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<br /> �o�ST �� AP D
<br /> HANGER� ��r.. � ��' �
<br /> �� � � �� � � � Amencan Property Development,Inc.
<br /> j � ' - �� ` �;� ,.
<br /> BEAM ' �` � i� � � � � � ,° 110 110th Avenue NE suite 550
<br /> � c�� �� Bellevue,WA 98004
<br /> .��,
<br /> �'�� �� �� � � ��� ���� �� � ��� ALLOWABLE HOLES
<br /> � � t �
<br /> .,..; ��:�Y. ,.. �,�
<br /> ' ` ���*� , _ - ��� - ; 1.55E TimberStrand�LSL Headers and Beams Generaf Notes (CONSULTANT'S LOGO AND ADDRESS)
<br /> ~ `��, ■ Allowed hole zone suitable for headers and beams with
<br /> �-� � \ 2 x diameter of the �
<br /> �' largest hole(minimum) uniform andlor concentrated loads anywhere along �
<br /> the member. � ���� �� '"
<br /> FRONT ELEVATION SIDE ELEVATION �3 depth Allowed hale zone ■ Raund holes only.
<br /> FLAT-FACE MOUNT SIOPED/SKEWED-TOP FLANGE SKEWED-FACE MOUNT SLOPED/SKEWED-TOP FLANGE - -{+- �-- -�-- ■ Na holes in headers or beams in plank orientation.
<br /> CONDITION CONDITION CONDITION CONDITION �
<br /> i 1„ i �-- I-----a;�-------- �-�--------------� 201 N. Maple Grove Ste. 100
<br /> 3 mm to-, � 12 I�� o �_�_.---=------ ------------------ � BOISE IDAHO 83704
<br /> , i 2 ma�c wood structural panel sheathing " ' t.55E TirroberStrand�' LSL
<br /> edge of ' ' - g" gg � ° ,-------- � °- ------- ° ° - Phone(208)342-7168
<br /> , i 3 � �- ; I Header or Beam Depth Maximum Round Hole Size LE JOB# 154191.00
<br /> sheathing : � er 1/2"DIA.A.B. , I-JOIST HANGER SCHEDULE
<br /> � 3�� ALLSTRUCTURALDETAI USEOONTHIS
<br /> � @ 9Y,"-9'h" 3��
<br /> and header i' S 8 from top of hanger 48"O.C. U.N.O. SHEAR WALL , �� s ��
<br /> 11�"-11/s 3/a PLAN ARE CAPYRIGHT C OF LOCNSA
<br /> � ON S.W. SHTG.AS REQ'D ' FACE MOUNT TOP FLANGE 8 g� 14"-16" 45/a" ENGINEERINGOFIDAHO�ERE-USEOf
<br /> � o o � � o o II SCHE�U�E BYSHEAR P�AN • Seeillustrationfoiallowedholezone. ANY�ETAILSAN�CONCEPTSISNOT
<br /> � I o , WiDTH FLAT SLOPED/SKEWED FLAT SLOPED/SKEWED OFLOCHSAENGINEERMC,OFIDAHO.
<br /> ACCEPTABLE WITHOUT WRITfEN CONSENT
<br /> Io o �
<br /> I o o �� 11 7(8"DEPTH 1 3/4" IUS1.81/11.88 HU11/HUC1.81/11 ITS1.81/11.88 LBV2.06/16 Other Trus loist�' Headers and Beams General Notes
<br /> q p g -- ■ Allowed 6ole zone suitable for headers and 6eams with
<br /> � o o E ual S acin ;
<br /> � o I ° 1.3E TimberStrandm LSL Microllam�LVL and �
<br /> � � 3 1/2" IUS3.56/11.88 HU412/HUC412 ITS3.12/11.88 LBV2.37/16 � 2 x diameter of the /3 depth
<br /> � , hole zone Parallam PSL hole zone � - A uniform loads only. N1• �'1 F
<br /> � � largest hole(minimum) /< P �/
<br /> ' � / ■ Round holes only. �
<br /> 0 0 '� 51/4" HU612/HUC612 HU612/HUC612 WP5.50/11.88 WP5.50/11.88 --� oF ASNi
<br /> � �, � O��.�� ti� N
<br /> � � I ' � ��________ ________., i ■ No holes in cantilevers.
