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EX. BEARING WALL
<br /> STUD TO STUD NAILING SCNEDULE NOTES:
<br /> EX. FLOOR SNEATNING
<br /> NAILING TYPE I. IU�+ERE NO STUD TO STUD NAILING 15 INDICATED,
<br /> ��y�� 51'G CLIPS � 32"oc EX. JOISTS
<br /> TYPE I TYPE 2 NAIL STUDS TOGETNER WITN Ihd � 12"o.c. .
<br /> ALL 16d � 12"o.c. 16d � 6"o.c. 2.ADDITIONAL STUDS R�QUIRED AS NAILERS, ETC.
<br /> ARE NOT SNOW�I. _ _ __
<br /> 3. SEE SNEAR U1ALL SCNEDULE FOR SNEATNING NAILING ., ���,,,� ��1'���,
<br /> REQUIREMENTS. � � . _
<br /> , _� `�`t.��`t�"!'�:�,:����G�I�E:k:��_
<br /> 4. SEE PLAN NOTES FOR STUD SIZE AND SPACING. NEIU NON-BEARING NEW BEAM PER
<br /> Iv�RIFI' WITN ARCNITECTURA�) ARCN'L WALL�-- PLAN tu/ 'NU' SERIES ����•���`ni�����r���'�t������
<br /> FACE MOUNT
<br /> NANGER ��: ��.��:�����
<br /> ����,����s�.���
<br /> EDGE NAILING .
<br /> PER SNEAR WALL EDGE NAILING
<br /> � SCNEDULE PER SNEAR WALL
<br /> S�N�ou�� TRA I LS I D E
<br /> TYPE I NAILING 3 4 NEW �EaM SUF�'ORTINC� DISCONTINUOUS BE1�RIi�x W,4LL � .
<br /> VILLAGE
<br /> �p�� �A,�,�� A PA RTM E NTS
<br /> P�R SN�AR 1U,4�1.
<br /> JOISTS EACN SIDE 1300 100TH PLACE S.E.
<br /> SCN�pU�� PER PLAN —� �—EX. BEARING WALL
<br /> BEAM 4 JOIST WNERE OCCURS BEAM PER PLAN �-- EVERETT, WA 98208
<br /> SIZES PER PLAN EX15T. BEAM PLYUJOOD SNEATNING
<br /> � INT�RI(�R W,4LL CO�IER INTERIOR W,4LL TO EXTERIOR W,4LL WNERE OCCURS PER PLAN
<br /> W/ SIMPSON NU NGR I 3/4 LSL BLOCKING �
<br /> �' I .' y I .
<br /> �
<br /> i
<br /> � ; BLOCK SOLID UND�R
<br /> EDGE NAI�ING � -� B�AM
<br /> PER SNEAR WALL
<br /> SCNEDULE 'NU' SERIES BLOCKING DESIGNED
<br /> EDGE NAILING J015T NANGERS SIMPSON NGL SERIES
<br /> PER SNEAR WALL BY JOIST MFR. NANGER '
<br /> . SCNEDULE BEAM PER PLAN� MULTIPLE STUDS preservation
<br /> SIMPSON MT53m PER PLAN a rtn e rs �
<br /> ONE SIDE �
<br /> TYPE 2 NAILING Tl'PE I NAILING NOTE: AT O�SET CONDITIONS development �
<br /> TYPE 2 NAILING PROvIDE A SIMPSON MGU NGR �
<br /> Ul/ ONE OFFSET FLANCzE
<br /> 21515 hawthorne blvd., suite 125
<br /> torrance, ca 90503
<br /> v,a�rir� w,a�� siz� iNr�RioR w,a�� �o �xr�RioR w,a�� 7 $ tY��c�� ���M to ��������cu�,�� 9 1 O
<br /> T1'PIG,4L �3�,41'1 TO JOIST GO1�l1�l�GTl01�1 8�,41'1 GO1�l1�l�GTl01�1 ?1'PIC,4L �E,4M TO MULTIi'�E STUD CONNECTION ,
<br /> �L.
<br /> �wAs
<br /> ~ �' �t.�,�
<br /> '� STUD SIZE AND �
<br /> SPACING PER ,
<br /> z PLAN AND DETAIL �
<br /> � � PIPE / PLATE PENETRATION BEAM PER PLAN `� �
<br /> �,, --�-- BEAM PER PLAN '�°���� �ti��' .
<br /> — ��� GLR. MIN. TYP �'s ti
<br /> SIO �
<br /> �. -O�, AT f� PENETRATION I }� � � �L
<br /> "�'fP CAL. �
<br /> z D� DBL. TOP PLATE GREATER T�4AN I'�2"m BEAM SIZE NANGER REC�I,IIRED CAP. lKips)
<br /> � � INSTALL SIMPSON �
<br /> "' ST 2122 STRAP BOTN �2) 2xlm OR LESS U21m-2 lOR SIM) 1.86 ' REVISIONS/NOTES
<br /> L .
