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(E) JOIST OR RAFTER JOIST OR CONT DBL TOP ��
<br /> CRIPPLE STUDS TO
<br /> RAFTER/TRUSS _ ALIGN w/ STUD WALL PLATE
<br /> FRAMING
<br /> V \\I \II
<br /> 1 I CRIPPLE STUDS TO
<br /> ALIGN w/ TRIMMERS :°
<br /> _J
<br /> Q
<br /> 1 1\\ I I I I P �( ! I-I ! a4,..,-,,:', z I 1 1 i-! 11 I I i- F_-
<br /> HEADER PER PLAN — _
<br /> �_ /�; ( FLUSH TO =1 '1��R 11 ,; 1;
<br /> -- 7 EXTERIOR i 1=' 1=1, -: HD
<br /> REMOVE FINISHES REMOVE FINISHES \ II U
<br /> LGTKING - _
<br /> (3) 10d EA END RECOMMENDATION (3) 10d EA END RECOMMENDATION STUD OR POST PER
<br /> UNLESS PERP. UNLESS PERP, z c
<br /> FRMG ABOVE (3) 10d @ EA BLKG FRMG ABOVE
<br /> (3) 10d @ EA BLKG o z PLAN H � � �����,
<br /> w
<br /> Q M
<br /> OPENING �� OPTIONAL 2X TO 0
<br /> SOLE PLATE w/ PWDR ACTUATED o
<br /> A DOUBLE TOP A MATCH WALL TYPE
<br /> 13) 8d @ 16"o/c FASTENERS DOUBLE TOP
<br /> cc i
<br /> PLATE EMBEDDED 1" INTO PLATE \
<br /> H
<br /> FRAMING( SHTG (N) INTIOR Caj
<br /> CONC. SLAB T - 2X TRIMMER -coZ r W
<br /> NON BEARING WALL NON BEARING WALL M
<br /> (JACK STUD)
<br /> _ -�_ _ �_ _ I1►�� QTY PER HEADER c^o w
<br /> Cr/-1---_. -; 12" DIA, C,I,P, CONC. N o p. _ N SCHEDULE. FACE
<br /> NAIL TO KING STUD m. FOUNDATION •� -0
<br /> U) g 7
<br /> F.F. N DOUBLE 2X SILL 0,;44,�� v 1-
<br /> I P.T. SOLE PLATE PLATE °%t
<br /> W �0 (I) N
<br /> w/ GALVINIZED � o NAILS OR BETTER SOLE PLATE IRO) ROUGH CRIPPLE STUDS TO w
<br /> �E) JOIST OPENING ALIGN w/ STUD > w
<br /> WALL FRAMING } N
<br /> �► co
<br /> C NEW INTERIOR WALL SECTION2 TYP. OPENING FRAMING7 GONG. FOOTING DETAIL
<br /> APPROVAL STAMP
<br /> SCALE: 1"=1'-0" A5,1 SCALE: 1/2"=1'-0" A5,1 SCALE: 1/2"=1'-0"
<br /> ENGINEER STAMP
<br /> BALUSTERS SPACED SO EXTERIOR 2X4 AT TOP BALUSTERS SPACED SO EXTERIOR 2X4 AT TOP
<br /> THAT A 4" SPHERE AND BOT OF HANDRAIL THAT A 4" SPHERE AND BOT OF HANDRAIL
<br /> CAN NOT PASS THRU 3-1/2" OFF F.F. CAN NOT PASS THRU 3-1/2" OFF F.F.
