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<br /> Bu�ld�n Elements Fram►ng Notes
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<br /> I. VERIFY ALL WRITTEN DIMENSIONS.
<br /> ' S Roof Construction
<br /> ' A-t O.Z ' _j -p � AO 2. tF ANY QLIESTIONS SHOIlLD ARISE, CALL THE OFFICE BEFORE Precision f� Grace
<br /> � �� PROCEEDIN6 OR THE RESPONSIBILITY OF THE DECISION IS ALl
<br /> � ` I. COMPOSITION ROOFING, PER MANIIFACTURES SPEGFICATIONS.
<br /> � 3 A � YOURS. �508 Audubon Park Dr SE
<br /> � � � I� O � �. #30 Bl11LDING PAPER. Sammamish, WA
<br /> � / 3. 7/16"SHEATHING� NAILING PER PLAN PER STRLICTURAL ENGR. 98075-9480
<br /> � 4 ,��� 4. MFG TRUSSES PER ROOF FRAMING PLAN 3. REFER TO THE I.R.C. PRIOR TO ANY ►NSTALLATION OF FRAMING
<br /> � MEMBER OR ANY DRIL�ING, AND CUTTING AT ANY LOCATION.
<br /> 4.I. TOP CHORD: 2X4 BEAMS SHALL NOT BE DR►LLED. YOUR SHALL BE RESPONSIBLE 206-619-3995
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<br /> A 4.2. BOTfOM CHORD: 2X4 FOR ANY AND AlL DAMAGES TO ANY OF THE FRAMING, TO S @�'
<br /> � � � 5. INSLILATION: INCLLIDE TOTAL REPLACEMENT COST. THIS APPUES TO ALL kype:eclecticseven
<br /> 5.I. FLAT CEILING: R-49 BATT INSIILATION W/RIGID
<br /> � � �4 � 1NSl1LATION AT THE PLA7E/TRLISS CONNECTION TRADES PERSONAL. REFER TO NOTE 4.
<br /> � � � ; t '. � ` ' ,
<br /> i .�---�..----�-` 5.2. 1NSl1LATI0N BAFFLE, I"AIR SEPARATION FROM ROOF 4. ANY PERSON TO MODIFY ANY MEMBER OF THE STRLICTIIRE
<br /> � �.. ,.- � .. ;. <. , . EN TIONS �
<br /> ��. � ��,.
<br /> ' ' SHEATHING TO INSULATION BEYDND SPECIFICATIONS WITHIN THESE PLANS WILL BECOME THE
<br /> � ( 6 FLASHING AT ROOF P ETRA RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE, TO INCLUDE
<br /> • � � � � 7. �EILING, 5/8"G.W.B.
<br /> � ,: -�-��-�---- B MODIFICATION COST AND DAMAGES.
<br /> � � .� �...�. � O . ALL F MWG MEMBE T BE IN T LLED E Pl M ND
<br /> � � 5 RA RS O S A SQLIAR , LI B A
<br /> � , t B Exterior Wall Construction TIGHT WITH A TOLERANCE OF I/64".
<br /> O
<br /> �---- ------- -�---- --- ---- I. SIDING PER ELEVATION 6. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION �
<br /> SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND �
<br /> i 2. HOIISE WRAP FASTENERS MUST BE INSTALLED PER MANIIFACTURE'S �
<br /> 3. 7/16"SHEATHING PER PLAN, NAIIING PER ENGR. SPECIFICA710NS. `�i
<br /> � . 4. 2x6 STLIDS AT 16"O.C., U.N.O. �
<br /> .
<br /> 5 Roof Frammg at Beam Scale: 3�4�� 5. R-ZI BATTINSULATION 7. ALL NAILING AND FASTENING SHALL BE IN COMPLIANCE WITH �
<br /> 6. BEAMS AND HEADERS PER FLOOR PLAN THE 2012 I.R.C.. 7AB�E 603.2 (I), FASTEN SCHEDLILE.
<br /> � 7. I/2"G.W.B. � _�v
<br /> `����'� S. REFER TO FLOOR PLAN SHEET FOR ADDITIONAL FRAMING C� �
<br /> � ; INFORMATION. � �� �
<br /> O � ��� C Interior Wall Construction 9. DO NO7 OVER DRIVE NAILS OR STAPLE R E RE INTO THE � � �
<br /> O s o s cu '� _
<br /> � O FRAMING MEMBERS OR THE SHEATHING. SEE NOTE NUMBER 4. '� N �
<br /> __..__ .
<br /> A-t�o� �� _ I. I/2"G.W.B.