<br /> _______� 18"DEPTN 2 5/16" MIUS2.37118 HU3524/HUC3524 MIT3518 LBV2.37l18 � ____ _ __ __ � �� ■ No holes in headers or beams in plank orientation. � �
<br /> ELEVATED SLAB d o �" " , " ' "" ;o �• � ��-,
<br /> i /
<br /> 8°from bottom of hanger - bottom of sheathing -- ---I PER PLANS , NOTE � � Microllam�LVL and � ���1���rEiS JOIS� B@2Ci1� ��
<br /> ermitted to be flush Min thickness 1. HANGERS TO BE BY SIMPSON STRONGTIE� ' Paraliam�PSL Header or Beam Uepth Maximum Round Hole Size
<br /> 2. USE HANGERS IN THIS TABLE U.N.O.ON PLANS. allowed hole zone 4�/a" I" s T
<br /> ' Use five additional fasteners equaily with bottom of han er eater than nail °_ m�ddie�suan '' 4
<br /> g � g 3. IF JOISTS ARE SUBSTITUTED,IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 5'�" l�" '�� 3548 � �
<br /> spaced on each side.Fastener type to but no hi her shank len h NOTE: RE: DETAIL FOR ADDITIONAL NAILING REQUIREME EQUIVALENCE OF SUBSTITUTED HANGERS. � ` 7u°_2p° 2° o�. �Rq� eN �
<br /> g � 5.3 d 1.3E TimberStrand�LSL allowed hole zone d �
<br /> ri11tCt1 thOSE USOd lri COT1TIeCtOt. 4. RE:SIMPSON WOOD CONSTRUCTION CONNECTOR CATALOG FOR SPECIFIC WEB • See illustration for allawed holezone. �SS i EN�\
<br /> ' STIFFENER REQUIREMENTS WITH REGARD TO HANGERS o N A�
<br /> ' S. HANGER SELECTION ABOVE IS BASED UPON TRUSS JOIST PRODUCTS.ANY JOIST 03_�P.01/07/202
<br /> SUBSTITUTION WILL REQUIRE HANGER SUBSTITUTIONANDAPPROVAL BY E.O.R. Largerho%sinTruslaist�structura/compositelumbermaybepossible;refertoForte�or/avelin�software.
<br /> I DO NOT cut,notch,or dri/l
<br /> ' I SOLID SAWN& SCL HANGER SCHEDULE 5 holesinheadersorbeams
<br /> WARNINS:Orilling,sawing,sanding ormachining wood products generates wood dust.The paintand/ar except as indicated in the COPYRIGHT CO2011, ALL RIGHTS RESERVED
<br /> coatings ort this product may contain titanium diaxide.Waod dust and titaniom dioxide are substances known illustratians and tab/es
<br /> ' FACE MOUNT TOP FLANGE to the State ofCalifornia to cause cancer.Formare information on Proposition 65,visit wy.co�nform.
<br /> SUBMITTAL/REVISIONS
<br /> NOMINAL
<br /> DEPTH WIDTH FLAT SLOPED/SKEWED FLAT SLOPED/SKEWED # DATE DESCRIPTION
<br /> 4"-6"DEPTH 5 1/2" HU66/HUC66 1 3/28/2018 ADDENDA#1
<br /> NAILING FOR HANGER OVER SHTG TYPICAL WALLANCHORAGE $��DEPTH 11/2�� LUS26 H�2g �g28 H�2$_2TF TJI MEMBER ALLOWABLE HOLES
<br /> NOT TO SCALE � SCALE: 1" = 1'-0° � ', 1 3�4" Hu� ��v1.s1 NOT TO SCALE �
<br /> _ __ . _ 3�� LUS26-2 HU28-2/HU28-2(MAX) HUS28-2TF HU28-2TF _
<br /> 3 1/2" HU48/HUC48(MAX) LBV3.56
<br /> (24) 16d EA ', 4 1/2" LUS28-3 HU26-3/NU26-3(MAX) -- ',
<br /> 48�� MIN LAP SIDE OF , �''-- �-�; �� � � 51/4"-51/2" HU68/HUC68 MAX WPU5.50 '
<br /> yp � ' MIN 5/8" MIN 5I8" � �
<br /> I EDGE EDGE HATCHING 10"DEPTH 1 1/2" LUS28 HU210 JB210 HU210TF
<br /> '-- - __ - - ------------� '�-- -- - -
<br /> � _ � ' � __ ' � MAX 1"BORE ; DISTANCE DISTANCE _ DENOTES .
