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E. 6�� R� �1TIVE . <br /> O 2x Framing Notes �"r' <br /> ���� <br /> E. 20' E. 14' E. 28' ������'����' ' <br /> I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DfMENSIONS. <br /> VERIFY ALL DIMENSIONS AND CONDITION ►N THE FIELD. IF ANY QUESTIONS ' • <br /> SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE Precision � Grace <br /> PT 2x12 DF#� AT 12"O.C. UF DK 1ST-01 <br /> IRC, SECTION RSO7 RESPONSIBILITY OF THE DECISION IS ALL YOURS. <br /> 2. REFER TO THE I.R.C. PRIOR TO ANY INSTALLATION OF FRAMING 6619 132nd Ave NE, , <br /> s�-i i �i ° s�-i � �is�� 5'-I I I/8° 6�-2 5is�� EXTERIOR DECKS PosrMaaBoX2�2 <br /> MEMBER OR ANY DRILLING, AND CUTTING AT ANY LOCATION. YOUR SHALL Kirkland, WA 98033-86�7 <br /> Structure --� BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OF THE F�'AMING, <br /> � � STAGGE ED PT 2x I 2 BLKG F DIRECT FASTENING ��r ` TD INCLUDE TOTAL REPLACEMENT COST AND DAMAGES. THIS APPLIES TO o 0 0 <br /> g ALL TRADES PERSONAL. <br /> Legend _ �� ��,��F �� ��_ �; ,� <br /> _.. ..; r� <br /> ��� F" � ` `° <br /> s� t t� <br /> ` h . . €k ,��� f� � ��.�"� 206-619-3995 <br /> __ _ n�,��,m __� e � � � e _ .� �� . m .� �..r . � C � � � T E IL L ` <br /> "�'` � �' �e>° 3. THE LAST PERSON TO MODIFY ANY MEMBER OF THE STRUC UR W ? <br /> � ,f � � � � '� y,,,��, eclectic7@gmail.com <br /> " �° BECOME THE RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE. Sk� e eclecticseven <br /> � � ��,�` 5P <br /> �... <br /> __ _.____.__._ ._._ry � _ _� � <br /> �� �� ,� - ., � �_._l, <br /> e, <br /> _. ' `=. <br /> ____—„�-�._.. w .- <br /> Fuu HEi�Hr W,4us ry i� � �} � � ' �� � �' � 4'-5 9/16° � (� �k� �`z= =}. ALL FRAMING MEMBERS TO BE INSTALLED SQUARE, PLUMB AND TIGHT ; <br /> �* --•'��' � ` `� '� � � WITH A TOLERANCE OF / 2 ' , <br /> �. _ �,,� £ . - <br /> �.e�'�.�'!��i���i%�.��i/;�i- � i � �� � 3 „ <br /> .. \ ....... E ........ <br /> � E <br /> � I ' ,__� �� �_�___� _____ ___��. ____�___�. � <br /> 6EARING WALL BELOW gt7�� j ;� ,, , ;? �. 3 �T`�m��`��� � 5. ALL CONNECTOKS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE <br /> � --•�; � SIMPSON OR EQUAL, ALL SPEGFIED CONNECTORS AND FASTENERS MUST BE <br /> , _ ; : � ; , <br /> ' � I 4' � INSTALLED PER MANUFACTURE'S SPEGFICATIONS. <br /> � � � � (3) ={x I 2 STRINGERS � � <br /> EXPOSED BEAMS�' 'Y_��W ��}' ? <br /> � 1={-S +/- � 4'-5 9/16"�3'-S I/4" ! 6. ALL NAILING SHALL BE IN COMPLIANCE WITH THE �015 I.R.C.. TABLE <br /> � ��_._ � ��� � ---- � � � � 60�.3 (I), NAILING SCHEDULF <br /> . �� � _��_ � � <br /> iYVICAL HEADER � <br /> ---, r} ; � <br /> 7. SEE FLOOR PLANS FOR ADDITIONAL FRAMING INFORMATION. <br /> ._�"�s,.�: �,.::.� wz,�.�.,,:�'"1 _ . , _ . . . <br /> CONTlNl10US HEADER � � �. �� � 8. DO NOT OVER DRIVE NAILS OR STAPLES OR SECURE IN70 THE FRAMING � <br /> � 3'-S" � ' �a,, M>�J �; � <br /> �� , j MEMBERS OR THE SHEATHING. O <br /> �..�� z; `-: <br /> � � � 4'-9 I/16" _�. . � <br /> ,�-�„ m.-a y� .�.--w�<-z:,�. ' , , , ; 9. DO NOT OVER CUT ANY OF THE FRAMING MEMBERS OR THE SHEATHING. .