|
he Olzns,�deas,a�rngemen�s and des�gns indiczted 0�F F I C E
<br /> re represcented hy these drarvings are oxneJ by,
<br /> � nd are ihe propatry of PACIFIC OENTAL SERVICES aM
<br /> 'ere created ind aeveloped wlety fir use on,and in
<br /> oncection wtih tYie specific project,and shall not 6e uud, ���
<br /> N���� �in whole or in pzrt,for any pur0ose for wMch ihey�vere
<br /> not originally intended wi�hout wri�ten O�nnissian from
<br /> EXTERIOR �RG. INTERIOR BRG. `""F"°E''T"`SE"v"ES°z°'r.
<br /> � O �OUNDARY NAILING (�.N.) AT PERIMETER 2 ROWS C�? INT. SHEAR WALLS SUPPORT SUPPORT
<br /> DBL 2x6 BLK G & AT STRUTS. DRAWING ISSUANCE DATES
<br /> EDGE NAIL SHT'G TO TYPICAL 2 NAILING AT CONTINUOUS PANEL EDGES (C.N.)= B.N. 2 — � — — � � . — - - — BID SET:
<br /> ALL MEM�ERS FRMG � 7 FOR CONSTRUCTION:
<br /> � � 34 �� SIMPSON ST2122 STRAP L _ 1 L —.I � _
<br /> N 1 / x14 EDGE OF OPENING > » O EDGE NAILING (E.N.) � ALL EDGES OF ALL SHEATHING SHEETS AND AT � � r ��= = $�T T�� � � �j =� � � �= =1=
<br /> MICROLAM BLK'G. (N)A35 CLIP GREAT�ER NINGS 2 -� & gE,qRING SUPPORTS. �� � � � � � 3 � 3 � ( DATE: REVISIQNS:
<br /> D�L. PWJ 4O INTERIOR NAILING (F.N.) 12" 0/C TYPICAL C�? ROOF. 10" 0/C TYPICAL � �- � � r-=�=� � T � � � �- -� _ _ _ __
<br /> � -
<br /> ���_� _ � - - ________ -______ ____= C�? FLOOR. II I I I I 2
<br /> I ' �
<br /> , � 5 SEE PLAN F�R SHEATHING THICKNESS AND NAILING SCHEDULE NAILS 4 I_ _ _ L � � � _ �� _
<br /> �__ i , , O ��= — — -=�=_ _�/— —
<br /> � H U T F H G R. S H A L L B E S T A G G E R E D W H E R E N A I L S A R E S P A C E D 2" O R 2,Y2" o/c. � r �T � �
<br /> � ; PROVIDE FILLER 2x6 MIN. 3 II 4 I I I I II
<br /> � �^ • BLOCKS o • o O LONG DIMENSION OF SHEATHING SHAL� RUN ACROSS JOIST OR RAFTERS L - _ _ 1 T,1 . (� __ _ _ _ _
<br /> � -- ,_ � - - � ��- � .