<br /> �� _ HOLE i MAX BORE_ `�¢ NOTCH, MAX 1 3/4" HU9 LBv1.81
<br /> i ' CENTERED � 40%OF STUD WIDTH ��,, MAX BORE_ `''� ° DIMENSIONS AS 3° LUS28-2 HU210-21HU210-2(MAX) HUS210-2TF HU210-2TF
<br /> BREAK IN I BREAK IN I ON POST. MIN @ SINGLE STUD& 60%OF STUD SHOWN
<br /> I �� �18"FROM END ' 60%OF STUD WIDTH WIDTH 3 1/2" HU410/HUC410(MAX) LBV3.56
<br /> LOWER TOP UPPER TOP OF POST. ' @ DBL STUD'
<br /> I � �
<br /> �, PLATE PLATE � I
<br /> �f ' STUD STUD 41/2" LUS28-3 HU21031HU210-3(MAX) HU210-3TF
<br /> L OWER TOP PN ATE� h I, II
<br /> I 2„MAX HSS STUD
<br /> � WIDTH WIDTH SHOE 5 1/4"-5 1/2" HU610/HUC610(MAX) GLTV
<br /> BREAK,TYP
<br /> TYP PLATE SPLICE �XQ c\� ' 12"DEPTH 1 1/2" LUS210 HU212 JB212 HU212TF
<br /> jELEVATION VIEW1 ' �� �g 1�" 2i/ie° s s
<br /> 1 3/4" HU11 (MAX) ITS1.81/LBV1.81 LBV1.81 � � � �"'� �j �2/s" � �2h6" --{ �3�Z"
<br /> (3} 16d @ o ° MAX NOTCH= MAX NOTCH= 3" LUS210-2 HU212-2IHUC212-2 L � I 1--� � -�-�
<br /> 0 0 o HUS212-2TF HU212-2TF 1���-13�8�� � 1�"-13/s" � 1�"-13/s" �� 13/a" � 13/a" �
<br /> o � 25%OF STUD 40/o OF STUD
<br /> 24 16d EA /��o� WIDTH2 WIDTH� 3 1/2" U410 ITS3.56 LBV3.56 � 9y" � 19��8„ � 9�a„ � 11%a" � 11%"
<br /> INTERSECTION (IN)ERSECTION ° I I� ` � 3 7
<br /> SI DE OF 1 r � � /a 11/a 3/e 14�� 3/e 14�� 3/a is �/�s" i 6"
<br /> �, � 41/2" LUS210-3 HU212-3/HUC212-3 HU212-3TF �" ,,,,, ,,,,, � �
<br /> SPLICE o � j 4x&6x POST BEARING WALL&S.W. NON-BEARING STUDS HSS STUD SHOE io ie
<br /> o � ° STUDS 5 1/4"-5 1/2" HU612/HUC612 LBV5.12 _t �
<br /> 0 0 ' I NOTCH/BORE% Zx4 � 2x6 ° 14"DEPTH 1 3/4" U14 ITS1.81/LBV1.81 �avi.si TJ1� 910 Joists T��� Z�d �OIStS 7J1� 230 Jaists T��� ��� �OIStS T��`� ��� �C�1$tS ■
<br /> 1. MAX 60/o BORE IN DBL STUD @ BEARING&SHEAR WALLS �♦
<br /> ' � � OF STUD I PROVIDED NO MORE THAN 2 SUCCESSNE DBL STUDS ARE
<br /> �------- - � � 31/2" HU416/HUC416 ITS3.56 LBV3.56
<br /> 25%_ � 7!8 13/8" BORED. �
<br /> ' 40% I 1 3!8 2 1/8" 2. WHERE NOTCH EXCEEDS PARAMETERS SHOWN SEE HSS '
<br /> COSOME ER C V ETW N �' WALL INTERSECTION o ' STUD SHOW CONDITION 5 1/4"-5 1/2" HU614/HUC614 H65.5/14
<br /> 1 `-I (ISOMETERIC VIEW) '� 60% 2" 31i4��
<br /> ' 16"DEPTH 1 3/4" U14 ITS1.81 LBV1.81 �
<br /> BEARWG & SHEARWALL TOP PLATE SPLICES & LAPS I TYP ALLOWABLE POST/STUD NOTCHIN & BORING , 31i2�� NU416/HUC416 ITS3.56 LBV3.56 � (f� �
