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Plan Check No.: C1510-001
<br /> Job Address: 2802 VICTOR PL
<br /> Owner: DIAZ WALTER/BAUTISTA NANCY
<br /> Tenant: [Te�Name]
<br /> Application Date: 30/1/2015
<br /> � Proposed Use: SFR
<br /> j i � Type of work: NEW SFR
<br /> '� � �/ oy
<br /> i I
<br /> ' � Office Se�.� ]ob Set Fire/Planning Set
<br /> ` Reviewed For Permit: Dat�� c� f� By: �fy
<br /> �
<br /> � � 23003 SSTH AVE W,
<br /> A3.1 MDUNTLAKE TERRACE, WA 9B043
<br /> n � A3.1 ❑ CELL:425-877�7377
<br /> 3�-6�� �` TMP� � 42'�O" EMAIL:SIALERDESIGN@GMAIL.COM
<br /> 12'-7" � 24' 7'- 0" � 24' 7'-7" 14'-0,� i
<br /> 2X12 JOIST
<br /> tS�j, ^O ,�O O ,�O .�O ,�O tS�j, ,�O ,�O AT 16"O.C. ,�O ,�O ^o ,�o i ,
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<br /> S2 ; � c� NOTE:VERIFYALL ROUGH IN 2C� — � �
<br /> o I 'y I - I I p PLUMBING DIMENSIONS I '. ��6+ I � U tA THESE DRAWINGS ARE COPYRIGHTED AND MAY
<br /> v I p � � [�I � O O V NOT BE COPIED ❑R REDRAWN WITHOUT THE
<br /> WRITTEN PERMISSION OF 51ALER DE51GN LLC.
<br /> � ( � I 5'2 � e', ' � � tp ___ p � USE OF THIS DRAWING IS LIMITED TO A
<br /> I `� I I I I I NOTE:SCREENEDLINES I •r ~ � ------_— � � S P E C I F I C P R O J E C T F O R P E R 5 O N 5 N A M E D
<br /> • I N D I C A T E W A L L S A N D :: I I �p Q � ' � HEREON AND FOR THE CONSTRUCTION OF ❑NE
<br /> • I FIXTURESABOVE •�.:• t� �1 � Q �� BLJILDING. ANY OTHER USE OR REUSE I5
<br /> STRICTLY PROHIBITED WITHOLJT THE WRITTEN
<br /> � I ," �T�S'O I L� _ - J I '�< I ��i s. � ' ' � ` � Or C❑P Y R G H T 2 0M SSIALER DESIGN LLC.
<br /> ' � �p � 4 X 1 0 BEARIIVG WAL J L
<br /> N � �" "' • N O � _ — _ v SIALER DESIGN LLC
<br /> 1 r G.L.5 1/2"X 11 7/8"FLUSH
<br /> — r 24 � �`' ' � �- REVISIONS
<br /> o i+� ': `L1'�' 2�. � ,�
<br /> � �1
<br /> N I d' � i•'
<br /> � :.�� — — — — — — — I ;:: I a 3 DATE DESCRIPTION
<br /> � I + � ;' N BEARING WALL ( � HANGER IUS1.8/11.88(TYP.) 09/30/15 PERMIT SUBMITTAL
<br /> PS 5 1/4"X 11 7/8" 11/20/15 CORRECTION PER CITY
<br /> I .'' �� � S B ON GRADE I
<br /> 2 — — I�I — — — — — — — — '� � 2
<br /> 3.1 = �L� �I "'COpC"51'74S 0�7ER . 2 2 — — — — � — — — � — — —
<br /> I .:. I ,` A3.1 A3.1 = �`cn A3.1
<br /> + � 2"THIC NESS R-10 RIGID INSULATION, t' �- = HANGER GLN 5.511 p
<br /> � OVER ;: ( � � � c.i
<br /> � 4"GRANULAR FILL. I � � �
<br /> � :.. � I 2 u� t� I � �
<br /> T.O.S.=498.50' ;, I . 6 6
<br /> N ( %i: S3 s�M. 7/8 JI 11� a � ¢ S2
