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�ST�P TYPICAL DETAILS �ST�,P —
<br /> ��� ����������
<br /> BAFFLE
<br /> �"---�SOLI0.BLOCKING SIMPSON MSTA30 STRAP(TYP.), HEADER
<br /> FILL ALL HOLES W/NAILS � i ����
<br /> ��� SIMPSON H1 @ EA.TRUSS / ��t��� FLASHING COR-A-VENT System �� , , - ,����y
<br /> a���� � ��St��
<br /> ROOF FINISH PER PLAN � � Or SIM. HEADER SIMPSON MSTA30
<br /> PRE-ENG.TRUSSES SHINGLE CAP
<br /> DBL.TOP STRAP(TYP.), FILL
<br /> � 3-16d MIN. PLATE ALL HOLES W/NAILS
<br /> ` EA.SIDE
<br />� ALUMN. GUTTER � ` t f ` ` �� '� SHINGLE CAP CAULKWG _
<br /> &DOWNSPOUT � C �/ ' TOP PL. � „ '
<br /> . r` J �� TO HDR POST PER PLAN � �
<br /> /z MAX. COR-A-VENT OR SIMILAR , � � , � ��,
<br /> OVERHANG ON ROOF TO WALL VENT '�� SIDING � �� � � �
<br /> � � CAP ACTNE WEATHER FOIL l�� � - � < �
<br /> �--,_
<br /> I R-49 BATf INSULATION � MAXIMUM�" CAP SHINGI.E u � T C T �S,
<br /> C\�`� /4' BEAD OF SILICONE ROOF UNDERLAYMENT SHEATHING
<br /> C A U L K I N G OVERHANG FOR AWF TO BEAM DOWN BEAM UP � � � �! ' � ' ' �
<br /> � � I�� � � � � � CLOSE PROPERLY ; , � � � � DRAG BM DF2AG BM � � ��
<br /> SHT G PER PLANS
<br /> I � WALL PER FLOOR ENHANCED SNOW SCREEN �;� 1"AiR s�oT 21620 84th Ave. S.
<br /> CEMENTITIOUS '
<br /> � �� PLANS 2x BLOCKING @ RIDGE — A�R .�� � � ° ° ° ° � � Ste. 200
<br /> FASC A � �� � �� � � � o
<br /> � � ,� _ � Kent, WA 98032 '
<br /> C�, � � WEATHER FOIL ��
<br />� , \\ sTr�aP PER P�a,N 253 468-7696
<br /> PRE-ENG. TRUSS SHINGLES � FILL ALL NOLES w/NAILS AS NOTED: � �
<br /> /� ; � STAND MST STRAPS: 16d COMMON www.ihbarchitects.com
<br /> � ��� � � � FELT PAPER � LSTA AND MSTA STRAPS: 10d � �
<br /> PER PLAN � POST PER PLAN
<br /> r SHEATHWG COMMON
<br /> TYPE BB CONNECTION The draWings and plans set forth on
<br /> RAFTER OR TRUSS this set as instrument of service are,
<br /> No Ventin Eave Detail Rid e Vent Detail Roof to Wail Vent Detail Drag Connections Types a°ds�ali`e'r'a'�thepr°pe�°f�
<br /> 2 Architects. Use of this drawing is
<br /> g 1 g 3 A limited to a specified project for
<br /> ���L.�: ��� � '��_(��� i�A�.�: �L�� = ��-��� _. �� ._ � �� Pons�tructioan of one buildAnd for�a
<br /> ����..�: ��� _. �'-�J�� ��A��: � -p � -(� g, y
<br /> use or reuse of said drawings is