<br /> _------ ----- - --- ------- ------------- -- ------ +� O
<br /> __ _ N
<br /> BEAM/MULTI-PLY TRUSS 5 1/4"-5 1/2" HU616/HUC612 HB5.5/16
<br /> AT UTILITY PANEL LOCATION IT IS ALIGN REQUIRED NUMBER OF 2x M � �
<br /> WHERE OCCURS HDR CONT.OVER BEAM/MULTI-PLY TRUSS ALLOWABLE NOTCH `. J
<br /> ACCEPTABLE TO OVER-SPAN(1) CRIPPLE STUDS TO MATCH WIDTH � �
<br /> ` STUD BAY AS SHOWN.DO NOT INTERIOR SUPPORTS, WHERE OCCURS I PER TABLE BELOW �
<br /> TOP PLATE POST PER PLAN.SEE WHERE OCCURS OF BEAM/MULTI-PLY TRUSS ABOVE
<br /> \ INSTALL UTILITY PANELS @ POST DETAIL R/SN.2 FOR UNO.SEE DETAIL R/SN.2 FOR II -- NOTE: �
<br /> SPLICE NAILING OR SHEARWALL LOCATIONS ALLOWABLE OFFSET ' 1. HANGERS TO BE BY SIMPSON STRONGTIEOO
<br /> (SEE DETAIL \ ALLOWABLE OFFSET CRIPPLE STUDS @ 16"O.C. � � ,
<br /> �, `� MAX w/(3)16d TOE NAILS TO � � -� 2. USE HANGERS IN THIS TABLE U.N.O.ON PLANS. �
<br /> ABOVE) I� i I I� /I PROVIDE A34 CLIP - -- '
<br /> � /\ I DBL TOP PLATES TOP OF HDR,TYP I �\ I TOP OF HDR TO �- I 3. IF JOISTS ARE SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
<br /> I/ �I I/ �I 4x/6x KING � EQUIVALENCE OF SUBSTITUTED HANGERS. � },
<br /> --- I RPS18 OR CS16 ' 4 M REFASTENERS PER HANGERUE OF HANGER IN SIMPSON MANUALTHAT REQUIRES �
<br /> 51/2" � `�+ �
<br /> i � ' �I STRAP 5. WHERE HANGER DEPTH IS NOT SPECIFICALLY STATED IN SCHEDULE, PROVIDE MAXIMUM �
<br /> � i i I , � � � i i MAX DEPTH HANGER THAT MEMBER WILLALLOW WITHIN THE SPECIFIED SERIES. � �
<br /> � � � '`� �'i 6. WHERE HANGERS ARE INSTALLED OVER SHEATHWG,RE: �FOR ADDITIONAL �
<br /> � � -�-- - - - I ALT CLIP � � - REQUIREMENTS
<br /> 18,�M� , LOCATION � 5.3 � � � W
<br /> � � _. '� ' �- - - ---� �
<br /> � � , , �
<br /> ; i � ' � '
<br /> � � � AT END OF ; , AT ZX K�NG�S> HDR PER � ; , : w A��oWAB�E BORE TY P I CA L H A N G E R S C H E D U L E TJ I M E M B E R P RO F I L E S
<br /> I H D R A34 CLIP EA ' P R O V I D E P L A N I ! I R P S 1 8 O R C S 1 6 0 0 W U � Q O
<br /> 32"MAX PROVIDE(2) , FACE OF i (4)16d END NAILS, i � � STRAP Q
<br /> � ' �n�Z HOLE PER TABLE
<br /> , �, I 16d CRIPPLE I Z�� BELOW V �
<br /> , INTERIOR ; KWG STUD I I NOT TO SCALE
<br /> ' ' I TO KING,TYP a ATTACH TRIMMER � NOT TO SCALE �/�
<br /> ', ; TRIMMER TO �, TO HDR,TYP TO KING w/16d @ 12" I � .
