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--- - - -----�' enrua�±- -- __ _ _ .
<br /> MARI USZ
<br /> RYNKIEWICZ
<br /> �
<br /> rnnnpR � NFn�c ���F
<br /> B U I L D I N G
<br /> D E S I G N
<br /> 2 0 6 .4 7 4. 5 9 0 9
<br /> I 42'-0"+/-
<br /> � x4 PTDF POST x4 PTDF POST BEYOND
<br /> �
<br /> i 5 8
<br /> DTT2Z INSTALLED i
<br /> @ EACH GUARDRAIL I 2x2 WOOD PICKETS 2x2 WOOD PICKETS A2 A2
<br /> POST, TYP. BEYOND @ 5" O.C. EQ EQ _ EQ __ EQ _ EQ
<br /> � - ---�
<br /> � � 2x CEDAR DECKING 2x CEDAR DECKING
<br /> i I
<br /> ` ( - -- --- — - I -- --- -- �-- ---- —�— --- — ------ f --- — -- �-'�_i� —2x6 @ EDGE
<br /> j (1)#8 WOOD SCREW OR - — - — �— I —,'— I I , �--2x6 JOISTS @ 16" OC
<br /> � 2) 1/2" DIA. HDG MACHINE (2) 8d SPIRAL SHANK NAILS I I I ! � I i I I I I � � I I I ! I I I I I ! �
<br /> � � THRU BOLTS �o ' , . ' ' � � , � � � �Q � � —4x8 BEAM
<br /> -� - ! I � I I I i 1 ; � � � I � � � � � � � � � � A , ; ��-_
<br /> O O \ N I I I , , , , � , , 2
<br /> - ---- { ' ' ; i � —4x4 POST, TYP.
<br /> �o �o % i � - � -- - -- � -�t- ,- --�.---�- -- - � - -� --_ �- --� -- _-� _�_ _. �.. - I _ I I I I
<br /> - - � `: _.-- - ._
<br /> , � , , � , , '
<br /> �___-- � 2x6 PTDF RIM JOIST 2x6 PTDF RIM JOIST � � � � � � ' ' � I I I I I I I I I ( II ; ; ;, ; ;� ---�3'x3' CONCRETE
<br /> � 5 8 � � � i i � i � � � ; � � � � � i � i � � � � � � i� � � �� � ' LANDING
<br /> , , , , , , '. ,
<br /> '�"—"— � -2x6 PTDF JOIST @ 16" OC - � ���--- � ---}---2x6 PTDF JOIST @ 16" OC 9 � •
<br /> ; AZ AZ _ I I I ( { I � 7 I ! I I I I I � ' � I I I � I I AZ ; ; �; , ' __—�x�.5" RISER,
<br /> � , : , , , , , , ; ----
<br /> ,�' 'J ' � I I I I I I i A2 I f I I I I I I I I I I I i I I , I II � � � ; ; 6x10° (EXPOSED)
<br /> � � � � I I 1 � � � I I I ( � � � � I � � � ' � � � � � ���I -�`?��,�,_ _.-.-(2) 2x6 TREAD
<br /> 4x4 POST @ DECK 2x2 PICKET @ DECK i i i i i i � i i i ; i i i i i i i i i i i ; i i i : ;i i i �2x6 LEUGER
<br /> �---J---l--�---1 — 1- -�— i-----�---� l-- �----�--�---L--�--L-1---1----1--�---1--�---�---1--1- -IJI� ---L-- �
<br /> 3" = 1'-0" 8 3" = 1'-0" 5
<br /> (2) 2x6
<br /> 6
<br /> SIMPSON EXISTING WALL
<br /> A2
<br /> LSC ADJUSTABLE STAIR
<br /> STRINGER CONNECTOR � EXISTING SIDING EXISTING HOUSE
<br /> 2x CEDAR, TYP. j WRAP WATERPROOF MEMBRANE
<br /> OVER FLASHING
<br /> I '
<br /> I ` EW CONTINUOUS GALVANIZED
<br /> 10" EXP. 1" j!; METAL FLASHING WITH DRIP EDGE
<br /> � REMOVE EXISTING SIDING
<br /> NEW 2x CEDAR DECKING PRIOR TO INSTALLATION OF
<br /> NEW LEDGER
<br /> SIMPSON
<br /> N TA TREAD ANGLE, TYP. NEW 2x PTDF LEDGER W/ (2) 1/4" DIA. x4.5" DECK — FRAM I NG PLAN
<br /> � SIMPSON SDS SCREWS @ 16" O.C. '�
<br /> ~ STRINGERS 1/4" = 1'-0"
<br /> NEW 2x6 PTDF. JOISTS @ 16" O.C.
