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<br /> C. `1.,1�1/! �1 Y .L .
<br /> . �u�rd►n� Eiements = .,
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<br /> � * REFER TO �LDG SCT C-C F�R DIMENSIONS
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<br /> �����-��� ���� ������������ PY2CZSZOYI �' GYGICE
<br /> I. COMPOSITION ROOFING, PER MANIIFACTURES SPECIFICATIONS. 6619 132nd Ave NE,
<br /> 2. #30 QUILDING PAPER. Post Mail Box 242 �
<br /> OPEN SHALL SO THAT A 3. 7/I 6"SHEATHING� NAILING PER PLAN PER STRUCTURAL ENGR. Kirkland, WA 98033-8627 �
<br /> � 6"SPHERE CAN NOT PASS THROUGH '�• MFG TRUSSES PER ROOF FRAMING PLAN o 0 0
<br /> 5. INSULATION:
<br /> 5.I. FLAT CEILING: R-49 BATT INSULATION 20G-G19-3995
<br /> — 5.2. VAULT CEILINC�: R-49 BATT 1NSULATION Zeclectic7@gmail.com
<br /> 2x'� CAP � X P �
<br /> 2X4 RA�� 6. INSULATION I"AIR SEPARATION FROM ROOF SHEATHING Sliype:eclecricseven
<br /> 2x'� RAIL - 7. 5/8"G.W.B. �
<br /> 2x2 PICKETS PASSED SHALL SO THAT A � �� ������
<br /> 2x2 PICKETS PASSED SHALL SO THAT A � 4"SPHERE CAN NOT PASS THROUGH � � ��
<br /> , �, � � � Exteraor Wall Construction �
<br /> -� SPHERE CAN NOT PASS THROUGH
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<br /> 2x� RAIL ����. ocisE W29NWa � a �
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<br /> 2x4 RAIL =�. NEW: 7/�6"SHEATHING PER PLAN, NAILING PER ENGR. �
<br /> 5. EXTERIOR WALL �
<br /> 5.1. NEW � �
<br /> 2x 12 STRINGER 5.I.i. �X6 STIfDS AT I 6"O.C. �
<br /> 5.2. EXISTING • ►v h„ �
<br /> 5.2.I. 2x4 STLIDS .� �� �
<br /> . � PT�}x8 W/HUC48, TYP 5.2.2. ''`� .►v ,
<br /> 6. WSULATION � �
<br /> _____ — � 6.1. NEW -»���-�~�.stl--�,,..,-~--.. ,
<br /> + � PT 2x4 BLKG BETWEEN STRINGERS 6.1.1. R-21 BATI-INSULATION,.� � �.
<br /> � 6.2. EXIST,.IN��`�`f���� � � �
<br /> .�',�.-�-,�,���---.,�, ' [�..
<br /> 6.2.1. R-15 6ATT INSULATION • r�y
<br /> OPEN SHALL SO THAT A PT 4x4 POST TO BE FILL HEIGHT FROM 7, ��1"G.W.6:`''`°�``�'' � � �
<br /> 6 SPHERE CAN NOT PASS THROUGH - ABU TO TOP OF RAILING CAP 8. PORCH � ' �%
<br /> � � �
<br /> 2x'� CAP - 8.I. POST PER PLAN `
<br /> 8.2. BEAM PER PLAN � � ,
<br /> � a P7 4x8 W/HUC48, TYP 8.3. FTG PER PLAN ,�'' � M
<br /> 2x4 RAIL � a � x �
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<br /> I PT 4x4 POST TO BE FILL HEIGHT FROM 'r o �
<br /> .
