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<br /> i /� � �: �� ,� ,� '- �', �' i
<br /> i r`�/:�`"�/ �// /!/�'/� ���i'f� gg',/ i
<br /> i ���/�,.�! �/� j��� d'i`� � a
<br /> � E ATTIC j �`� '!��,� � ;�";�' � New
<br /> ;j,°� ' °�% ���°l !��."
<br /> � � �� � 4x4
<br /> Overframe roof per � �,� '�i`''./� �,; i���t:;` '
<br /> �� �� � i � r �/ ''��' i% '�j��'' i '
<br /> note OF in the � /�;� �� ����;%,/���%, , , post I
<br /> � HDR '
<br /> structural notes at ; ��'`�� -.�;�%%�;�'%% ,�`` ' Assumed existin � Manufactured scissor
<br /> fy �f� ��
<br /> �
<br /> � trusses @ 24 o.c.
<br /> hatched area � ,'��; f�;/, ;'��f, �;� ..�` ;! New roof i i
<br /> � ,,f,'�, ;�,/��'�''� ,�,'� �� framing, contractor verify m •
<br /> i "f'i r�'�J� j// ' �� �j�����` '
<br /> i ,�', � ���E ,�. I
<br /> � �j ,�i�,,,: �""�i ' �,; N �
<br /> �,,�/,, l �/ I
<br /> � .!/�� �!,f-f'',�,�� a/'/�j/.+�/.��� '��� I \ I
<br /> I f./l ,.,✓" J��./,..! � ` � I .
<br /> � �t/ � J+`F�/�� �,�/y � �� I OV I
<br /> � '�.�j+'�rF'y /�.. J�/�+'����!�.��� � ��� � . /� .
<br /> !s`'%'� /,�i/. �i ..a/:.. I � k:;
<br /> f,�
<br /> r
<br /> ��`/ �' I
<br /> �`� � y/ �� �ry/,��� � \ I �
<br /> !�''f`' � ���; i M r .
<br /> >�';,� '�'j �� ��` '��'�`�; � � Deck outline
<br /> r�!�/,/,�,;,� /, � ,/,%,�'���;,;, i � , ` ,
<br /> �,�f� /�`` ' �����,/ �!: .
<br /> °' HDR I
<br /> ;�'����``�' ;:�i ,� f.��,��,�;� ; New 6x6 post � z �
<br /> I � '�'"��,`�'�.� � /�'� ���!,%; � . . i .
<br /> l'' ����� �� �,°�'�� �;��i -,, � '
<br /> !f /3 �� �� � � � � Assumed existin � � New
<br /> �,� ��� �; �1 � ��'� : � r'!�% framing, contractor verify � � 4x4 SW1 4' �
<br /> I � �° '.�` !'� / � �.�;�'�� ' ��'��°`�� � i � �
<br /> �,� �r�.��` /. � ,��' '' � i pp .
<br /> :,�b° �/j �;',f;`��i�,�/ %�;� � �� , � post HDR Denotes (2)
<br /> � � �;;.� �,�
<br /> :%`` ���'`;.�.«�,,�,�, � ,��,�;�'��' ���� �j ,��`/�`i���/�'' % ;� , Ur �
<br /> t�` �+'i.i /�, 's' �. ';`m' ,,,"��� � .e"-/,� / f ��'"�r / i �
<br /> 1 d,�`, � �, , �;�,,�j, , �j,�� 2x8 HF #2 header
<br /> I �)� �TJ C I�'�'. �,f` f� d�.�.``� s ..^���j � a'T'�i i�s 7 f,�T.��.F"�./ �''j�..+/T ..� � i `� H D R �
<br /> Existing Upper Floor �, � , . � , /,� �; ,��,_��;���'f, �;,� ,,,�;;��% f��,i�,�a,,,�'/�,,/,,�/, % Sister 600S162-42 Steel joist to each r —. —.
<br /> i �;�,� �� �/'� /� �� � T�, ��� r, ��� �' -,��' �,T, ' � �
<br /> � �i,, f� � � /f�� rf / � �/�° / � ��'
<br /> ,�'�, �' ;v ,�, � �� � ,�'� �� %������ � existing 2x8 joist with No. 8 screws @ 2' � �
<br /> .� � � � , �i��� �' /` �.�°`� /-�j, / � � r'
<br /> ',; ;�,�,�/, ' ,��� ���/`�f� ��i, :.. /,�,,;,;;%�,�� � vi e 2 screws each end.
