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<br /> DES I N LL
<br /> RES I DENTIAL-CO M M ERCIAL
<br /> 1 2 2. 1
<br /> CRAWL SPACE 1 AREA: 570 SF
<br /> PO B�X 1 3942
<br /> VENTILATIONREQUIRED: 570SF/150=3.8SF MILL CREEK, WA 98082
<br /> 30�-��� CE��:4 Z 5-8 77-73 77
<br /> TYP.VENT SIZE= 14"X8"X0.8(80%EFFICIENCY)=0.62 SF PER VENT � EMAIL:SIALERDESIGN@GMAIL.COM
<br /> � 14°X8"CRAWL SPACE
<br /> I I VENT AREA REQUIRED/0.62=7 VENTS REQUIRED
<br /> VENTS 7 VENTS X 0.62 SF=4.34 SF VENT AREA PROVIDED ' �
<br /> 7 LOCATIONS '
<br /> ��J ��� ��� ��� VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH �'
<br /> ' �,0� �,O^ �O� ��'� 1/4"MAX. OPENINGS
<br /> � �� 5�` ��` � � ��` � FOUNDATION NOTES - � —- ---
<br /> C , , f— , , . WRITTEN DIMENSIONS TAKE PRECEDENCE I�I
<br /> . , ,.
<br /> s�',�, �- _ — — — — — — I � — — — — � � D ME NSIONS AN CONDITIONSENITHE F ELD
<br /> � � � � � I STEP FOUNDATION PER SITE CONDITIONS
<br /> ��✓ I . � It i ( I I I CRAWL SPACE 2 AREA: 528 SF VERIFY STEP LOCATIONS WITH DEVELOPER
<br /> LJ � I
<br /> VENTILATION REQUIRED: 528 SF/150=3.52 SF PROVIDE TEMPORARY BRACING AS REQUIRED
<br /> � I � p�Q`� UNTIL ALL PERMANENT CONNECTIONS AND
<br /> � I � U �p^ TYP.VENT SIZE= 14"X8"X0.8(80%EFFICIENCY)=0.62 SF PER VENT STIFFENERS HAVE BEEN INSTALLED.
<br /> O � GJ� VENTAREAREQUIRED/0.62=7VENTSREQUIRED THESE DRAWINGS ARE COPYRIGHTED AND
<br /> nJ 4 I n � - MAY NOT BE COPIED �R REDRAWN WITHOLJT
<br /> , � � 2x6 P.T. (SODIUM BORATE PRESSURE TREATED)
<br /> ' � N � THE WRITTEN PERMISSION OF SIALER DESIGN
<br /> � � � C RAWL S PAC E 1 � � � - L - J x � � 7 VENTS X 0.62 SF=4.34 SF VENT AREA PROVIDED SILL PLATES w/5/8"�x12"ANCHOR BOLTS & L L c .
<br /> � _ � _ � N Q
<br /> I 3x3x1/4"WASHERS@4'-0"o.c. TOFOUNDATION usE ❑F THIS DRAWING �s LIMITED T❑ a
<br /> j� ' VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH S P E C I F I C P R O J E CT F a R P E R S O N S N A M E D
<br /> � (TYP. U.N.O.). ANCHOR BOLTS SHALL HAVE MIN. HERE❑N ANo FOR THE CONSTRLJCTION OF ONE
<br /> �I�}��MAX. OPENINGS BUILD�NG. ANY OTHER LJSE OR REUSE IS
<br /> , 7�� EMBEDMENT INTO CONCRETE. s-rR�cT�v PROHIBITED WITHOUT THE WRITTEN
<br /> �—��� 4'-4�� 4'-4�� 4'-4�� I 4 4'-4�� 4'-4� 4�-4�� 2�— � C O N S E N T F R❑ M S I A L E R D E 5 I G N L L C.
<br /> �
<br /> � � I OO SIOA�LERI DESIGN,BLLC
<br /> O � � � � r � �� � � � � � � 4x10(TYP.)� � FLOOR JOISTS TO BE 2 x 12 HF#2 AT 16"O.C.