<br /> -- - _ " .� � 2. NON-BRG. WALL•2x4 AT 24"O.C. � �
<br /> 3. NON-BRG PLLIMBING WALL: 2x6 AT 24"AT O.C. �0. DO NOT OVER CIIT ANY OF THE FRAMING MEMBER OR ELEMENT. � � �
<br /> � � � OVER CIiTTING IS MODIFYING THE STRLICTLIRAL MEMBER. SEE � � v�
<br /> � 3. NON-BRG SOl1ND WALL: �x6 AT 24"AT O.C. �
<br /> A O NOTE NUMBER 4.
<br /> � 3.I. PLATES:�x6
<br /> �� � 3.2. 2x4 STUDS STAGGERED I I. PLATE HEIGHT, REFER TO FLOOR PLANS AND EXTERIOR •0 � �+
<br /> � O 4. BRG WALL:2x4 OR 2x6 WALLS AT 16 O.C. ELEVATION, UNLESS NOTED OTHERWISE. ��v C� -"
<br /> � ,,_. � � � �D 5. BEAMS�HEADERS PER PLAN ►�i �+-
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<br /> °a � ` x s � ���J i �l ` 1, 1 I��� 6. I/2"G.W.B. 12. ALL DOOR HEADERS PER FLOOR PLAN. v
<br /> �, � ��� �
<br /> �,� � � ,----9 f ��"�""? I `�t-t�,�-_`��" � !"`~' " � ? - I�.I. VERIFY WITH DOOR MANUFACTLIRER SPECIFICATIONS •� �
<br /> a�� � � � � i--I � I � � � Q �-, ; __�� � � ���_ _ __���_ � � � �
<br /> f i...�._�� ~-F f � BEFORE FRAMING. `N
<br /> -�-j� - - - -���--�--- -�� �"����� � ' �-�.�� ��;-� �,�-�� � 1�.2. VERIFY WITH EXTERIOR ELEVATIONS. V
<br /> } I � I___� ; ��._.�_ �.._..._, �-� Void �
<br /> -� � � � I � � i ;-�� � , �_: ��; ��� ` ��I f���:�,��t ,� � � � � Upper FIOOr COII$trUCt1O1� 12.3. SEE THE DOOR SCHEDIILE FOR ADDITIONAL INFORMATION. �
<br /> I �--� � � � � � � � � --; � �� �_� � �_ �� t ��� �����`: � �� E �:��� - 't ~�',t � � � � � � �� ,� 1 �
<br /> _._� � � __._� � � � � ---I � � �� �� ,,� � ���ar� 4 �--�� � ( � �,� � � � � ,� I. FLOOR fINISH PER PLAN I 3. ALL WINDOW HEADERS PER FLOOR PLAN. ►�
<br /> � �� t __�..__ � __ __.___� �. 3/4"O.S.B. Sl1BFLOOR SCREWED AND GLLIED TO TJI'S 13.1. VERIFY WITH WINDOW MANLIFACTIIRER SPEGFICATIONS �i
<br /> � - ��� �� ---� ' ;---- � ��I � ' �� ��� �� � � ���'-� - ----- .� � . �� 3. I 1 7/S " TJI'S PER MA1N FLOOR FRAMING PLAN BEFORE FRAMING. �
<br /> -�(�,�, � E --' ; ? � ��_._;� { ��.��._. � �_. � �" ���� __�_ 4. R-30 BATT INSLILATIDN 13.2. VERIFY WITH EXTERIOR ELEVATIONS.
<br /> �� � ��-m � -- � °.�'�mT� � -�- � � ° ���� �% 13.3. SEE THE WI NDOW SCHEDIILE FOR ADDITIONAL �
<br /> �_� , ���. ( ��� � ___e___� ( ;._____� ; __.__. � � /'
<br /> ,
<br /> �_ .�.
<br /> - :
<br /> � �------� � ���� � � � � .r_ I_j _�_-���___.� � � � �-----� � ��_�� �� ��{ f ; x� � �� �� � �' � � ,; j �. INFORMATION.
<br /> � Q ( �i � � ���- � ,� ,
<br /> -� � � � � � �----� ----= i ------- I �" � � � � � � �� I ��:.:, E Mc�l1� FIOOP COII$tPUCt1O11 �4. REFER TO STRLICTLIRAL ENGINEER FOR DETAIL FOR LATERAL
<br /> ' � �__:3 l ;�� �:.. �,.,._, �,.,,� ` ;� �, _ �. � O CONSTRIICTIONS REQl11REMENTS.