<br /> strictly prohibited without written
<br /> permission of IHB Architects
<br /> ' 2x6 STUDS
<br /> ' DOOR PER PLAN o
<br /> — WALL PER FLOOR > WALL PER FLOOR � EXT. BEARWG WALL ARIE � 2x6 STUDS �
<br /> 2x6 PL o
<br /> � o
<br /> (��'� PLANS C � � � � INSULATION 2x6 PL (3)2x HDR
<br /> ,,f1 � PLANS PER FLOOR PLANS S E PLA S _ ,
<br /> ,J FLOOR SYSTEM PER � P.E.TRUSS '�� � WALL SCHEDULE �� �
<br /> � SPIKE EA. PIECE W/(2) o
<br /> p,_o„ ;� PLAN � �� � � � �� (2)2x HDR � � ROWS 16d SINKERS @ 12" a�o �
<br /> FIN.FLR. � � �� /--� �—� �.'�� FIN. FLR. ! C �>� o'-o^ � � O.C.,STAGGERED,TYP. � o
<br /> RIM BOARD PER FRM'G PLAN �'� ' � �30� TI N � f� ROOF INSUL. � � - FiN.F�R. _ /� � RIGID INSUL. � O
<br /> �� � f" �"�r t \.__/, � � � � Z
<br /> ` INSULA O
<br /> 2�c6 TREATED SILL W/ ' RIM BOARD PER PLAN '� �\ CONCRETE PORCH �
<br /> A.B. @ 32"O.C. ! � ; � FLOOR � FLOOR > W/STEPS i; � ° _ �' I � Y2'PLYWQOD W
<br /> , � j ,,� SYSTEM SYSTEM <
<br /> a �q G i � U
<br /> �
<br /> � � � . ; � � � � �n . � _1 . D . . . Q
<br /> SLOPE GRADE ,� • � #4 CONT. � TOP P�. I�� \ __/ > � ° ,
<br /> _�. a
<br /> � �FROM BUILDING 6 min. AT TOP 1'-6"min. �� � � p ° � �• 2x4 STUDS 2x6 STUDS '
<br /> �/�/�%��%�/�� / #4 DOWE S AWLSPACE � /'-----> � � D -o�-is��
<br /> %\�%\�/�\��\���\�/� � CONT. INSULATIO �AT �—_\\� BEAM PER PLAN � , _� � I GRADE 2x4 PL ;_�;_ 2x6 PL W
<br /> 1'-6" � �� ������������ @ 24"O.C. � �
<br /> � FLOOR ENDS-TYP� �..Z� -T �L- '�" ° f� � ° {
<br /> �
<br /> � � � � � �o�� ��� ��� �� � � �a� �
<br /> �� � � 6 MIL VAPOR � � , �/��"X����,�1�Od l� ��J�f� \ � t— O
<br /> 4 DIA. PERF. FND ��
<br /> BARRIER G� 4x10 HDR, 6x8 HDR, U.N.O. ON � �
<br /> DRAIN CONT. TO ( � �� ��� ���� �� $ U.N.O. ON PLANS
<br /> DRAIN SYSTEM,TYP. � �"" PLANS � W
<br /> �i;>%/i�/i��/i�/% � �.,w.. ... , � ,�...,..�. �� � � � � � � �
<br /> WRAP DRAIN ROCK W/ >� ° �2)#a coNT. AT CONTINUOUS END WALL AT UPPER BEARING WALL �
<br /> �, �� .— � � � � V��A�V/V/\
<br /> FILTER FABRIC, TYp. g�� �� � � � � CONCRETE �� ���������� � � �
<br /> / / /. / i
<br /> �?"�� WALKWAY TYP. .— � ��,��\�����\� 32 51 z � Q
<br /> �,._ u �
<br /> -� _ ( 12x6 AT 1-STORY (_ 3"min. FOR OTHER NOTES SEE 2 O ^
<br /> WASHED ROCK-TYP. � '� 15x6 AT 2-STORY � CLR. DETAIL 5 � W
<br /> � z �"�
