|
�
<br /> 3 0 2x Framing Notes C t�;� IVE
<br /> _ _,
<br /> �,:
<br /> _ _ _
<br /> �� � ) EXE POST - � , � �i PASSIN RLI �� �_� � � �� � I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ��/O ��R/Tn, -
<br /> PASSING THRU 4X6 � ' PT(DBL� 2x12 HF#2 � ��� VERIFY ALL DIMENSIONS AND CONDITION IN THE F�ELD. ►F ANY QUESTIONS
<br /> ' A-5.2 AT 12"O.C. SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE
<br /> � DECK POST MF DK JST-02 �� RESPONSIBII.ITY OF THE DEGSION IS ALL YOURS.
<br /> 6x6 POST PT 2x12 H #2 AT 12 O.C. MF DK JST-01 ���� Precision £� Grace
<br /> � , - . PT 2x I� RIM PASSING THRII
<br /> d _ � � � � � � � �,:-�-� --�� � 2. REFER TO THE I.R.C. PRIOR TO ANY INS7A�LATION OF FRAMING
<br /> �` � � �'` � �PT 2x 12 R .`� -'�, ✓mrv� i� � `(_ `�� MEMBER OR ANY DRIL�ING, AND CUTTING AT ANY LOCATION. YOUR SHALL 2508 Audubon Park Dr SE
<br /> m _ _ .� � 1 �� �
<br /> � ' � � ��;�,�:�� BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, Sammamish, WA 98075
<br /> �.:.�:�.:
<br /> � � � � _�-r' � TO INCLUDE TOTAL REPLACEMENT COS7 AND DAMAGES. 7HIS APPLIES TO
<br /> C `� '
<br /> �__ , � — ' � �g ALL TRADES PERSONAL.
<br /> � 206-619-3995
<br /> � 5'-0 9/ ° � ? ? 3. THE LAST PERSON TO MODIFY ANY MEMBER OF 7HE STRUCTURE WILL 2eclecac7@gmail.com
<br /> OG x 4 4x 4 4x6 BECOME THE RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE. Skype:eclecticseven
<br /> ( X6 A-s.? _
<br /> � 4x6 E P ST D K OS D� P ST D C OS DECK POST
<br /> x ECK OST DECK ST � � X 4. ALL FRAMING MEMBERS TO BE INSTALLED SQUARE, PLUMB AND TIGHT
<br /> � ADD �JST ° � ' 3 7' WITH A TOLERANCE OF 1/64".
<br /> n. � FOR FIRE CE `
<br /> `�_�M_
<br /> __ __.�_...._...__. � 3 � � 8 9 �6� 6� I 5 8" I 6 0 I /I ' I 6'-I I 5/S" ��'```----- 5. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE
<br /> 4'-3 I I/16" SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE
<br /> � �f � � ECK POST INSTALLED PER MANUFACTURE'S SPEGFICATIONS.
<br /> !, ; 1 � I � 6. ALL NAILING SHAl.L BE IN COMPLIANCE WITH THE 2012 I.R.C.. TABLE
<br /> � � � 603.� (I), NAILING SCHEDULE
<br /> 10'-9°[ � 4'- ' I � 7.SEE FLOOR PLANS FOR ADDITIONAL FRAMING INFORMATION. ►�
<br /> I I
<br /> � XE ��_ f � ��� ( � 6 P 4x6 6x6 POST g. DO NOT OVER DRIVE NAILS OR STAPLES OR SECURE INTO THE FRAMING �
<br /> oc E� O$ � ,,�' i IN T DECK POST PASSING THRLI
<br /> MEMBERS OR THE SHEATHING. �
<br /> � _;;'``,�t � I T � LK PT�xI2 RIM �,�„'"_..,,.�
<br /> k 9. DO NOT OVER CLIT ANY OF THE FRAMING MEMBERS OR THE SHEATHING.