<br /> /,.;,�, ;�/�;, ���'f �� � „ � . , .�'� o.c. Pro d ( ) � (
<br /> `j�" ' '°�" � 'r`,. '.�,, �,`/'���; �/fj�f f`` i . � �;
<br /> 2x6 HF#2 � ��' �"�/, � New stair o enin
<br /> @ Existin rid e �'m ��-° �� % �- � � �
<br /> 24" o.c. ceilin g g I ';,��;�' ,`'%',�% `���� /� �'` - � P 9 � � � U28-2
<br /> , HDR I
<br /> g 1�, ,%; ,,y�,,/�, � : ; Z � z i CS 16 •
<br /> � joists '%�`�%�''�;';.�%% � SW2(5') 3 .
<br /> CS16 � ,� New ridge �i`;!/��,�'" ,�, , — — � ;
<br /> / , ,�� �"�����;�`�` ' New walls below � . New 6x6 post • SW1 5' •
<br /> � �% �, ;y,`���i��;'��''' � � � ( )
<br /> New manufactured � � I �'`� �
<br /> ` 3 if�''� �. . � ,/� ;+ i, �.; /�,:, ' HDU5
<br /> trusses @ 24 o.c. ,�;� .. ,
<br /> �� �
<br /> �� ;��� �l .� I p s Ne �,�����i,��: � ,'�.; - _ _ _ _... ---- -----; DR
<br /> . . ....... ._...__.. y____" .. __ '__"— __ __ _—_ ___ ______� .
<br /> ��. i�`� �r� � � ,'��''�/���"r� �'' % � Fi� -
<br /> ,�d � � �
<br /> ; ; - - - - - - _ _ -- -
<br /> � i
<br /> �
<br /> , � � � � , �, , ,
<br /> %i �.�/� ��/�°`� . .�,. .� � >' ���``�,�'� /� ;�% � . ,� ...._� • •
<br /> - �... __ _
<br /> _
<br /> SW1 (5.5') ,;�., . I � '�'�'��� `�'�`� � '��" --- - - � ; 4x8 DF#2 header with UP �
<br /> %�/.,.' ,�i /�%` � n , a � ti .� �
<br /> �. '. ........._._.__.._.._: i
<br /> around window �l '€a,.����,�� / �� �`'f ;% .�", � CS16 to post each end �
<br /> � �"// ��� l� � . �:;
<br /> ; :�j,�`/ f�;;��/��/ ,�' ��,�/��/�'�; SW1 (Full length) � � • Infill old stair opening with
<br /> per detail SW1 � F/�� I ;,,, ; � , , � new 2x8 HF#2 16 o.c. •
<br /> /� (2) 2x6 H F#2 �� �'�`��.�°;�� , �/ ° � • @ ,
<br /> /�`�,,�!� ' �i��l_� ��F"����` ' � f .
<br /> � .... ,� � �, ,, �°,.�i," � � SW3x (3.5') HDR �
<br /> CS16, wrap around I /.�;, �°� �;-,��/,�'�,, � •
<br /> beam below �
<br /> 2 2x HF#2 header �'����; �`%'� ��� � SW2(4')
<br /> � ) � � �;, � �
<br /> ,�� ;��/ NEW � �
<br /> � f ,;% �`,,,// ; ,
<br /> I � �� ;��� ATTIC ; HDU5 HDRq �� . '
<br /> ,`� ����,r ' �•�
<br /> I �
<br /> .'� /�,'���s � s
<br /> � I I
<br /> , ,'�`����� ; �
<br /> � Demo existing stair /�,!�,/�,� � � .
<br /> ( .,%��,�;���� � Hold down per I
<br /> ;�;, ,�� �
<br /> �!� / ; Sister 600S200-68 Steel joist to each side detail HD1 SW3x (2.5') •
<br /> I /,�j i Manufactured
<br /> .� �
<br /> of existing 2x8 joist under dormer wall, i trusses @ 24" o.c. �
<br /> I � with No. 8 screws @ 2' o.c. Provide (2) New (2) stud post,
<br /> ; screws each side of each end. Existing typical minimum • -
<br /> � window, typical
<br /> -------------------- 4x10 DF #2
<br /> .,.:,. ,�,.,�W�
<br /> � € ,— ,_ ,_ ,_ ,_ ,_ ,— ,
<br /> °�».��:�. .�.� •
<br /> UPPER FLOOR �
<br /> , _ MAI N FLOC �
<br /> (2) 2x8 HF#2 New exterior stair �/4�� _ � �-
<br /> � - - - - - - -haader- - - - - - - - - - - - wallperdetailF2
<br /> . p . � .� .� _ .
<br /> _ •J 2x8 DF #2 ledger with
<br /> - - - - - - - - - - - - - - - - (3) 1/4"x3-1/2° SDS E
<br /> „ ,, p
<br /> Nheest uctu al DTT2z with 1/2° � ( screws @ 16" o.c. .