<br /> o ( If-� - - - - - � — - - � , � � PROJECT :
<br /> � `n I o , �
<br /> � — — — — — — — � r I � DIAZ RESIDENCE
<br /> �N � I � � `�
<br /> S2 I I , � i `,,� 2802 VICTOR PL
<br /> N �. _ I ...�; �
<br /> � 30�� � !� I ,�6 � EVERETT, WA 98201
<br /> I _ � I � I :',, G5 �,�,�� ( �
<br /> I I � � - - — � '-; I 2 ti � � � _ _ o o CLIENT :
<br /> :r• >::.,. .;•;.'a: 1. •.,.,;, •y�. ,: :,• S3 � L W10X45(FLUSH)
<br /> bo I I I '; — r.'.: — 6 � �]� � � — — —
<br /> � �r. �—� �� �x , , � �, , DIAZ WALTER &
<br /> I I �'�. �'�y s �,G� � �� 11 � � 5 s� `�� s� BAUTI STA NAN CY
<br /> L g g o, � s� s3 �'s s S2 yo tio tio
<br /> � :�': S2 �,,� o 0 o J � �� ��+ � 'o 'o 'o
<br /> 2- CAR GARAG E � :� J '�' s° ; � 2 � s 19208 48th AVE W
<br /> � � 4"CONC.SlA6 A3.1 ( `;; o Q p o S3 A3.1
<br /> LYNNWOOD WA 98036
<br /> � SLOPE 3" `•.. X m Z N � �
<br /> N � TO DOORS I ;. � O N N Q
<br /> � 30� ,.; I U � O ��'��'
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<br /> ���" � � S H E ET NAM E:
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<br /> �:. I �
<br /> � I I I .4.� I
<br /> :.. � FOUNDATION
<br /> � � I .:�. �
<br /> � �
<br /> � I � � PLAN ,
<br /> _ I I � ;.,
<br /> N � _ _ _ _ _ _ _ _ � ��: I FOUNDATION
<br /> � f�:��� �� .,� � : : �' • .,�` ;.• '�.
<br /> .� -��,- .:..'- _t - - - �.Y - NOTES, MAI N
<br /> � � FRAMING PLAN &
<br /> S2 � 21'-0�� 2�-6�� 18'-6" S2 rn, uRADING ANQ t7RAli`JAG,�
<br /> �- ����;5;��� �h�;l J^ MAI N FRAM I NG
<br /> made for the c�ntrol a,,� ;,��-��;,�,rge of surf�ee
<br /> water around b,�i���rgs �y. g�tt�rs, drai:� ►ines, inlet; and catch NOTES
<br /> 42'-0" basins or ath�r necessary draina�e structures and s � � � �
<br /> MAI N FRAM I NG PLAN �''�ere stu;m tvater disposa► �ar�not b., ,-, �a�' by �nsta,led r-,�(�
<br /> N �.�R`��.re er�sicn �ann� � �btai�i�:d with����t tt�eir use or � I.�l'�L'�� V 1.�
<br /> SCALE 1/4" = 1' 0" �'t b� preve�tLd b�r f;n;,�� gra�i��g �nd planti;7g�
<br /> FOU N DATION PLAN ��.y w��►S sh.:�� r.�t �4 o�,st��se� ;,-� �►��� w.�E,r� trc vv�� e� ; .
<br /> SCALE 1/4" = 1'-0" �rained andjQr porous. �t W��� NG'J 2 3 2015
<br /> IF BUILDINU �S 1��3T F�SI�'FONF,`� AS �_ �r�c�ing shall b� pr�vicfe� `a i�sJr�: � ��� -�,� ���Y QF �V���TT
<br /> n � * .�.��.�.:�;���::� �.,.�;�,, _ ����� � P�trt�'t!t ��rvlcas
<br /> INIIICATEI� ON A�PRUVED SITE Pi.AN, (a) Diversion of water aU,ay frarp buil�in�;s„ ,� y ��;,
<br /> -- .