<br /> 6' g"�� - -� -I �F-- I I �- - UNLESS NOTED OTHERWISE
<br /> � ����_������ �——�J n I — �——F�� L—�J L—�J � FLOOR SHEATHING SHALL BE 23/32"T&G OSB R EV I S I O N S
<br /> f I I L — _l I_ — — — — — � C _ _ _ _ ._ _ _ . SUBFLOOR APPLIED w/LONG DIMENSION NO DESCRIPTION DATE
<br /> � 2#4X24"DOWEL @ NEW ACROSS JOISTS, STAGGER END JOINTS. GLUE
<br /> — — — — � .
<br /> I i <n � � � v � � TO(E) FOOTING&(1) � AND NAIL @ ALL PANEL EDGES AND OVER ALL
<br /> � � � ci I I I \/ I ( � #aX24" �0"O.C. @ NEW SHEAR WALLS w/ 10d @ 6" o.c. AND OVER ALL
<br /> ( I � o � � � �/ � ( � I TO(E)STEM WA�L. INTERMEDIATE FRAMING @ 12" o.c.
<br /> iv � � �N � � DRILL&EPDXY W/
<br /> o� I rJN Q � _� I °° SIMPSON SET 22XP PER
<br /> v 18"X24"CRAWL a I RECOMMENDATIONS BEAMS TO BE 4 x 10 DF#2
<br /> • �,T SPACE ACCESS I � UNLESS NOTED OTHERWISE
<br /> y HU212 I � PROVIDE SOLID BLOCKING OVER
<br /> � FACE MOUNT HANGER EXISTING FOUNDATION ALL SUPPORTS
<br /> �.Q� ' � a - - - - - TOREMAIN
<br /> � �NDICATES STRAP HOLDOWNS, PER PLANS, LOCATED AT P ROJ ECT .
<br /> B _ _ _ � _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , � �_ � _ � _ _ _ _ _ _ � � _ � � ,� � ENDSOFMAINFLOORSHEARWALLSABOVE. INSTALLPER
<br /> -� — ��—� - --- ---- � ---
<br /> -- �a — � � ` - � � �-� MANUFACTURER'S SPECIFICATIONS.
<br /> � _ _ __ _ _ _ _ � � AMPUDIA - HANAOKA
<br /> -- — - - — — --
<br /> � ; ,- - - - - - - - - -_, —� _►- - � � - - - - - - -, � - - - - - - �=--- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - � �
<br /> � i I � "' � I � � � , I I VERIFYALLPLUMBINGDROPS. RESIDENCE ADDITION
<br /> i i� � �J � � � � � _.i_ -_;_,-__ �_ 4„� __�;� I I FOOTINGS TO BEAR ON UNDISTURBED OR 1005 91 ST PL SE
<br /> S- i a l COMPACTED SOIL OF 2000 PSF MIN.
<br /> 2#4X24"DOWEL @ NEW � i � o � J I � I �3 "----�,, I BEARING CAPACITY. MINIMUM DEPTH OF EMBEDMENT
<br /> TO(E)FOOTING&(1) I I � o� G- - -� I I I I --= � , �'��-��� i ( I FOR ALL FOOTINGS SHALL BE 18 INCHES. EVERETT, WA 98204
<br /> #4X24"10"O.C. @ NEW , I X I I ° `� {� ; � _._ J ( PROVIDE 4 x 4 PT POSTS UNDER BEAMS
<br /> TO(E)STEM WALL. I � ��--� I I I �-.�-�
<br /> . DRILL&EPDXY W/ � �� I � � I ! � � � I (4 x 6 AT BEAM SPLICES). PROVIDE
<br /> F � ; y-_ _- ---�,
<br /> , i I POSITIVE CONNECTION TO BEAMS
<br /> SIMPSON SET 22XP PER ( � � 2x12 JOISTS L �� I I I I �� �� '� j I I PROVIDE 1/2"MINIMUM AIRSPACE BETWEEN C L I E NT .