<br /> • ' ' ORCONNECTIONSREFERTO r h At D�Or Deta�l � I He ��il ��iC`����7 � W
<br /> T y p i c a l F o u n d a t i o n D e t a i l S T R���R A�o E T A��s F l o o r E n d D e t a i l s C o n c r e t e P o c T y p c a a B 0 N �
<br /> 4 5 6
<br /> �� _ � �� �� _ � �i r-
<br /> S�AL�: 1�� � 1�_U�� SCAL�: 1°' = 1'-Q" �CAL�: 1 — 1 -U SCAL�: 1 �- 1 -0 Q N j
<br /> Q W
<br /> -�-- WOOD COLUMN
<br /> �___ , — BEDDING SEAL w/CAULK �
<br /> 3.. , STONE CAP w/SLOPE SIMP.ABU POST BASE ,�
<br /> ��� �-' X � W x'S AND w/%2" DIA. HEADED DECK POST =
<br /> .#, BOXED FRAME /2
<br /> �_,_ �
<br /> TYP� �I SHT'G WRAP ANCHOR BOLT � P�ANSPER FLOOR
<br /> �
<br /> CULTURED STONE �,I 8"SONOTUBE OR 10"x10 °o• 2"CLR. FLOOR SYSTEM PER
<br /> -SEE PLAN VIEW PLINTH w/(4)#4 VERT. °o'
<br /> �
<br /> sE�ow ���\ CAP SECTION � D. . ANCHOR BOLT PLAN /C I �
<br /> 2 I v/
<br /> 2'-03"APPROX. 6" f ,. 3�� -, , j
<br /> $ T.O. GRADE � � ' � � �� � INVERT JOIST HANGERS AT
<br /> 1 -6 SQ. ' #3 CLOSED ` � CANTILEVERED JOISTS TO RIM ` ° '
<br /> �� �
<br /> CULTURED STONE %�\�,q�/, /�% HOOP @ 8°O.C. . . � SIMPSON ACE E.S.
<br /> � � MORTAR JOINT 'i��/�%'� �' �,'��i _ �� _ RIM BOARD PER
<br /> %4" MAX. PCL STONE VENEER ` ` / / // � / /
<br /> '' � �� ��� � � •` 2x TREATED PL.W/ 2 %Z'DIA. � #3 CLOSED HOOPS ` I i FRAMING PLAN
<br /> SIMPSON AC PQST PER PIANS
<br /> MORTAR �� � J � ` � A.B. PER PLATE t ) 1'-6" min. - 135 DEG. HOOK PLINTH � �.S.
<br /> SCRATCH COAT � J //\/l `_k � '�. � � AROUND VERT. BARS SECTION A-A � �
<br /> . "� �.i � � I �\ U I'� ,� SH�T'G WRAP E W/2x'S AND 8"min. . " D � � \
<br /> ��
<br /> � (2)#4 EA. WAY
<br /> METAL LATH , � y,�( ; D D � � � WALL OR BEAM PER SPLICE / MID-BEAM CONN. END CONNECTION
<br /> C`".�.� �.l / '/ / '/ / / / BEAR FOOTING ON � PLAN �
<br /> � � 3"min. �� �V�����V���������� �
<br /> >,/�, \/i\/i�/i�/��/�\/i�� UNDISTURBED VERY DENSE -�I J
<br /> 2 LAYERS OF GRADE"D° WOOD POST CLR NATURAL SOIL �
<br /> BUILDING PAPER OR 1 LAYER
<br /> OF DUPONTTYVEK STU�CAO PLAN VIEW PER PLAN �
<br /> W
<br /> ' V n er li h n Footin Cantilevered Floor Detail -Int. Beam End & Splice to Post o
<br /> Boxed Column with Stone e e Exterior P nt o g 9 G
<br /> 7 8
<br /> �C�ILE: 1'� = 1'_�" �CAL�: 1'� = 1�_0�� �CAL�: 1�� � ��,��� SC,�,L�: 9" = 1'-0" .
<br /> �
<br /> i Q .