<br /> A NEW SITB PLAN sHALL BE �U�1viIT- (�) PreG�ertron of standin ������ ������� ����������� �� � �
<br /> ��D. NO FURTHER IN��'LCT.i3i�S �i�1LL g water and soit safuratio^ detrarx1enxa; `�.i��� 5��0,���-�,�•,������
<br /> �3E MADE ON TI�IS PR(aJ�£�T UNTII.TY,E ta St'~u''f' C�� �nd lOt use. . �v ,
<br /> FOUNDATION NOTES
<br /> r��VISED SITE PL��� riAS BEEN APPR_C�'�.✓-
<br /> c�� -rn�g „4t,,�ai d�ainags channels or APPROVED
<br /> � ED BY :'�� �t.r.r,DING)P€1BLs� ��,T�;RKs f�li��. basin�s are �� bbok�d q�
<br /> • WRITTEN DIMENSIONS TAKE PRECEDENCE � F�EPTS. (d) Prc `s�,s��;g �flr tl�e �,sposa►af y�{e�.f� _ _
<br /> OVER SCALED DIMENSIONS. VERIFYALL ,vater a���u �a �,:.:�� „
<br /> DIMENSIONSAND CONDITIONS IN THE FIELD . VERIFYALL PLUMBING DROPS. �asizs or oth�r ne�..�.ssw:,� :: ` te) prG�e�tiori �f�;(�j;����,� ��� � m � ��' P�.� AM�wI
<br /> • STEP FOUNDATION PER SITE CONDITIONS • FOOTINGSTO BEAR ON UNDISTURBED OR '��'"e Stv��. "'�'�t�r ri�`�?- ° i ��'�'' FLOOR FRAMI NG NOTES p �� "Y
<br /> VERIFY STEP LOCATIONS WITH DEVELOPER COMPACTED SOIL OF 2000 PSF MIN. ? �` ` ����Sy��Q
<br /> • PROVIDE TEMPORARY BRACING AS REQUIRED BEARING CAPACITY. MINIMUM DEPTH OF EMBEDMENT • WRITTEN DIMENSIONS TAKE PRECEDENCE � Z
<br /> UNTILALL PERMANENT CONNECTIONSAND FORALLFOOTINGS SHALLBE 181NCNES. " OVER SCALED DIMENSIONS. VERIFYALL
<br /> STIFFENERS HAVE BEEN INSTALLED. • PROVIDE 4 x 4 PT POSTS UNDER BEAMS DIMENSIONS AND CONDITIONS iN THE FIELD . FLOOR SHEATHING SHALL BE 23/32"T&G O.S.B.
<br /> • PROVIDE TEMPORARY BRACING AS
<br /> . 2x6 P.T. (SODIUM BORATE PRESSURE TREATED) (4 x 6 AT BEAM SPLICES). PROVIDE REQUIRED UNTILALL PERMANENT SUBFLOORAPPLIED WITH LONG DIMENSION ACROSS A�j F��sTE�� �,��
<br /> POSITIVE CONNECTION TO BEAMS JOISTS,STAGGER END JOINTS.GLUEAND NAIL ALL F G��
<br /> SILL PLATES w/5/8"�x12"ANCHOR BOLTS& CONNECTIONS AND STIFFENERS HAVE � ``��ONAL EN
<br /> 3x3x1/4"WASHERS�4'-0"O.C.TO FOUNDATION • PROVIDE 1/2"MINIMUMAIRSPACE BETWEEN PANEL EDGES AND OVERALL SHEARWALLS w/10d
<br /> CONCRETE AND WOOD. USE PRESSURE TREATED BEEN INSTALLED. NAILS @ 6"o.c.AND OVER ALL INTERMEDIATE
<br /> (TYP. U.N.O.). ANCHOR BOLTS SHALL HAVE MIN. 7" �uY f�� ' • ALL HEADERS TO BE 4 z 10 DF#2 U.N.O.
<br /> WOOD WHEN IN CONTACT WITH CONCRETE FRAMING @ 12"o.c. Exair�s erz4rzo��
<br /> EMBEDMENT INTO CONCRETE. �i�,g wate� ar: soil saturatian dEtitres_:;
<br /> ��n n d • ALL GLB TO BE 24F-V4 DF/DF UNLESS
<br /> • COVER CRAWL SPACE GRADE WITH 6 MIL "'
<br /> BLACK VAPOR BARRIER.LAP EDGES �.a: NOTED OTHERWISE
<br /> . 12"MINIMUM. EXTEND 12"MIN UP FDN.WALL • FLOOR JOISTSARE 11 7/8"TJI 110 @ 16"o.c. FOR LATERALAND
<br /> F L O O R J O I S T S T O B E 2 x 1 0 H F#2 A T 1 6"O.C. _ : ,`3%�'Si;1S 8C2 ROt b1�JCk�� ` n �l��it'���(�E �'``""r'Uit t Li x: . SEE FLOORAND/OR FRAMING PLANS FOR UNLESS NOTED OTHERWISE. GRAVITY ONLY
<br /> UNLESS NOTED OTHERWISE ��� �� ���������T N����' e�ann s�zEs.