� � ' <br /> --'�—� � 3 OVER CUTTING 1S MODIFYING THE STRUCTURAL MEMBER. � <br /> HEADER TO OUTSIDE CORNER ' <br /> 1 <br /> , ,,F._ . . .. ,�......,._ ...,...�m.�_.�... � u n n � . � �� <br /> �� �'-5" �� ; � � � _._ __.�._.� ._. .,_ _.e_�..� 3 I/� X�I GLM-LAM BM RIPPED TO 20 �� � <br /> � _�.. ..�._. , , , <br /> -' :�, . �,�„__, � J L J L iJ L J L J LJ LJ L J L J L _1 L J I_J L J L J L J L J L J LJ J L J L J L J L�_ J L s �„�� °��� <br /> � � � <br /> CONCENTRATED LOAD SYM60LS ��^��`���r�� ' 3 � � � � � --------. ___�_ ��� � � � , <br /> � CONCENTRA7ED LOAD ? ' 3� � 3 ; € �►►� � <br /> REST ON A�EAM ( � � � j � � 3� ° (� � � <br /> ?� � � Deck Design Srandards � � <br /> � coNCErvrRaTE��on� � � LIVE LOAD 60 P.S.F. <br /> . sEE�Eraa°W° � REFER TO � ? 3 � (�"��"��� � �v ��'' "' <br /> 5/5-2.0 FOR ` � � REFER TO S/S-?.0 FOR �1� [�. - <br /> � I DEAD LOAD I� P.S.F. � <br /> BLOCKING � ;; � I � 6LOCKING SPEGFICATIONS TOTAL LOAD 7� P.S.F. � ��{ � <br /> SPEGFICATIONS N � � � ; z � •� � m <br /> ' � a � � ? � � I I DEFLECTION CRITERIA: � 0 x <br /> i , � ; I ! � LIVE LOAD PREFERRED DEFLECTION: 3/S (.375) � O ry • <br /> � <br /> LNE LOAD MAXIMLIM DEFLECTION: I/�"(.50) +,; <br /> � Up per Fl oor Deck Framing Pian s�aie: �/4�� LIVE LOAD: L/�180 �+ v <br /> ❑ � . <br /> TOTAL : L/240 cr, <br /> �� ° FLOOR FRAMING N �T SHOWN FOR CLARITY � � � <br /> HUC26 � PT�x►� DF#� �� HUC26 � � � � <br /> ,,�.w y,�,,.e., ( ( NOTE: � . <br /> � � N <br /> ` LEDGER � � _ _.._._, _._._...__..�. � � . 7HIS TA6LE SHALL NOT BE CHANGED WITHOLIT W E <br /> _ __ � <br /> �� `'' � � _ . . � �-- , � —.—� _________________... _ ___� ��.____.._,__ _ � �u ��� I RITT N APPROVAL <br /> ._ �_�___ __________ ______._,__.__--_..__�.__ <br /> �,� _..._ �-- �._.�_.�__�_..____....�_._.____ __.�....�� � ��.......... .......�. _.... �,..... ._..._.�_ _.._.___�. _..._.... .. _..___� ____�.__ __.._.__�_.._....... _....__....... G_____��..__.....__... �,._. ....._ �, <br /> � ,_�__. __ — . ..__ .-- . _ �. � , __ _�� ___- � r� 5�� <br /> ( r�:y , � , .... � w.._.,, �..._�..�.__.3 .�_._ ..__...., , .�_�._..._._._ ._.._�_�,._.._ .._�._, �.__..���_ __,.._.._..�_._ ._. , �.. „._, l..__...__:. _��_�_._.___�._.___�1_...__ _......_.__..� .........__�..�.C�����__�.._...____ _ . �_._���_._.� . ....__� ........,, .._.�_.h� fROM CREATIVECOMFORT <br /> ��� � � � �� � � � � � r � r �� �� -; � � � � ���i� • � � <br /> � 1US26 � - � <br /> ( . 4'*....«r '�...._P � E . <br /> e ' E 2.THE PERSON WHO MAKES ANY UNAPPROVED CHANGES TO THIS TABLE <br /> � ,.�_. € .�� ��:::._e,�, ; � <br /> � � SHALL GE RESPONSI6LE FOR ENTIRE STRUCTURAL TO WCLUDE ALL COST OF <br /> 1 ; � ^ 1 �#1 Q�S� 4'—g 1/2" � „ � � AI.L TYPES. <br /> i �...' _.� Hu��6 � , 3 �i D r ; >.W�_.�., � . <br /> I ' '�� � LUS26 , Q� .�x �2.Sp5 ( . <br /> R3 I 7.I.1 FIELD TREATMENT. FIELD-CUT ENDS, NOTCHES AND w,,�,� ' � � � � � � � � � � � � _ � N�1C�� 10'-I I° <br /> DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE � �Q�S� PT4xI2 DF#d � � <br /> TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. e pF� 5 �3J � �� MF BM-02 �3�� 12 HUC26 � �� � GENERAL CONTRACT TO SUPPLY THIS SHEET TO THE <br /> ' ,�k'�� ��5� STR► GERS STIZI 6ER �"� 1 ��� I I'-5" � ELECTRICAL, MECHANICAL, PLLIMBING SUBCONTRACTORS <br /> � SET 2x I 2 STRINGERS ON 4x8 BM, TYP Q���4� LSC, TYP SET 2x I 2 STRINGERS ON 4x8 BM, TYP ; AND TD ANY THIRD PARTY SllBCONTRACTORS THAT � <br /> EFFECTS ANY ELEMENT OF THE STRUCTURE. <br /> � �.