<br /> ��J X • X
<br /> �,f'���� PWJ � � � X � � PWJ 7O MINIMUM EDGE DISTANCE FOR NAILS SHAL� BE 3/8". I I � � I I I I I I - � - � -I I f - n ,
<br /> (E)PWJ �._ _ (N)MICROLAM JOIST _ _ _ _ _ � Q _ _ _ _ _ /J. L _ _ 11�� � _/ _ __ � ' � �
<br /> = -�r - - -r r -=
<br /> I PER PLAN � � a$ MINIMUM SIZE OF SHT'G SHEET SHALL �E: 2'-0"x4'-0" z1os4B�eYa��ay,sU�ceioo,�xe���esr,ca�zsso
<br /> 5p HGR. (999)599-0320 Fas:599-03"L5 mailCstbse.com
<br /> ' ' �� � � L015, STB Structural En tneers, In
<br /> � � / ' SIMPSON U -JOIST `�'$ O MACHINE APPLIED NAILING: NAILS SHALL NOT BE OVERDRIVEN. IF NAIL RAFTERS OR , , �BNUMBEx: is-i9z PxoJECT Nc�NEER: vsT
<br /> E �EAM HDR. MAX. SD2 2x4 FLAT �LK. ON SIMPSON Z
<br /> WHERE OCCURS HGR. EA. END PROVIDE FILLER HEADS PENETRATE THE OUTER PLY MORE THAN WOULD �E NORMAL FOR JOISTS (SEE
<br /> 2x6 MIN. A HAND HAMMER OR IF MINIMUM EDGE DISTANCE IS NOT MAINTAINED, CLIPS BETWEEN JOISTS OR
<br /> (E)2x STUD WALL PROVIDE FILLER BLOCKS EA. END THE PERFORMANCE WILL �E DEEMED UNSATISFACTORY. P�N� RAF�"ERS WHEN CALLED FOR ON '*T
<br /> BLOCKS DBL. PWJ PER 6 MINIMUM NAIL SIZES: FRAMING PLANS. 1
<br /> - - - -- - - - -- - - -- - - - - - sD2 �Q `°
<br /> -
<br /> � - - - --- -- - - --- -- - - -- - - - '�
<br /> SHTG. THICKNESS MIN. LENGTH MIN. DIAMETER WIRE GA. 'I'I MINIMUM SIZE FRAMING MEM�ER C� SHEATHING EDGE - SEE '
<br /> " " .148" g NAILING SCHEDULE. �
<br /> �2�� �8�� 12 2" SOLID BLK'G MAY BE SUBSTITUTED AS CROSS BRIDGING. �d'°.�,�ai osr'sa�° 1�'4'�
<br /> 5 » O ssr s��
<br /> AT (E) STUD WALL /$ 2�/4 .148 9 oxaL
<br /> ,A 3�4" 23/g" .148" g 'I3 AT FLOOR SHEATHING: PROVIDE CONSTRUCTION ADHESIVE/GLUE JAN 25, zoi7
<br /> BETWEEN SHEATHING AND ALL FRAMING MEMBERS. `�
<br /> � � ��' Z
<br /> � W � � �
<br /> TYP. �P'W�) FRAMING ARDUND OPENINGS 2 TYP. ROOF SHEATHtNG LAYOUT t� � � � �
<br /> r,��-i��� �az-���c;� � � ��
<br /> � Q � �
<br /> � a � .
<br /> W �
<br /> � � W
<br /> �
<br /> � ^ � �
<br /> � � �
<br /> 2 0
<br /> CURB PER MFGR 4x6 SHAPED NAILER � �'
<br /> (E)JOIST HGR. WOOD WE� z � (3y2" MAX. TO 2,Y2" MIN,) w/ ¢
<br /> (N)'IUS' HGR. STIFF R EA. SIDE � ��� LEVEL TOP w/ BC40-1 /2 �
<br /> (E)ROOF SHT'G. SEE O &O �� PWJ 3/g"�x3y2" LAG SCREWS � , BASE Ca} 24" o/c MAX. m
<br /> MECH L ~
<br /> ___.______� , J ,.,_, `V � 24" o/c MIN. (2) ER. SHORT SIDE w
<br /> �..�_._.___ __________.�_ ._..__. _ . Q v U N IT 3 EA. LO N G S I D E �
<br /> — . — .