<br /> 32"MAX BOTTOM OF ! O.C.&(4)16d @ EA W �
<br /> � ii i Ii HDR � END _ I-
<br /> UTILITY PANEL, i � i �WALL FRAMING "D"MAX Max aoRE AlLOWABLE HOLES �_ �
<br /> � ' TRIMMER S �
<br /> WHERE OCCURS � )
<br /> � 2xl 4 BEARING/S.W. 1 1/2" 1 1!2"DIA I-
<br /> � � � PER PLAN I - Minimum distance from Table A Minimum distance from Ta61e B
<br /> �� �' � � � wHERE Mu�TiP�E � ' 2x4 NON-BEARWG 2 1/2" 2 112"DIA � W
<br /> � i � j I ' 2x KING STUDS ARE � � (1)2x UP T0 6'-0" 2x6 6EARING/S.W. �' 3 1/2" 3 1/2"DIA Noffeldcutholes -�
<br /> � , � in hatched zones 1�"hole ma 6e cut �
<br /> d � '' I REQ'D ATTACH ' OPENING, I ; � y
<br /> 2 16d, 2 2x UP TO 8'-0" 2x6 NON-BEARING�i 4" � 4"DIA � anywhere in web autside �
<br /> � ' g o e a of hatched zone a
<br /> Cp STUDS TOGETHER � � � � _' � O �oR a A� O O 6'
<br /> N w/16d @ 8"O.C., i TYP OPENING, b'
<br /> � � _ _ _ ---_ I I , TYP ALLOWABLE TOP PLATE `
<br /> � STAGGERED I
<br /> � '� �� L� Y g P � 2 x L� pZ� ~ 6 Do not cut holes larger
<br /> � 2xSTUDS � ' ' I � NOTCHING & BORING no�esa�e ermittedifthe
<br /> @ i 4x KING, 6° p z Di D� Closel mu ed round than trf"in canfilever
<br /> minimum p minimum �
<br /> � 16"O.C.MAX, ' � � (applies to all holes 8roup perimeter meets
<br /> N � I TYP UNO � � WHERE
<br /> I : OCCURS except knackouts) requirsquare holesund or
<br /> °' I � -;�, � � I I � �� isd @ iz��o.c. '�- Table A-End Su �rt
<br /> � � � ; KINGSTUD(S) ' � SILLTRIMMER � i 9�� 41/2��MAX �� � � �
<br /> � ' ,r i I I � ': II I PER SCHEDULE � ; TO HDR I I, j � M I N BREAK N i i n i m u m�i s t a c 3 c e f r o m s d g e a f h o l e t�i n x i�e�a c e o�n e a r e s t e n d s u p p o rt
<br /> � � � I
<br /> � � + � � IMMER I � Round Hale Size Squace or Rectengular Hole Siae
<br /> ANCHORAGE PER ' OPENING WID I LENGTH De th Tll�
<br /> BLW UNO
<br /> TR
<br /> � i � I i TH USED I I ` ` � I I i � , p 2" 3' 4 5 BK" 7" 8�/e" 11" 13" 2" 3" 4" 5" 6Y4' 7" 8�/e" 11" 13"
<br /> � � 110 1'0' 1 6" 2 0 3 0' S 0' 1'0 1 6" 2 6 3'6' 4-6
<br /> ,�� I � ENING WIDTH USED � ; ; o 0 0 0 0 - - " -