� � � � � PT 4 8 W �� � � <br /> -� �� PT 4 S W � � � ,.,� � <br /> � -�. >•.� PT 2x6 HF#� o0 00 3 � oo HU 8 ? PT 2x6 HF#2 � �� ,. <br /> ,� 3-7 � <br /> �_� ----�=� �h��=,.. ��.� AT 24°O.C. HU 8 �,.. � �,- � i AT 24"O.C. � � ���_ ��'; �„� 3 <br /> � ;��-�-�.,���1� J L a = a�`. _ _, �� '^��� ,, ' ` <br /> � � � <br /> �` �,``�'� PT 4x8 W/ (3)2x12 PT 4x8 W ��= �� � ��C, SfCr10N R507 Project Site: <br /> � I 410 Hollow Dale PI <br /> � ' HUC48 STRINGERS HUC48 � ' EXTERIOR aECKS zX� cAP Everett, WA 98204 <br /> � � , <br /> I3� S� 3� I . . <br /> BLKG BETWEEN 2x 12 STRIN6ER5, TYP ALL JOIST, BEAM �STRINGER CONNECTION METAL POSITIVE CONNECTORS <br /> 2x4 RAIL Building Department: <br /> ` City of Everett <br /> E. �0' I E. I 4' � E. 28' � � . <br /> ` _ �x2 PICKETS PASSED Building Code: <br /> , ; E. 62' � � SHALL SO THATA I.R.C. 2015 <br /> � � € ' � � � 4"SPHERE CAN <br /> � � �� � NOT PASS THROUGH N <br /> � ��-��-e. ` � : . �._., � 1.., � � _ ` <br /> ( -• �� /.�- V[P <br /> ���� �^ � �� �� � ��y¢ €, �� � ,�yt f �, ..�.,s�vl: <br /> ..�� �,�` �_.��. �� ._�:,�' t�:-� � ��`� �_�-`�� 2x4 RAIL 3 t� � � <br /> � � `� � � ���-� -�� � � - <br /> � 1,,�a % . . �a . ' . <br /> �� f�-r�.� ���� `��,t r�-�, � 5'll� �..� <br /> `�� ��' � �� � � s�:� <br /> ��>, ��� �. <br /> .� � � <br /> a�� 3 3�� s <br /> ���� � <br /> O2 Front Porch Framrn PIa11 Scale: i 4 Project Compass � <br /> g , „ <br /> Designer: Vernon <br /> � January 3, 2018 <br /> � � 311 5� Client: ` <br /> 0 0 � RESIDENCE Mr Sisk <br /> _ <br /> ry k Januar 3, 20I8 ' <br /> y <br /> ° ry IRC, SECTION R507 IRC, SECTION R507 ° � � �esign Issued � � <br /> ° �" EXTERIOR DECKS EXTERIOR DECKS � PT 2X6 RIM .IOIST PT 2x I 2 PER PLAN January 3, �017 <br /> a. <br /> 0 o Bid Release . <br /> 0 0 3/S"M. BOLT W/ WASHER W/ (2) M. Nl1TS January 3, 20►8 <br /> � <br /> tv N Structural Release <br /> � �� �� � January 22, 2018 <br /> z oo oo � _ 06 Deck: 4x4 Post / Deck �rame Scale: i �� Construction Issue <br /> � _ � = N D August 7, 2018 � <br /> Q� .. <br /> 0 1R�, SECTION R507 _. _ --..�. <br /> Revision - I ° ;� , <br /> ° L�XTE�IOR DECKS <br /> )�.c�.;c��t�� tc,:r r��ca I��.i�'Ic�irt.�, ��°�������t:r�c;r:�t <br /> O . <br /> ( Project Number , <br /> 0 2091 7 <br /> 3 I/�" X 2 I ° GLM-�AM BM RIPPED TO 20° 3 I/2" X 2 I" GLM-LAM BM RIPPED TO 20" ° �„ ��ht5 Kes�i�,e�,. <br /> � All contenes wichin this sheet is <br /> Q ry the sole pzopertj�of Creative � <br /> � ComFort Reproducdon by an}� <br /> Q � means either in whole ar in � <br /> part requires written permission ' <br /> � bJ�Crea�ive Comfort. � , . � <br /> Sheet Number <br /> , . <br /> � � � .�k� . <br /> 3 Deck Framing: DTTIZ- I s�aie: 6�� 4 Deck Framing: DTTIZ- I � � s�aie: 6�� "5 Deck Framing:� t�TTIZ- I � s�a��: 6„ ��-��---�----��-���� =----��----�- � _--..___�._____. <br /> ❑ ❑ ❑ � - � �� <br />