<br /> ������,T g ACKS. pROPANE,T� . USE SIMPSON HANGERS FOR SINGLE AND
<br /> •FLOOR SHEATHING SHALL BE 23/32"T&G OSB ,, c • P R O V I D E S O L I D B L O C K I N G A T A L L
<br /> SPREAD FOOTI NG KEY ���������'�t��IAL PERMIT` gEqRING POINTS DOUBLE JOIST CONNECTION AND SIMPSON HU PROJECT NUMBER: 2015-13
<br /> SUBFLOOR APPLIED w/LONG DIMENSION ACROSS HANGERS FOR ALL BEAM CONDITIONS.
<br /> JOISTS, STAGGER END JOINTS. GLUE AND NAIL @ • � DENOTES SOLID BEARING UNDER DATE: 09-30-15
<br /> ALL PANEL EDGES AND OVER ALL SHEAR WALLS � � =4x4 POST ON 18"x18"x8" CONCENTRATED LOADS. USE(2)Zu6
<br /> F�li�tOfi3� ��fC1'11��f�i`E: #�� 'l�r�E: ' CHECKED:
<br /> w/10d�6"o.c.AND OVER ALL INTERMEDIATE � THICK CONCRETE PAD AT 6"WALLS. USE(2)2x4 AT 4"WALLS. • ALL WINDOW HEADERS TO BE SETAT 8'PLATES � � `- {;•• �
<br /> I I UNLESS NOTED OTHERWISE. �Qr Th1S Pro ect To Include.
<br /> UNLESS NOTED OTHERWISE PER ELEVATIONS. DRAWN: LS
<br /> �
<br /> FRAMING @ 12"o.c. L J 18„ SHEAR WALL NOTE: . E N O T E S P O I N T L O A D F R O M A B O V E � �nd draw�ng Prepared by
<br /> SEE PLAN FOR SHEAR WALL LOCATIONS � a ��.�±P ��`��''`Q� `+r�'`t'`��``� STATUS: SUB-1
<br /> • BEAMS TO BE 4 x 10 DF#2 � � =4x4 POST ON 24"x24"x8" • � CROSS HATCHED WALLS INDICATE • PROVIDE'PB'POST BASES AT POSTTO FDN. _� Plumbing ❑ Sprinkier @t' -_ .
<br /> UNLESS NOTED OTHERWISE ��� THICK CONCRETE PAD COORDINATE W/SHEAR WALL SCHEDULE BEARING WALLS TO BE FRAMED WITH CONNECTIONS U.N.O.AND'AC'POST CAPSAT
<br /> • PROVIDE SOLID BLOCKING OVER w/(3)#4 EACH WAY FOR ANCHOR BOLT SIZE AND SPACING. 2x STUDS AT 16"O.C.MAX. U.N.O. POST TO BEAM CONNECTIONS U.N.O. �� M@CF1aI�ICc'�I � Fire AI�*�
<br /> �LLSUPPORTS 24" SHADEDAREAS INDICATE SOFFITED � �QCtI"lC��
<br /> INDICATES STRAP HOLDOWNS, PER PLANS, � �AREAS. SEE PLANS FOR DEPTH . ALL4X HEADERS TO BE WSULATED WITH R10 RIGID Y�, ��31C; iTl�i K Iu• F���iil1T�'�i OIl Slt('
<br /> LOCATED AT ENDS OF MAIN FLOOR SHEAR =axa PosT oN 3o"x30"x8" • ALL VOID SPACES TO BE FIRE AND DRAFT INSUL.(TYP) '
<br /> WALLS ABOVE. INSTALL PER DETAILS ON � THICKCONCRETEPAD STOPPEDPERIBC � .;��•�1Ty � ��r, ';�`�, �„`?���`� ��� ' �
<br /> SHEETS S1 AND S2 AND MANUFACTURER'S � � W��4)#4 EACH WAY
<br /> SPECIFICATIONS. SEE R S2 FOR RETROFIT �Y �
<br /> � ao �� o�►trets respQrssibili to a�tablis� ar�a�telas su
<br /> HOLDOWN.
<br /> prn��rt�f�rnes. PLOT SCALE: 1:1
<br />
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