<br /> ! � �� (MIN. 3 PER SIDE)
<br /> PER NAILS ^N (MIN. SPACING CONTROLS \ �� � �
<br /> � 21/ �� � SCHED. � NUMBER OF BC40) �z o z I I I I II I D�L. PWJ PER I II I w w ,
<br /> �' _ � j 2 � L E V E L N � � � I I I I I I I P�,q N I I I I � �
<br /> � ,
<br /> � X
<br /> . � r � M I N• o e � I I I I I ( (I I � O
<br /> ' � � � �) � �) � �� � � �
<br /> o �e — � �� ( �� � BC40 ( (� � � �
<br /> (E)PWJ � „ sEE 10d NAI�LS EA. _ _ __._ — _- I I I I I I I I I I I Q W �
<br /> (N)MICROLAM TI�HT & SIDE D =18 OR �N � X I I I I II I � � �
<br /> JOIST PER P1�4N CE)��M F�T MIN. O O LESS- . . I I I II I � z Q _
<br /> 2 N A I L S E A. S I D E I I I I I I I I W —
<br /> A '0'=20" TO 24"- SHAPED NAILER ELEVATION ' ' � ' ' v � � � o
<br /> W E B S 7 7 F F E N E R 3 NAILS EA. SIDE A I I I I I I I 'o' I I I I F--� �., N
<br /> BAT tE) FLUSH BFAM NOTES: � '-� _ °c �' �
<br /> 6-#10x 1 .5" I I I I I I I I I I I � � � � �
<br /> O1 D.F. N4.2 �R BETTER (.161 "x1 .5") W.S. I I I I II I I I I I � � °C > Q
<br /> DUSE 10d COMMON NAILS BG40 (SIMPSON SD10112) � H
<br /> ' . I I I I I I I I I I I w _J i-i- w w
<br /> 0 CLINCH NAILS AT 3x NOMINAL X � 3y2" WE� STIFFENER i i�� I�L � � z w cn �
<br /> » Q 1 2 o c A T A C 4-#1 0 x 1 .5 W.S. �, Q ,_..� a�
<br /> CHORDS OR USE 10d x 2,Yg LONG U N I T T Y P/ / o W z z M a�
<br /> °� � HQ � w
<br /> �
<br /> 4 TO PREVENT DAMAGE TO JOISTS, (E)PWJ (DOU��E PER PLAN)
<br /> D� NOT NAIL AGAINST WEB w/o OR 4x4 �L�CK C�? � OF BCQ.O SHAPED NAILER PLAN
<br /> PROPER �ACKING. g�pCpNG PANEL B NAILER C � ��
<br /> � ; o '
<br /> 5 lYP. P'WJ WEB STIFFENER fj 8 � M �
<br /> �r,��-ao� �- M �
<br /> � � �
<br /> � �
<br /> � � �
<br /> NOT�s: �'
<br /> � � �
<br /> > z � �
<br /> 1 . HEADERS SCHEDULED ARE FOR 2x4 STUD WALL FOR � ►� � � Q o W
<br /> LARGER STUD SIZES LINTE�S SHALL �E SAME THICKNESS 4 -0 MIN. � O � � o 0
<br /> SHEATHING A S S T U D W I D T H. TOP R SPLICE � w � � ¢
<br /> � � � W H E R E 2. D O U B L E T O P S P L I C E S H A L L B E 4'-0" M I N. w 8-1 6 d UNLESS OTHER- � Q z� �
<br /> ___� � R � WISE DETAI�ED � � o � � �
<br /> OCCURS POST WHERE NAILS EA. SIDE OF �UTT JOINT IN TOP PLATE. A35 CLIP TOP & �OTT. AT � � ^ �
<br /> OCCURS 3. INSTALL 1 x6 LET IN BRACES � 25 FT. o c MAX. IN ALL KING STUDS
<br /> 2"� � 16d � 16" o/c EA. �
<br /> UNSHEATHED STUD WAL�S. KING STUDS PER SCHEDULE SIDE OF SPLICE
<br /> I OF �M. E.N. 16d C�? 24"o/c 4. AT BUILT UP LINTELS USE BLK'G � 2'-0" o/c w/ (c� EA. JAMB HEADER SEE
<br /> 2-16d EA. SIDE TO �UILT UP LINTEL TO WIDTH OF 4-2�d SCHEDULE
<br /> D � = FRAM E WALL.