<br /> �__I__�_� � I � I ��_€_,;_; ,_-_��_____� I I � ���_ r � �-;�_�__' �
<br /> _. _ .._� � ___� ; �_� � -.�___�._� �...__�__�_�""-� �� � � ` " � ROO� � FII� �S� � EX� WaII SCaIe: 3��'n I. FLOOR FINISH PER PLAN
<br /> --� � � ---� � � � � � ---_: I �� 2. 3/4"O.S.B. SLIBFLOOR SCREWED AND GLl1ED TO TJI'S
<br /> -
<br /> ;_.__ ; ,_____ ,
<br /> �y� ���� � ��� � 3. I4 " TJI'S PER MAIN FLOOR FRAMING PLAN
<br /> � W a�� SeCt��n � : F�'m � Fun �Cd�e: ��2�� ' `� ��" �' 4. R-30 BATT INSULATION (IF LOWER FLOOR IS IINFINISHED)
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<br /> 45 I S Seahurst Ave.
<br /> I � Lower Floor Construction
<br /> -� �-� NATIIRAL LINDISTURBED SOIL Everett, WA
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<br /> ' 1. 4"CONCRETE SLAB W/6x6#I0 W.W.M.
<br /> O � E � O �. 4"GRAVEL BASE '`� � � BACKFILL CI.EAN SOIL Building Department:
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<br /> 3. CLEAN BACK FILL SOIL PACKED TO BEARIN�SOIL REQUIREMENTS � '��$ �� �� City of Everett
<br /> ��� =F � � 4. NATLIRAL LINDISTLIRBED SOIL
<br /> 5. BEARING SOIL 1,500 P.S.F. PER I.R.C. Building Code:
<br /> ��` 6. FLOOR FINISH PER PLAN I.R.C. 2012
<br /> , „> OE 7. 3/4"O.S.B. SUBFLOOR SCREWED AND GLLIED TO TJI'S
<br /> f S. I I 7/8 " TJI'S PER MAIN FIOOR FRAMING PLAN N
<br /> _."�� �rK`""_„��-�_� �l��'"J--- 7`�l ""-j�-.,
<br /> { { 9. R-30 BATT INSIILATlON
<br /> 1�;��f�,���.�';} .�jl���{f�`��°�jl ���ji $; � s
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<br /> � � _�� � ° � I t�;t i.�r.�;-� � , ~�-��' < �``�- � 2. FOIINDATION WAIL WITH REBAR PER PLAN PER DETAIL.
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<br /> � �l�� a,��� 2.1. WAL� THICKNESS: 6
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<br /> ? � t ~-�`---����..' � � �"``~� `�~-� �``� „ �� Designer: Vernon
<br /> � �� _� � �� �!1 ���t f�.���'�� � �'~-�.M����.,� "`-�--� � q � 3. 12 x 6 FOOTINGS WITH REBAR TO BE PER PLAN
<br /> .�� _�.j ,�,,r� �, �� -,�����``,� `.�: �� �� ``�_"-�... � � .�'..s, Jul 29 2015
<br /> ! - f � �`~-� '--� �� a `I�L�j(�lrt9CK f,a�'- 4. FOIINDATION DRA►NAGE PER SITE PLAN PER DETAIL Y �
<br /> ----� [ ---------� ��`�'�`�~��� �j�`"'�``"�1� ���"" �"�~�-"`�-�� -� 5. BEARING SOIL 1,500 P.S.F. PER I.R.C.
<br /> 1 E`��l I I ��'i,:.�r,i t�l�`j-�������-_..` �.. .� �- / -�..``;-��.```�� � _
<br /> '; � -----�� ? �---� ' � 1�-�� �o��' � { '� ���� �``�i 6. FOl1NDATION VENTILATION PER FOLINDATION PLAN Client:
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<br /> �- . _._�.__�_��. � /,�o ,� �.���I� �_ � � 7. BEAMS PER FOLINDATION PLAN Naranjo
<br /> � Roof Fram►n at Beam Scale: 3�4° ;--� �y--) �- �l����°''���li�'�' • � 7 Porch / Ext Wall / Flr Jst / Fdn " 8. POS►TIVE CONNECTION PER FOIINDATION PLAN December 31, 2015
<br /> ��.� g __�_;� -_..�...�/ �� �, ��� Scale: 3/4
<br /> ? � --A�� ���.��� e� , �+z; ��+ „ 9. ISOLATED FOOTING PER FOUNDATION PIAN
<br /> � �--n����r --� `w°��'� "'~-�-�`-=�� `�. " � � � � 'F �~�'-!;-�.ti ��. � 10. 6 MIL BLACK VAPOR BARRIER Drafter: Vernon
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<br /> June 15, 2016
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<br /> H �_ � �______� � ���� -� , �� ``�---.���� I. DECKING PER PLA N �,�--� Iuly 3 I, 2 0 I 5
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<br /> �; �_ i _„__ � � �'� � �1-..� � �"`�-..� � �. FASTEN PER MANLIFACTIIRE SPECIFICATIONS
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<br /> -- ` I���"`~�� � ��4 a � �� �"�`�---- ��� ` � � ',� ,. 4. BEAM PER PLAN WITH POSITIVE CONNECTION PER PLAN
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