<br /> � �.,._�.� �.,, OVER CUTTING IS MODIFYING THE STRUCTURAL MEMBER. �
<br /> ci � I `j '� .o'
<br /> � / 4x 6 ►� � ro
<br /> � �
<br /> O L�CK POST S � �6 D K S P ST �� � Q
<br /> � � I :��� ,� � a
<br /> � �
<br /> U 4x6 � ��"`�� . �
<br /> �"``�-� � a�i
<br /> Q � � �,,._ CK POST � � ^'
<br /> � � �
<br /> � �'�� � U
<br /> € :r
<br /> I� 6 1 r
<br /> � � __ _ � � �
<br /> �
<br /> � � � � I PT�x I� RIM PT 2x I 2 RIM T 2x I 2 RIM DECK PO T -' �
<br /> , 2x Joist Hanger Schedule �
<br /> "" 4'-3 I 1/I6" ^ -
<br /> >t ` � PT 2x 2 RIM � �
<br /> ^� 6x6 05 X6 � � � 2 , 3'-I I" 14'-3 I I/16" 2x8 FACE MOLINT HL128 I •� ��' x
<br /> � PAS NG U cre sr ' -
<br /> y t P� x L G 4x6 SINGLE 70P FLANGE HU28TF � � � �t-
<br /> � ---� PT 2x I 2 RIM � � DECK PO T — ' � r`+
<br /> , x6 P ST 2x12 RIM �-�.� m
<br /> � , , ��� 6x6 P ST DBL FACE MOIINT HU28-2 ! '� O o
<br /> PT X I 2 LKG PAS NG T Rll PASSI THRLI O v
<br /> � � P X� B G PT(2) 2x 1� HF#2 6'-6" PT x I BL TOP FLANGE HL128-2TF I � � y
<br /> � � � � , ,
<br /> � � � _ MF JST-2 2'-3 3/4" �.- - � �
<br /> - 2x I 0 FACE MOLINT HLI�I 0
<br /> I 3'-I 0 I/2" PT 2x I� RIM
<br /> � SINGLE TOP FLANGE HLI�I OTF N
<br /> ��
<br /> .�
<br /> 42' � 6 �� �� x 1 BL 6 4�' DBL FACE MOUNT HLI�I 0-2 �
<br /> � s
<br /> 14'-3 5/8" ; ���`? � f '�-, TOP FLANGE HU�10-2TF
<br /> \� 2x 12
<br /> � , „ � �g� FACE MOUNT HU�12
<br /> x6 3-5 I/2
<br /> CK P ST � SING�E TOP FLANGE HL1212TF
<br /> � x6 i�� --- � - _ � � � � � _ � � 4x6---- - --- -----�� DBL FACE MOLINT H11212-2
<br /> �� DECK POST �'
<br /> � ECK OST �__�—
<br /> p� PT�x I 2 M TOP FLANGE HL1212-�TF
<br /> � Z-#-�
<br /> � �g 6 j ` 14'-3 5/S°
<br /> ry CK P S 6 -- � `� GENERAL NOTES
<br /> � x6 P ST ` 4x6�� Project Site:
<br /> a X6 PAS NG T Rll ��`` I. CHANGES TO THIS SCHEDULE REQUIRES WRITTEN
<br /> P xl2 RIM EC OST 4518 Seahurst Ave.
<br /> �� APPROVAL FROM CREATIVE COMFORT BEFORE
<br /> PT x 1 BL 6 � T x l G INSTALLING. Everett, WA
<br /> ����(��Tmm��� �~� 2. ALL POSITIVE CONNECTORS FOR WOOD
<br /> � Building Department:
<br /> C� E CONSTRLICTION SHALL BE SIMPSON OR EQUAL,
<br /> '� City of Everett
<br /> 6x6 ST 3. ALL SPECIFIED POSITIVE CONNECTORS MUST BE
<br /> P Deck Framin Plan 14 ' '/21 ��< , '' PASSI G THRU INSTACLED PER MANUFACTURER'S SPECIFICATIONS. Building Code:
<br /> 7 Main Floor, artial: g 4'-3 I I/16�� `�� �� �.R.c. �o��
<br /> � PT 2x I 2 M I 4'-3 1 /16"
<br /> CK P ST _ ._____ _�_ _._. ?�t� N
<br /> ���; �PT 2x I 2 RIM PT 2x I 2 R1M PT 2x I 2 RIM � /`�'�, N� N�
<br /> �� D PO T - ___-� ` E'
<br /> Deck Design Standards � W
<br /> LIVE LOAD
<br /> Structure
<br /> S W 5�
<br /> 60 P.S.F. 4x6
<br /> DEAD LOAD 12 P.S.F. CK POST �
<br /> T07AL LOAD 7� p.S.F, Legend
<br /> 4x6 7' S
<br /> x6 P ��?DEC POST 6x6 P ST Project Compass
<br /> DEFLECTION CRITERIA: PAS NG T RU ASSI THRL!
<br /> LIVE LOAD PREFERRED DEFLECTION: 3/8" .375
<br /> ( ) Desi ner: Vemon
<br /> „ . � g
<br /> LIVE LOAD MAXIMLIM DEFLECTION: I 2 .50 -`�"``_ i � � _ ; � � �
<br /> / � i �_ i i i i _; i ii i ii �.