<br /> ��2 '� 5. INTERNAIL KING STUDS WITH 16d C�? 24" o/c
<br /> SHEATHING EDGE 16d C� 24" o/c 6. SEE NAILING SCHEDULE FOR ALL OTHER C�NDITIONS.
<br /> FOR SIMPLE SPANS AND UNIFORM LOADS, THE FOLLOWING NAILING (E.N.) STAGGER SIL� R 16d C�? 12" o/c STAGG. EA. SIDE �
<br /> FORMUTA MAY �E USED TO DETERMINE HOLE SPACING 1.0 '�'
<br /> REQUIREMENTS�: �� 7. FOR TYPICAL WA�L INTERSECTIONS, SEE
<br /> p- 2x STUDS SD2 WINDOW SILL 1 -2x TRIMMER STUD � 6'-0" o
<br /> WHERE: 2h � 16"o/c 2-2x CONT. MAX. OPENING 2-2x TRIMMER �
<br /> D = DISTANCE: IN FEET FROM CENTERLINE OF SUPPORT TO CENTERLINE OF STUDS C� OPENINGS GREATER
<br /> HOLE. ���� == ���-
<br /> ' THAN 6'-0�� ITL
<br /> L = BEAM SPAN IN FT.; FROM CENTER�WE 4F SUPP�RT TO CENTERLINE OF * UNLESS NQTED OTHERWISE ON SILL NAILS- SECOND FLOOR DETAILS
<br /> SUPPORT. 1 fid C� 24" o/c FRAMING PLAN ANCHOR BOLT- FIRST FLOOR
<br /> � = HOLE DI��METER, IN INCHES. STAGGER * * 2x BLK'G C� MID-HT.
<br /> h = WEB DEFTH, IN INCHES. Kt1�G STfJD SC!-�IEDULE HEADER SCHEDULE OR 8'-0" MAX FIN. FLR. OR TOP OF CONC. CURB DRAWN BY: DST/SNC
<br /> NOTES: OPENtNG SIZE � �F aN� HFADER SPAN 9" MAX. _
<br /> _ , _ ____ , $'RJ�$ 2X STU DS @ 1 F��O�C 1st SUB DATE:
<br /> SQUARE HOLE:�-THE SIDES OF SQUARE HOLES SHALL NOT EXCEED THREE _ ; = ; 4x6 UP TO 6'-0" 5" MIN.
<br /> 2nd SUB DATE:
<br /> � " 3x SILL PLATE C� WALLS w SHEATHING w
<br /> FOURTHS OF THE MAXIMUM ROUND HQLE DIAMETER. " `� � U P}� T O 6 -0 �� 2 4x8 6'-1 " TO 8'-0" , � ,� START DATE: 10-19-16 •
<br /> 6 -1 TO 1 a -0 3 4x10 8'-1 " TO 10'-0" AB s PER SCHEDULE 2x SILL PLATE w/ 5/g s�
<br /> MULTIPLE HOLES-WHERE MORE THAN ONE HOLE IS NECESSARY, THE PC. 12" LONG BLOCKS C� 10'-1 " TO 14'-�" 4 AB's C� 48" o/c w/ NO SHTG. PROJECT NQ. EVE_WA/#374
<br /> DISTANCE BETWEEN HOLES MUST EXCEED TWICE THE DIAMETER OF THE TOP, BOTT. & MID- HEIGHT
<br /> LARGEST ROUND HOLE OR TWICE THE SIDE OF THE LARGEST SQUARE F�N V'� SHEET►vo.
<br /> HOLE.
<br /> . , TYP. HOLES IN P'WJ 9 ,t. TYP. STUD WALL INTERSECTIONS 1 (� , _ ,., , IYP. STUD WALL FRAMING 12
<br /> rU� ��o ��� ��� �vl ���
<br /> PLOT DATE: 1/25/2017 1:19 PM LAST SAVE BY: DRAFTING2 H:\2016\16-192\DETAILS
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