<br /> RECOMMENDATIONS � � � j � CONCRETE AND WOOD. USE PRESSURE TREATED
<br /> ( AT16��o.�. o � � , � .� r; � � ERICK AMPUDIA
<br /> � , � � ` - - _ __ ___ _._ ._..� L ___ ..__ I WOOD WHEN IN CONTACT WITH CONCRETE
<br /> � � ( I 18'X24"CRAWL ;3 s� f'"��, t (� f-_ - _- ~_ I C O V E R C R A W L S P A C E G R A D E W I T H 6 M I L
<br /> I SPACE ACCESS I I I � (�' � ! ' � � t- � I j BLA CK VAP OR BARRIER. LAP EDGES
<br /> � _ � � ' ' - MIZUKI HANAOKA
<br /> I I � - f- - - — - � - I I �' I� '�`�`��`'� i E 3 � � 3 ( 1 2"M I N I M U M. E X T E N D 1 2"M I N U P F D N.W A L L
<br /> I \�I ( I �� ,� � � � il � `
<br /> ( I
<br /> � I � � ��� I I _ .v., _�' �'._. _� �? �_ e .�.. _ . _; � � � � � � � I
<br /> _
<br /> � � � SPREAD FOOTING KEY
<br /> 14"X8"CRAWL � I I I I � i I 2x12 JOISTS � � I �
<br /> SPACEVENTS � � � � � � � AT16��o.�. � EXISTING CRAWL SPACE TO REMAIN � ' I �
<br /> 7 LOCATIONS I , I I � � � � i ( � TH CKOCONCRETE1PAD S H E ET NAM E:
<br /> 1 ( �
<br /> - - - - - _
<br /> I � a � - -� � � � � � _ ._.. �. � -_:. ( 18��
<br /> . - - - - - - L
<br /> I I - - �J I ' I HU212 � I =4x4 POST ON 24"x24"x8"
<br /> o FACE MOUNT HAN ER I
<br /> I I � C RAWL PAC E 2 I I I I � THICK CONCRETE PAD F O U N DAT I O N
<br /> I I ( I w/(3)#4 EACH WAY
<br /> � 24'
<br /> ,
<br /> � � � � ; � � � � � �: __ � ' „ „ ., PLAN AND NOTES
<br /> � � =4 x 4 P O S T O N 3 0 x 3 0 x 8
<br /> I � L �1 L� � I � � ( � � THICK CONCRETE PAD
<br /> � I o � � � I � � w/(4)#4 EACH WAY
<br /> � I � I i I I I I (
<br /> � , I � � � � � � � i i 30„
<br /> � � � o L �J I L I I � � =4x4 POST ON 42"x48"x12"
<br /> I - -iv — — — — - - - -� L - - -_- - - - - - - - -- - - - - - - -_- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -� I � THICKCONCRETEPAD
<br /> A . . , . . . . . a . . . : — ---- _ —
<br /> ' � ' � � V - � - - - - - - � - 8 3 CLEARFROMBOTTOM
<br /> w/(6)#4 EA H WA
<br /> - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4
<br /> 10'-8" 10'-8" EXISTING FOUNDATION SHEAR WALL NOTE:
<br /> TO REMAIN
<br /> 2#4X24"DOWEL @ NEW 2#4X24"DOWEL @ NEW SEE PLAN FOR SHEAR WALL LOCATIONS
<br /> TO(E) FOOTWG&(1) TO(E) FOOTING&(1)
<br /> #4X24" 10"O.C. @ NEW #4X24"10"O.C. @ NEW COORDINATE W/SHEAR WALL SCHEDULE
<br /> TO(E)STEM WALL. TO(E)STEM WALL. FOR ANCHOR BOLT SIZE AND SPACING.
<br /> DRILL&EPDXY W/ DRILL&EPDXY W/
<br /> SIMPSON SET 22XP PER F O U N DAT I O N P LA N SIMPSON SET 22XP PER
<br /> RECOMMENDATIONS RECOMMENDATIONS
<br /> SCALE 1/4" = 1'-0"
<br /> APPROVED
<br /> PROJECT NUMBER: 2018-124
<br /> DATE: 08/15/18
<br /> CHECKED: LS
<br /> DRAWN: LS
<br /> STATUS: BUILDING PERMIT
<br /> �`�� �� ��t."_r�� 1 3
<br /> ���2���`,le.►F� ���? ��6'���g�
<br /> ■
<br /> PLOT SCALE: 1:1
<br />
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