<br /> � I FULL HEIGHT WALLS ,�,,/�"`�,� _ i �_ I l_ i i i I I_ I i I i � I i � I i � t � I i �_ i i ��� I i �� i i i i �� � i ,
<br /> LIVE LOAD:L/480 '�,,� }' -_--- � _ _ � _ _; � .luly 29, 2015
<br /> TOTAL : L/240 '� � / � � / � �:� � '/. � � / � �. ``-a� � � �
<br /> � Client:
<br /> BEARING WALL BELOW 6x6 POST �-- --------.,_ 6x6 POST
<br /> � -�., �, Naran"o
<br /> rv rE•
<br /> ASSING THRII PASS THRII
<br /> o, 1
<br /> I�� o .
<br /> I. THIS TABLE SHALL NOT BE CHANGED WITHOUT WRITTEN APPROVAL - - - �- ART FRAMING � ``�. 7 y_y January 5, �O I G
<br /> FROM CREATIVE COMFORT. EXPOSED BEAMS LAYOLIT HERE PT 2x 12 H #�AT 12"O.C. MF DK JST-01
<br /> Drafter: Vernon
<br /> �. THE PERSON WHO MAKES ANY UNAPPROVED CHANGES TO TH►S ' 36' 7' 0 2' 4' 8' June I 5, �O I B
<br /> TABLE SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL TO INCWDE TYPICAL HEADER
<br /> ALL COSTOFALL TYPFS. �='�
<br /> 50' Design Issued
<br /> �
<br /> �� _ � �� I �01
<br /> Ju 30 5
<br /> CONT►NUDUS HEADER - Y
<br /> ,
<br /> A �� � Scale: I/4 — I
<br /> -- _ _ __ --- —- - ,
<br /> I �- �� -w�� Bid Release
<br /> __. �.
<br /> � --��--��
<br /> Deck Dead Load Chart `�� ��� �� �; � � ��,��� July 31, �ois
<br /> HEADER TO OUTSIDE CORNER --
<br /> ����� Material P.S.F. � ��� Construction Issue
<br /> i I ,r�-,, �5� o,.
<br /> 5/4 x 6 DECKING 2.4� CONCEN7R,47ED LOAD SYMBOLS �r `\,
<br /> ��
<br /> ' JOIST: 2x 12 4.70 corvcErvrrurEo�ono � � RevisiOn - I
<br /> ; � REST ON A BEAM � Ma►n Fl oor: Deck Fram►n Plan „
<br /> Reserve for the Building Department
<br /> g Scale: I/4
<br /> TOTAL � �� CONCENTR,4TED LOAD
<br /> � SEE DETAIL"W"
<br /> Project Number
<br /> ENGINEER DEAD LOAD MINIMUM: 12.00
<br /> 4 6 y y � � � � � � 1 1 51 5
<br /> 6 R'IN __ ____,__. _._.____... _.._..�___. __ ._.�1--.--.- All Rights Reserved.
<br /> ` ` ` ` ` RIM 4 RIM All contents within this sheet is
<br /> GENERAL CONTRACT TO SLIPPLY THIS SHEET TO THE ` `. �, v� v� t/� v� v� rhe sole ro er o£Creauve
<br /> ELECTRICAL, MECHANICAL, P�LIMBING 6 -"'i -"'j -`r'-� ~ ~ ~ ~ ~ "' "' "' "' "' "' "' P p ty
<br /> ` ` ` �i '-i �I �I "'� "'� 'y Comfort.Reproduction by any
<br /> SLIBCONTRACTORS AND TO ANY THIRD PARTY � � 7p 7p � � -v'-� 6 -v'j � � -"�'j BLKG B�KG BLKG BLKG means eirher in whole or in
<br /> SUBCONTRACTORS THAT EFFECTS ANY ELEMENT OF THE ` � art re uires written ermission
<br /> � � � �
<br /> P 9 P
<br /> b Creative Comfort.
<br /> srRucruRE. � � Y
<br /> �._— --______ — - -____-- . . .
<br /> Sheet Number
<br /> �� Jst / 6x6 Post sca�e: � �/�" 3 Jst / 4X4 Post Sca�e: � �/�" 4 Jst / 4X4 Post Scale: � �/�" 5 Jst / Beam Scale: � �/�" 6 Jst / Beam Scale: � �/��� A-5.2
<br /> �___� � � �_
<br />
|