<br /> notes threaded rod per �
<br /> - - -
<br /> . �------
<br /> �
<br /> detail D2 � '----i � ;
<br /> Existing . , , � •
<br /> crawlspace ° � — — — —J �-T- i � _ ; 4x8 DF #2 U �
<br /> I � � i � deck beam �� � �
<br /> New foundatidn � � ( c°n' rn °
<br /> r detai F1 � ' �'Q � .�'
<br /> New 18"x18"x12" deep footing �� � 4x6 DF post with 18" deep �� � N �,
<br /> � with (2) #4 bars each way Outline of new � � ( x24"x24" footing with (2) #4 � �' � .�
<br /> . . . . . . . footing 1 I 2x �-- -� �- ' each way W� � � �::
<br /> . o. � 8HF #2 , � � � .
<br /> � ' `o �,
<br /> � � @ 16" o.c. �-�-! i -- --� � Z o U £, .
<br /> � � � 6x6 post � � � U�
<br /> 2x6 DF dia onal braces er ` Q � �
<br /> � � � • J P �� � o
<br /> • • � i � detail D1 � � _ �
<br /> � � Existing concrete � -- '; , � • � � �� '
<br /> � � basement wall � �___ ; I I � ( � � a�
<br /> 0
<br /> Existing post to • • SW1 (12.5') . � v
<br /> remain, typical � � � Footing � � �_, r--� --� '
<br /> � Ste er �— •— •— •— •— •— •— • — •— •— •— �--.
<br /> _ � � p p p 7x11-1/4 PSL � � ; � ; �
<br /> I I detail F3 � � �_�_� ; � �
<br /> Existing beam line, � � '� - �
<br /> typical � � � New 30"x30"x12" deep � ; �
<br /> .�, .�
<br /> I I I footing with (3) #4 bars � ' LSTHD8, align �
<br /> I I I each way I � with CS16 above � 4x6 DF post with 18" deep � �
<br /> . . I I i x24"x24" footing with (2) #4 .� M
<br /> - Existing unfinished ;"'� "'� U28-2 hanger � each wa O � O '
<br /> N
<br /> I I , t � , i � • Y ,_ � � .
<br /> basement ' ' � •
<br /> � New stair, open � — �� 3-1/2 x 9-1/2 PSL � � ,_+_, r- • � '� 'Q �
<br /> to above _ __ DTT2z with 1/2"� � � � � ; � � � j
<br /> � D o u b l e 2 x 8 j o i s t threaded rod per �---' i __ _; Q � � •
<br /> � r - � detail D2 � � Stairs � � ,�;
<br /> � •—
<br /> � � , � _ '_ '— I I � = i
<br /> ` � � � I � _ � .� N � �:
<br /> I � i L CO W
<br /> � ♦^
<br /> N ew 2x8 H F #2 �--�-� � � ' � v � .
<br /> � I
<br /> o � @ 16" o.c. �--�— •— • ( �- -, � _ ,
<br /> • • � New 2x12 H�' ' � -'
<br /> � � -�-- New 18"x18"x12" #2 16 0. � �- � �
<br /> @ ¢' ( Extend footing as
<br /> � I � deep footing with (2) � �
<br /> � � ' � #4 bars each way � ( necessary for
<br /> Contractor to verify • � ( stairway base
<br /> � existing beam � � � � R visions:
<br /> . . . -- ------- -
<br /> � � DTT2z with 1/2�' I �-I - � 1�09/01/16
<br /> ' ' . threaded rod p I � • �
<br /> � � �- --------------�
<br /> � ! Note "NF" per New basement detail D � i �
<br /> ( � � � 4x4 post with �� �-'��'t� ate:
<br /> the structural I �___! „ „ „ �� ���a���,���'�_
<br /> I ( � notes - - - - - - - - - - - - - - - - 'J � 18x18x12 deep �,� �'�, 6/24/16 �
<br /> { � ,.;� �L°
<br /> — � — — — — � footing with (2) #4 bars �,� ,a; � ��
<br /> P
<br /> p . . . — . . . - - , - - - - - - - - - - - - - - -J eachwaytypical � �
<br /> �� �2�2x8 AF�2_ �� ,�.�, � � ��� �,� � �.� heet:
<br /> �._� ��, `��'�� ����-� ��������`
<br /> B�ASE M E N �`������������� S�
<br /> � 1� /\ /� /� l� /� /� /� 1� /\ /\ /� l� /\ /� /� l\ /\ /� /� A /� /� /l l� /� /� /1, l� /� /� /� 1\ /� /� /� l\ /� /� /� l� /��%� � � -0 �
<br /> �:
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