<br /> PROVIDE 4x4 EXTERIOR PROVIDE FB24R CLIPS PROVIDE 4x4 EXTERIOR PROVIDE FB24R CLIPS
<br /> RAILING POST @ 6'o/c EA END' RAILING POST @ 6'o/c EA END,
<br /> OR PER CONTRACTOR " DECKING & NAILING OR PER CONTRACTOR 1 DECKING & NAILING
<br /> (2) 5/8"DIA, A307 PER PLAN (DIRECTION (2) 5/8"DIA, A307--\\ PER PLAN (DIRECTION
<br /> BOLTS MAY VARY) BOLTS MAY VARY)
<br /> RAILING POST PER "�"'�'°° o o� RAILING POST PER "'�4 31.© _All PROVIDE SOLID BLKG
<br /> I PLAN, DO NOT NOTCH ''��� 'If ACROSS FULL DECK
<br /> PLAN, DO NOT NOTCH
<br /> 4x4 RAILING POST AT 4x4 RAILING POST AT AJMII DECK JOISTS PER POST, PROVIDE CONT,
<br /> BOT, °��� � PLAN BOT, ;
<br /> ��° CS16 STRAP ABV, BLKG
<br /> HANDRAIL & GUARDRAIL GUARDRAIL/ / GUARDRAIL RIM JOIST OR BEAM I SIMPSON DTT2Z w/ RIM JOIST OR BEAMI 2X BLOCKING w/ (3) 16d W
<br /> SPACE POSTS 6'-011o/c OR PER MFR PER PLAN ZI I 1/2" DIA, BOLTS THRU PER PLAN 7.•
<br /> I I NAILS EA SIDE AS SHOWN
<br /> HANDRAIL (2x6 TYP)
<br /> CIRCULAR HANDRAIL „ POST // JOIST POST // SIMPSON DTT2Z w/ 1/2"
<br /> BUILT SO A 4 DIA, SPHERE WILL TOPRAIL (2x4 TYP) PER PLAN PERPENDICULAR TO JOISTS 0
<br /> 1 1/2 MAX FROM NOT PASS THROUGH PER PLAN PARALLEL TO JOISTS HOEDOWN PER
<br /> WALL AND 1 1/4"-2" POST (4x4 TIP) 2 U
<br /> DIAMETER. 4"-6 1/4" -I
<br /> PERIMETER IF NOT / 4 TYP. FRAMED HANDRAIL o W w
<br /> 0 N O
<br /> CIRCULAR � A5,1 SCALE: 1"=1'-0" w LL ,.....
<br /> BALUSTERS _
<br /> 0/
<br /> ' 0
<br /> ai o
<br /> 12x2 TYP) ; Q W m Q ccOl
<br /> a�
<br /> w -o E
<br /> o 0 zz2
<br /> Z / zo
<br /> � 2Ma W
<br /> 410 (,)
<br /> DECKING PER ARCH. (1)
<br /> EXISTING SIDING &
<br /> P,T, 2x4 BEARING & (2) 1/2" DIA. A307 .....1
<br /> ao _ BEAM PER PLAN THRUST PLATE w/ SHTG BOLTS @ 16"o,c. OR (3) G�
<br /> POWDER ACTUATED CONTINUOUS FLASHING 1/4" DIA, SDS SCREWS I—
<br /> II i STAIR STRINGER 11 WITH DRIP EDGE @ 16"o,c, LLI
<br /> PER PLAN FASTENERS @ 12 o/c
<br /> >< \ ell) o �� 11' DECKING & NAILING 0
<br /> Q a _ ``' Q U' ° 1�1�� / , STAIR STRINGER PER PLAN (DIRECTION --I
<br /> / c„ CD f w �� SIN BASERAIL 1111
<br /> ``"`r � !VI > _1 LLI co (2x4 TYP,) !��' PER PLAN NOTCH STRINGER & MAY VARY) EXISTING SHTG
<br /> N-i\ a Q STRONG BACK _ - 1
<br /> v z �� I g I 0 rl_r i AROUND BEARING & __
<br /> c, ® o mid THRUST PLATES i i ',I I-
<br /> 400/r / � JOIST PER PLAN o 0
<br /> ti 10" MIN 3/8" MAX fro W
<br /> TREAD WIDTH VARIATIONLui c (2) 5/8"0 x 7" LONG EXPANSION d I e I-.
<br /> 7\ BUILT SO A 6" DIA, FROM BOLTS :,„,,,,;.,,,,,..,,..,
<br /> /° _SPHERE WILL NOT LARGEST Q H � _ SUPPORT � � � � dALTERNATE SIZES & LSTA24 w/ 10d �-! HANGER PER PLANPASS THROUGHTOa EXISTING JOIST �"�SMALLEST r Q I� MOUNTING OPTIONS MAYFRAMING NAILS @ EA .;qEXISTING RIM JOIST
<br /> LINE OF TREAD NOSING Q BE SPECIFIED BY AN STRINGER w : ..„ ._ _ DECK JOISTS PER <C
<br /> Ct
<br /> e ' _ APPROVED HANDRAIL MFR, PLAN (DIRECTION MAY EXISTING STUD WALL
<br /> I VARY) JOB NO. 18-055
<br /> NEWEL POST (4x4 TIP) // LEDGER PER PLAN HALF SCALE 11x17
<br /> STAIR TO FLOOR CONN. STAIR TO SLAB CONN. FULL SCALE 22x34
<br /> 3 EXTERIOR STAIR, LANDING & GUARD DETAIL 5 EXTERIOR STAIR DETAILS 6 LEDGER ATTACHMENT SHEET
<br /> „ A5,1 SCALE: 1"=1'-0" l /\ 5 1
<br /> A5.1 SCALE: 1 -1 -0 A5.1 SCALE: 1 -1 0 Gil °
<br /> REVIEWED FOR PERMIT
<br />
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