<br /> New Interiar Wall Construction O �
<br /> 2x2 PICKETS PASSED SHALL SO THAT A ABU TO TOP OF RAILING CAP C � '
<br /> 4" SPHERE CAN NOT PASS THROUGH � "'
<br /> Q I. I/2"G.W.B. � �
<br /> � � � 2. NON-BRG. WALL: 2x4 AT24"O.C. � � � �
<br /> PT 4x4 PT POST W/(�) 1/2��M. BOLT W/ WASHER 3. NON-BRG PLUM�ING WALL:2x6 AT 2�1"AT O.C. � O "
<br /> 2x4 RAIL =}. BEAMS�HEADERS PER PLAN ►�
<br /> 5. I/2"G.W.B. � �
<br /> PT'}x� POST TO BE FILL HEIGHT FROM �
<br /> ABU TO TOP OF RAILING CAP ' � �
<br /> � New Upper Floor C�nstruction �
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<br /> 2x I 2 STRINGER
<br /> I. FLOOR FINISH PEIZ PLAN •
<br /> - •�• •�• •�• •�• 2. 1 1/8"O.S.B. SUBFLOOR
<br /> '°' '°' '°' 3. I 8 "DEEP TJI'S PER FRAMING PLAN
<br /> _ = �.. ._
<br /> — ! � 4. R-38 BATT INSIILATION '
<br /> I
<br /> PT 4x8 W/HUC48, TYP �
<br /> PT 4x8 W/HUC48, TYP � A35 AT EACH END OF THE 2x4 RAIL Simpson Slrong-iie Project Site:
<br /> F�u��o�,N�s�� � �xisting IVl�in Floor ConstrUction 1410 Hollow Dale PI _
<br /> ( PT 4x4 POST 70 QE FILL HEIGHT FROM A6L! TO TOP OF RAILING CAP Everett, WA 9820=�
<br /> I. FLOOR FINISH PER PLAN
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<br /> ( ABU44, TYP 2. I I/2"DECKING. SLIBFLOOR �
<br /> 3���,��x�q��S�n�� � Building Department:
<br /> � (�}. (2) LAYERS 5/8"G.W.B: City of Everett � � '
<br /> I Exterior Staircase Section, Fr�nt Porch. Architec�uraa � Framin s�aie: 3/4" `��-�°`-�-�`����`.-�"�' �
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<br /> I.R.C. 2015 -
<br /> �*,-`�.,`."es"`"'Lv'°""as"'"yd"__.�,,,.�,.^✓"�,�✓",..,w'"`=/""�/"".y�,'_'"„�„`�..../,.'",�,""'+✓""`v°'"`.";s''"``✓"*✓'"',i,s"'"�`�,.""*./".�,�s""`.,,,1""''�+.'":`/.'""�v'"^a/'""Y,P'"""*�„"`.'�.r'"""R/"`^,..P"'.`.^f".,v/".,�°'"``v'"."g,r'""�,�.r"""'.•�✓".
<br /> HANDGRIP PORTION SHALL NOT BE '
<br /> LESS THAN I-I/!" x 2" IN �� PT POST O Existing F�undation ��n$tru�t�0/� N
<br /> CROSS-SECTION. HANDGRIP SHALL PER PLAN
<br /> RETURN TO THE WALL NOT LESS THAN � � � ,� i. EXISTING 2x4 MUD SILL. `�'�� � ,�,�;
<br /> 1-1/2" BETWEEN THE WALL AND 2x4 CAP � 7 2 A 7.� 2. EXISTING FOUNDATION WALL WITH REBAR PER PLAN PER DETAIL. �� � � �
<br /> HANDGRIP. REFER TO I.R.C. FOR 2x'F RAIL 2.I. WALL THICKNESS: 6° �.