<br /> RAILING SEE DETAIL 7/A5.1 /��v
<br /> 5/4"TRIM BOARD ��I
<br /> STONE CAP w/SLOPE � �AI��
<br /> u '� (11) 10d NAILS EA. SIDE OF SPLICE
<br /> /\ �o � �� 10d @ 12"o.a (NO BOTTOM SPLICE IN THIS AREA) 10d @ 12"o.c.
<br /> FLASHING AS REQ'D ��TYP. I--- v�l✓ �L .�� STAGGER,TYP. STAGGER,TYP. ' W OCt. 12
<br /> 4'-0" min. 4'-0" min. revisions:
<br /> � �i� �, � � �— 1 City Revie
<br /> 2'O.C.T Y P. PER MANUF. - � '�' /n� � C o m m e n#s 2 0 1 6
<br /> TRUSS SPACING :� ,o. DECK POST `�:.r . . . . . . . . . . . . . ; .
<br /> SIMP.ABU POST BASE o° 2x6 TREATED SILL W/ BAT INSUL. OSB INSUL. BULKHEAD -
<br /> w/Yz" DIA. HEADED ' q.B. @ 32"O.C. OSB HATCH LID w/%" GWB ATTIC INSUL. PER PLAN �
<br /> 2' min.
<br /> ANCHOR BOLT I, . Y �y �� NOTES: TYP. ALIGN SPLICE w/
<br /> P.E.TRUSSES � � � �� _\�\j� \ @ (2) 10d EA.SIDE OF
<br /> SLOPE GRADE #4 CONT. USE ALL EXTERIOR STUD BELOW
<br /> EXTERIOR SHEATHING FROM BUILDWG D : g° � � C�����/ `/ \ � ! N L NE W/SHEAR WALLSS .
<br /> TRUSS HANGER 8Y AT TOP � '�--
<br /> �
<br /> TRUSS MANUF. PER PLAN / � P�N BOTTOM PL.SPUCE
<br /> T.O. GRADE ., _.. , �\1 \.. ..:.. :.,, .... :.,..._. .�X ��
<br /> � - � � � � %\��%V�%V�/ � �%/%\%\#4 DOWELS � ; �
<br /> 1` 2x6 BEARWG WALL 4"DIA. PERF. FND j\�%/\�//\�//� o / //\�j/\j @ 24' O.C. �- �I � ���� TOP PL.SPLICEAT BOT.PL. SPLICE
<br /> \� )� ',,� �� DRAIN CONT.TO �\�\/\/ /�\�\�\ P.E.TRUSS BOT. � I� X 286 \�` CEIL. GV1B STUD PL.,TYP. � AT STUD CL,TYP. � -
<br /> � �� �� �� �V� V� V� \ \� V� \, � �_ ��� job No: �
<br /> � � DRAIN SYSTEM, TYP. %��/���/���/ �/�A�/�A��V���� �� WAY � 1�-6"min. CHORD WEATHERSTRIPPING TRIM � date: September 27, 2017 �
<br /> �� �� � � WRAP DRAIN ROCK Wl--������.�'� � � � ° � � OR GASKET AT �
<br /> FILTER FABRIC,TYP. ��c �" n ,j n C 8"min. PERIMETER OF LID drawnby, AP
<br /> r- ,� � DBL.TOP PLATE reviewed by: IHB
<br /> (3) 2x6 STUDS @ 24"O.C.- �',�'J�' �`` p p � �
<br /> ALIGN STUDS w/TRUSSES
<br /> � WASHED ROCK-TYP. � %VA%�i�%��%�i�%�i�%�i�/i�%i�� CLR. � � � ELEVATION � � � � �
<br /> � ,z.. � � � � � _ � � A� .�0 �
<br /> � o �Wall / Led er Connection Exterior Deck Footin � Post � � Attic Access Panel � l Hatch � Top � Plate Splice Typical �
<br /> Truss t g g C� � 1z o
<br /> 10 11
<br /> �CAi..�: 1�� � ���d�� �CAL�: 1'� � 1�_0�� S�AL�: 1" a `1'-0" �CAL�: 1�� = 1�_0��
<br />
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