<br /> — (2) 2XI2 NU212-2 INAIL ALL NOLES) � �— � o � NO DATE DESCRIPTION
<br /> ��— _ X S���S 4xlm or 4x12 $M NUCQ41m-SD5 33, ° � o o �
<br /> . CY�� I � � 6xlm or 6x12 BM NUCQ61m-5D5 3�� ° —
<br /> Y� Z _ 5'�sx 12' fOR 1���2")GLB NGU5525/Im 9.1 II 1 7.15.16 HUD Application -
<br /> ni � �— 3'�Sxl2" lOR lt�'�z")GLB NUCQ21m-2-SDS 4.95
<br /> �, 2 8.10.16 HUD Application
<br /> 2x6 or 2x8 JOISTS U26 OR LU26 m.�4 SIMPSON ECC SIMPSON CC —
<br /> SE�4RINC� iW,�LS NON-SE�4RINC� W,4LL5 2xlm or 2x12 JOISTS U21m OR NU21mTF iza co�. ca� �rYP.� _
<br /> A5 REQ'D TO FIT
<br /> STUD MAX. D i MAX. D 2 STUD MAX. D i MAX. D� BEAM ' —
<br /> SIZE INOTCN) INOTG�I) �I�� INOTCN) INOTG�I) \��P05T
<br /> 2x4 4 3/4 I �� I �i 2 P05T PER PLAN ° —
<br /> 3x4 4 3x4 4 _ �_ PER PLAN _
<br /> � ?X�O � �/4ee 2 ��4�� I ?X6 2 �/4u 3 ��4�� I — � —
<br /> . 2x8 1 3ia" 3" 2x8 3" 4 ��¢" STUDS PER PLAN
<br /> NOTE: �IOLE AND NOTCN SIZE FOR NON-BEARING IUALLs MAY BE USED FOR —
<br /> BEARING WALLS IF REQUIRED NUMBER OF STUDS ARE DOUBLED.TNIS MAY
<br /> ONLY BE USED AT TlUO CONSECUTIVE STUDS IN ANY ONE WALL. � � TYPICAL TOP i'L1�TE PENETR�4TION � 2 � 3 t�'��G�� t�'���� ���'� t� ��st � 4 t�'��G�� t�'���� ���'� t� ��st � 5 — :
<br /> TYPIC,4L N�sER SC�IEDULE CO���CTIO� O�� SID� CO���GTIO� TUJO SID�S TITLE
<br /> 1�LLOW,48LE NOLES � NOTCNES IN STUDS
<br /> REBAR I�OLE MIN. EMBEDMENT �g
<br /> SIZE DIAMETER ll) LENGTN lU TOP BARS l2) OTNER BARS �d� WOOD FRAMING
<br /> NEW ARCN'L WALL
<br /> �3 13/32"� 5°,a" 25" IS" 6" MULTI STUDS -� OCATION PER ARCN'L DETAILS
<br /> � " 4 9/16"m 8��2" 33" 24" g�� PER PLAN � I 3/4" LSL BLOCKING �X. PLl"WOOD
<br /> SNEATNING �
<br /> " 5 I I/16"ro Im" 42" 3m" 9" SIMPSON NTT4 TIE
<br /> #6 7�$„� �3�,4„ 5�„ 36„ ��„ FOOTING EXTENSION �X.. CONCRETE S�AB 4 CONCRETE SLaB ON PERMIT # 00000
<br /> EX. CONC SLAB X 2�_m�� �� 12} +� �,q �,qY ON GRaDE g�� GRADE PER PLAN
<br /> � 4 FOOTING �
<br /> . � l I � 13��2 58 42 13 � �
<br /> �8 I�is��� 16�i2�� 58�� 42�� 13��
<br /> SE� 19/54.� FOR CXN TO ;
<br /> �XISTING SLAB a , „ i DRAWN KJT
<br /> I. R�QUIRED NOLE DIAMETER AND EMBEDMENT LENGTN VALUES SNOWN ARE FOR USE WITN EPDXY PER GENERAL NOTES. . � � I� ° -� X x x `
<br /> � � _ ° t -" ,� d' — — �— � � # 4 � 24"oc EMBED A35 CLIP `BEAM PER PLAN
<br /> CHECKED RLM
<br /> 2. TOP BARS ARE ANY NORIZONTAL BARS IUITN MORE TNAN 12 DEPTN OF CONCRETE CAST BELOIU TNEM. —
<br /> a ` � =111=11'—�= 8" INTO EX. CONCRET� PER SNEAR IUALL EACN SIDE ISSUE DATE 08.10.16
<br /> . � 4 d •� • III�;,III- �
<br /> FACE OF EXIST. CONC. ° � _ _ _ ���— � $ GROUT SOLID w/ EPDXY SCNEDULE � �`MULTI STUD SUPPORTS JOB NUMBER 16002.00 .
<br /> � � � "'—"' _''�=1 I 1=1 f i���I I '�I I I �" P E R P L A N S T A C K T O
<br /> � D D O W E L S I Z E P E R D E T A I L S ° P FACE OF EXIST. CONC. P-� ����� SHEET NO.:
<br /> fl 4 e o 4 e
<br /> f � __ _ — — f C �X. 24" ��_p��
<br /> �sY o a o � o � a � FT6. VERI�Y (2) 5/8"ro ALL-TNREAD � ARCN'L WALL PER PLAN �
<br /> � o o � v � DOWEL SIZE
<br /> � MIN. ^ �5 � MIN. a �dh PER DETAILS RODS. DRILL 4 EPDXY
<br /> 45" INTO EX. CONC.
<br /> �� EMBEDMENT �a EMBEDMENT StD. NOOK TYP. FOOTING
<br /> LENGTH LENGTH U.ON. S� . O O �
<br /> T�PIC,4L DouJ�L �MB�DM��1T To �xISTI�I� STRUcTUi�, Uo�l � � Ex. �ooTIN� ExTEN51aN ,4T MULTIPLE 5TUD5 � V t�r�Ic�4L N�uJ SL�4B o1� �RAD� to �xIStIN� � 9 2�
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