<br /> ADDITIONAL SPECIFICATIONS. 2.2. WALL HEIGHT:24"PER SITE CONDITIONS s�V �
<br /> i 3. EXISTING I�"x 6"FOOTINGS WITH REBAR TO BE PER PLAN sE�
<br /> ' , —----- -� ' -�--� - 4. PRIOR EXISTING GARGAE FLOOR S ' �
<br /> .___ ; .,
<br /> 2x4 FLAT j � �`-�--- ---> � —.-. 5. NEW FOUNDATION DRAINAGE
<br /> �—� -L�. ... _ _...._ • � � � —�� - 5.I. PER SITE PLAN PER DETAIL Project Compass
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<br /> 2x4 EDGE � � — � �i— �—�— --- - — � � � 5.2. 8"DEEP XI2"WIDE CLEAN GRAVEL •
<br /> � - ..�. � . _�..0�
<br /> 2x2 AT 5 3/8"O.C. BASE TO BE �,� � � ___ _ � _ �+J � l 5.3. 4"PERFORATED PVC Designer: Vernon �
<br /> SLOPE CUT TO PREVENT MOISTURE G L, ! , MEMBRANE AND EDGI _ - �� 2 I I/16 � y
<br /> PER MFG SPECIFICATIO �r� . � �� � 6. NEW D.S. DRAINAGE: 4 PVC Januar 3, 20 f S
<br /> — � .--- ! � 7. BEARING SOIL 1,500 P.S.F. PER I.R.C.
<br /> B U I L D U P �P �, � 2x4 RAIL P L A T E - ' —�--",--�� Client:
<br /> � � � HEADER � i
<br /> � � _____ � � � � � , Mr Sisk
<br /> � DECKING �' � � � January 3, 20 f 8
<br /> t � i � Design Issued
<br /> �x� PT JST PER PLAN
<br /> POST 8'-I i/8" ���� � � � ---"v �_��� � January 3, 20I7
<br /> PLAN BM PER PLAN u� �� ' �_� � — Bid Release
<br /> W/HUC48 �_ ,
<br /> `� 3, January 3, 20 f S A .
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<br /> Q�' �,�5 SLIBFLOOR Structural Release
<br /> o• � _ a� _ �' " January 22, 2018
<br /> �. e r � —. 3, ����� ` ���� .�, �� � �
<br /> 35��`�G '�� fINISH GRD �,8„ 1 i/8 ,
<br /> .. ....... .. . . . . � . . . .. . .. . .< ��� n
<br /> . .. . . .�� � . �.. . o struction Issue
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<br /> , :: .�� .: .w. ....��;�"��"FIICK���I�:��tAB.� , ; ' '.;° ' , . .•A. . ¢. ... . .. — —
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<br /> `',�. •°' 4 1/
<br /> BEARING SOIL . ..PT 6x,.P .T E PLATE E. HEADER � Augu t 7 20 I S
<br /> 6 OS —�--� � — Revision - I
<br /> � PER PLAN � 10'-3 5/8° �� .
<br /> � � ��.� �, .
<br /> LSSU2�} PER STRINGER , � �I �— Reserve for the Builc�ing Department .
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<br /> P.T. 2X=� THRUST BLOCK 7'-8" , „ 3 �—�-��-�� �^ � � ---j---------- 8'-5 I/2" Project Number
<br /> MF E. 6-8 � 2 0 9 1 7
<br /> * RAILING ELEMENTS TO P.T. OR PAINTED OR STAINED '
<br /> � � 2'_5" ��--�' tlll Rights Reserved. �
<br /> E. $UBF��OR ���� All contents within this sheet is �
<br /> _ _ the sole property of Crcauvc
<br /> �� � � Comfort. Reproduction by any �
<br /> �� � � -- ' ----- ------- ---- ---- ----- means cither in whole or in
<br /> 6" 3'-�" �'-5" 3'-�" � part requires written permissio❑ � �
<br /> n r r ,.. �..� by Creative Comfort.
<br /> � � ���� � , � ��+ � � � �� �`.
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<br /> 14' NEW PORCH �� �;� �'���f � � ��1.'� ��,`� t
<br /> 2 E�terior Stair: IX/oad Frame sCa�e: 3/4�� 2 C - C Section, Front Porch: Architectural � Framin s��ie: i�4° � E:�� �-�� ,g j�i°�'� �,�_�`� �
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