<br /> NEW HU SERIES JOIST HANGER Z
<br /> @ EACH JOIST, TYP. O
<br /> ---- W C�
<br /> DTT1Z DECK-TO-HOUSE LATERAL Z
<br /> LOAD CONNECTION, @ EACH END U =
<br /> OF DECK
<br /> Z �>'
<br /> EXISTING FLOOR JOISTS �
<br /> >
<br /> W �
<br /> STAIR @ DECK DECK @ EXISTING BUILDING
<br /> EXISTING HOUSE � �
<br /> g 6 BEYOND � w
<br /> 1 1/2" = 1'-�)�� 3�� = 1'-0" w
<br /> � , .;,w . . n , J�,� 2x WOOD CAP
<br /> ; . ,. : � < ».7
<br /> (.,f W . . -� _ . _ ,� ��1L' ,. `r�.k�.s' . �=rp..i�i�`� �r'� .=�5 S �. /`�"'(,�y � .
<br /> 4x4 POST @ �
<br /> 2x6 JOIST � 5'-0" OC MAX. �
<br /> 4 I 2x2 PICKETS @ �
<br /> H1 HURRICANE A2 0 � 5" OC Q IW
<br /> TIE, TYP. �_ � � Q
<br /> ._ ._ � 3 �
<br /> — — 11 A2 �
<br /> � 6 5 O
<br /> A2 @ WALL A2 �
<br /> A2 A2 � �
<br /> 4x4 POST @ EDGE 4x4 POST, ~
<br /> 8 '
<br /> � ,o, , A2 (6) TOTAL o Y
<br /> (2) 1/2" DIA. HDG MACHINE � � �
<br /> , �� � , � � '
<br /> THRU BOLTS '_ L{ , � � � �
<br /> � �� � � � � '
<br /> _ L� , , , � CONCRETE
<br /> , �� � , � � �
<br /> �� , , , � FOOTING
<br /> �--- , � � � , � � �
<br /> STEEL ANGLE LAGGED
<br /> TO CONCRETE & TO � CONCRETE LANDING �LL I I � ' '
<br /> , �, � , , , �
<br /> �I � � � ' 18" TYP.
<br /> '-- , � � �
<br /> STAIR CARRIAGE � 4x8 BEAM � LL�GRAVEL BED
<br /> O O �
<br /> SIMPSON
<br /> , , AC4Z POST DECK — FRONT ELEVATION 2
<br /> � � � �
<br /> � � CAP, TYP.
<br /> 1/4" = 1'-0"
<br /> � � 4x4 POST
<br /> � �
<br /> � �
<br /> � �
<br /> I I
<br /> I I
<br /> -�
<br /> STAIR @ LANDING � � TYP. BEAM TO POST CONNECTION 7
<br /> 1 1/2" = 1'-0" SCALE: N.T.S.
<br /> 4x8 BEAM
<br /> I �
<br /> 2x WOOD CAP
<br /> EXISTING
<br /> INTERMEDIATE 4x4 PTDF BUILDING
<br /> POSTS @ 5'-0" OC MAX. �
<br /> NOTES: V
<br /> EXISTING 2x2 WOOD PICKETS �jJ
<br /> 1. H�NDRAILS HAVE A 1-1/4" -2" GRIPABLE CROSS SECTION, NO SHARP BUILDING @ 5" OC �
<br /> ,
<br /> CORNERS AND AT THE HEIGHT OF 34" TO 38"ABOVE NOSING, EXTEND /
<br /> CONTINUOUSLY FROM TOP TO BOTTOM RISER AND TERMINATE AT HANDRAIL,' f�'��t i. 1.�`% ji�-� 4x8 PTDF BEAM O
<br /> NEWEL POST OR RETURN TO WALLS. j
<br /> 2. HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH OF THE STAIRWAY 4x4 PTDF POST O
<br /> SIMPSON � 1/2" AND SHALL PROVIDE 1 1/2" SPACE BETWEEN THE WALL AND � -
<br /> AC4Z POST HAlVDRAIL. , , , , , ,
<br /> CAP, TYP. 3. ALL GUARDRAILS SHALL BE MIN. 42" HIGH WITH PROVISION TO STOP � ; ; � ' '
<br /> , � �
<br /> THE PASSING OF A 4" DIA. SPHERE THRU 2x2 SQ PICKETS. �` ! � `1
<br /> 4x4 POST 36" CLR DATE
<br /> STAIR 10.2018
<br /> ; i i � SCALE AS SHOWN
<br /> , � � '
<br /> �LL{ DRAWN
<br /> TYP. BEAM TO POST CONNECTION DECK — SIDE ELEVATION 4 DECK — SIDE ELEVATION 3 JOe
<br /> 11 � 1/4" = 1' 0" 1/4" = 1'-0" SHEET
<br /> SCALE: N.T.S.
<br /> A2
<br /> OF SHEETS
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