLYING W/ AWAPA M4 2 X 2's a 5' o.c. o q z¢ z <br /> PER SECTION R917.1.1 u°z"�Q O z <br /> 4 X 4 POSTS a &FT' o.c. MAX z q` p O q <br /> z z a7¢'f O <br /> /- IX4 EA. SIDE ii ii ii ii ii ii ii ii U �OvOa�u <br /> ii ii ii ii ii ii ii i � N C7 <br /> TOP t BTM. iiQEZZQ <br /> / 2 X 6 P.T. DECKING CUNO) w w <br /> SECURE BALUSTER TO WALL WITH q p q 3 U <br /> / Sd WOOD SCREW g 16' O.C. — o 0 0 z j ¢0 z UW <br /> / o 0 o rn2a¢ �¢qo. <br /> / I-1/2' - 2° CONTINUOUS BLK'G. z y Q w> <br /> PT HANDRAIL 9 34'-38' O w w z O x¢ <br /> / RETURN ENDS TO WALL L1/2' LAG BOLTS W/ FLAT WASHERS, PROVIDE 4-16d GALV NAILS Q U H a¢U H x <br /> ALTERNATE HIGH t LOW LOCATION lo HIGH t LOW LOCATIONS <br /> / 2 X P.T. LEDGE W/ THRU RIM JST OR STUDS THRU RIM JST OR STUDS r^ <br /> / R V.J <br /> SIMPSON JST HANGERS, <br /> RAILING WHERE OCCURS NAIL HGR'S Irod NAILS <br /> 41DACED SO THAT A 4' THRU LEDGER W o <br /> HERE CANNOT PASS THRU LEDGER DETAIL 0 00 <br /> w PT E I EXTERIOfR HAND RAIL NTS z 5 <br /> U ZX <br /> z 2' PT TREAD TYP PER o NTS FOR GUARD RAIL SEE 41� U � <br /> GUARD RAIL DETAIL <br /> W z � 7.00 <br /> o <br /> v <br /> PT 2x& HF2 0 <br /> W Q v <br /> 0 0 <br /> PT DOUBLE X <br /> JOIST (UNO) _ EXIST 2x4's _ QP. <br /> 24" O.C_ O <br /> o <br /> '^ / EXIST\ U F' ° <br /> / \ NEW 2x8 s / \ cn ¢ <br /> a 24' O.G. <br /> / v 2x4's g H1 CLIP AT p 3 <br /> PT dx6 ON 4xd / 12 24 O.C. EA RAFTERS Z ° <br /> POST AT MID SPAN / EXISTING (2) 2x6 16"O.G. / EXISTING TYPICAL Q > <br /> wi 12' SQ FTG PADS _d) FLOOR JOIST SITTING ON 2x6 LEDGER F" u' 0 <br /> / ° ° EXIST SCABBED ON 2x4 / NAILED ONTO (2) 2x4 1 V Q <br /> PT 4x4 POST W/ Q ° ° ° STUDS B EXIST LEDGER STUDS H 44 <br /> ¢ <br /> C3 2 X 12 PT STRINGERS ( ° ° ° ° TOP PL <br /> COL BASE t CAP ON <br /> SECURE B U TERS WITH 12" SQ CONC PADS I' o °° EXIST 2x4 FULL <br /> CONC STOOP- Sd WOODS W TOP t 5TM 1 ' ° 12"x12"xl=✓/32 PLYWD I HT STUDSI1W 16' O.C. W ° u <br /> AT STRINGS RAILING ° GUSSET EACH FACE �' r <br /> ° ° /I W/ (8) 8d NAILS EA I i V 00 <br /> l\Tj-A I MEMBER (16) TOTAL \ <br /> �PT 2 X 4 KICKER I IMPERMEABLE / EXIST 2x4 STUDS <br /> AIR TIGHT SPRAY I SCABBED ONTO <br /> TREADS g 10' MIN. \ f I GREATER OR EQUAL FOAM INSULATIONI \ _ EXIST FULL HT STUDS <br /> TO ADV R-38 INSUL <br /> WOOD 5TAIR/fRAILING D E '�`I A I (T)GU&5ET DET,4 INSTALL PER MFR'S I 2x8 HF2 COLLAR TIES <br /> / <br /> AT EACH RAFTERS W/ <br /> NTS NTS T RETROFI� 2xlm RIDGE BD (IS) 16 <br /> 2 d NAILS m EA END <br /> / <br /> I (TYPICAL) / <br /> � <br /> / r^ O <br /> TYPICAL GUSSET DETA'N I I TYPICAL GUSSET DVTAIL vJ 00 <br /> EXIST 2x4's 4' O.C. <br /> 2i-I1 SIES \ SCABBED ON IgEW 2x8's <br /> WITH 16d 6 12' O.G. <br /> EXIST 4x6 STAGGERAD NAIL rrl <br /> HDR g WDW <br /> (TYP)t__AL) h+"� <br /> 2x4's / w <br /> 1 . 16' 4x4 min.past 124" O.C. O py <br /> max A 518' OJ galvanized m.b. @ 6'0"o.c.max.,Typ 61 / H1 CLIP AT <br /> or threaded rod w/ XIST /4' P r EA RAFTERS W <br /> nuts&washers 2'min D KIN I / TYPICAL <br /> h� W <br /> 44minand5"max ® / EXIST C2) 2x4 VJ > 04 <br /> 16" ✓ 04 <br /> TOP PLATES Q' <br /> H O <br /> max L, x8 M EXISTING (2) 2x6 16'O.C. (' � >4 <br /> Min. s800# i �I FLOOR JOIST SITTING ON V 0 Un <br /> tension straps Section A -t I T EXIST SCABBED ON 2x4'5 x <br /> 518' 0galvanized m.b. EXIST <br /> AND EXISTING LEDGER N W <br /> or threaded rod w/ V <br /> 6 2x8 min.blocking 16° O.C. 6 P ST REMOVE EXIST 1 nuts&washers GARAGE DR U <br /> 7 <br /> 2'min J <br /> AND FRAME EXIST Q� <br /> 2x8 min.deck Zmin ® PT 2x4 OPENING WITH <br /> NEW DOOR E WDW <br /> joists&rims 2,,' 'min and 5'max FURRED <br /> 2"min WALL g <br /> EXIST 2x4 FDN <br /> Note: 16' o.c. SILL PL APR 0 12022 <br /> Use above details for guard connections or provide engineered Min. 1800#tension straps <br /> design that shows Guards can resist a single concentrated load EXIST 6" FDN WALL of 2t70 Ibs applied in any direction at any point along the top and Section B CO Vj <br /> have attachment devices and supporting structure to transfer this <br /> load to appppropriate structural elements of the building per IBC PROVIDE R-13 INSULATION ��� pl wAsyC� <br /> sec 1607.7.1.1 AT WALL CAVITY AND PROVIDE �c`� p <br /> Z <br /> R-8 MIN RIGID BOARD INSULATION <br /> Guardrail Connection INSTALL PER MFR'S SPECS <br /> z <br /> ( (Guardriis are required when the deck Is more TYPICAL AT ALL EXTERIOR WALLS <br /> NEW 1/2' GWB THRU-OUT TYPICAL <br /> than 30"above grade.) � � 3433 <br /> ` ��1 <br /> 'S'f01VAL <br /> EX I -ST 5LE) FAQ IN <br /> 1/4'=1'-O' 3 <br />