<br /> N I I I ,�I W KING STUDTABLE � �' ; � o � � � � � � ' 93h" 210 1'-0' 1'-6" 2 6 3'-0' 5-6" _ 1'-0 2-U" 2 6 4'-0^ 5-0" ,
<br /> � I 2/S5.31 IN KWG STUD TABLE I i � o 0 0 , ! o 0 o Z30 1-6" 2'-0" 2 6 3'-6" 5-6" 1'-0 2'-0" 3 0' 4'-6' 5-0° /A
<br /> d _I
<br /> � , > l*__- - ' � ; i�o i�-o� i�-o^ i s� z�-o° 2�-s• 3-0• s�-s^ r-o i-s° 2 0 2�-s� 4_s� 5,_0� 6�_0°
<br /> 0
<br /> �_ _
<br /> �� I ,� , ',� �
<br /> ` -� ,� e : . �'1 I `_ 1&. `�� _��:`l- ____;� � � ---- �� _ + �--�--- -- i � ' 21U 1 0" 1'-6' 2 0 2-0" 3'-0' 3 6 6-0 _ 1'-0 1 6' 2 6 3'-0 5 0" 5'-6" 6 6" �
<br /> � -,-� , � -�----- C� �
<br /> � --
<br /> . i; _ Z 11�/e" 230 1-p" 1_6" 2 p 2-6' 3 0" 3 6' 6'-6" 1'-0 2-0' 2 6 3'-6 5-6" 5-6" 1-p° z
<br /> j� N� 360 1-6° 2-0" 3 0 3'-6' 4-6' 5 0' 7'-0 I'-6 2-6" 3 6 , 4'-6 6-6' 6-6" 7 6' W 7
<br /> � FOR WALL FRMG, HEADERS,TRIMMERS,AND KINGSTUDS SEE sso i-s° 2-s° 3 o a-o� 5�-s� s o s�-a° r-s s-s° a s� s�-s r o° i s° s a• L
<br /> � SHEET S1.13-S1.14 AND ASSOCIATED SCHEDULES ON S4.11 PLAN VIEW tto �-o^ r-o^ t o r-o� i-s� 2 o s�-o 5�-s° t�-u i o� i s 2�-0 3'-6° a o° s a s o° � � �
<br /> � z�a i=o° i-o° i o i-s^ r-o° z s� 3�-s s a° r-o i-o^ z o z�-s a�-o° a-s° s s s s^ � � �
<br /> � 14" 230 I 0" 1 0" 1 6 1-6" 2-6" 2 6 4'-0 7 0' 1'-0 1 0" 2 0 3'-0 4 0° 5 0" 7 0 9 0' (,�
<br /> m 360 1 0" 1-0" 1 6 2-6' 3-6' 4 0 5'-6 8 0' ' 1'-0 1 6" 2 6 4'-0 6 0" 6 6" 8 0 9 6" Q � W
<br /> " 2x6 BLKG(2x8 BLKG 560 1 0" 1-0" 2 0 3-0' 4-6" 5 0 fi'-6 9-0" 1'-6 3-0" 4 0 5'-0 7 0" 7 6" 9 0 10 0" �
<br /> � NOTES: 210 1'-0" 1'-0" I 0 1'-0' 1-0" 1 6" 2'-6 3-6" 6 0' 1'-0 1-0" 1 0 2'-0 3-0" 3-6" 6 6 8-0" 11'-0" Q
<br /> � ! � ; @ 6„WALLS)w/M I N �s„ 2ao i�-o^ r-o^ -i_o r-o� r-s�� i-e� 3�-o a-o° �-6• 1,_0 l,-o° i-o, 2,_0 3,_so 4,_0�, �_0 9_o�, 11_o�, Z
<br /> uJ 1. I-COAT/SIDING WALLS ARE DESIGNED w/A DEFLECTION LIMIT OF U240.3-COAT WALLS ARE DESIGNED w/A DEFLECTION LIMIT OF L/360.OWNER/CONTRATOR TO VERIFY MATERIAL (9) 16d TO TOP 360 I'-0" 1'-0" 1 0" 1'-0" 2'-fi" 2'-6" 4'-6' 6'-6" 9'-0" 1'-0' 1'-0" 1-6" 3'-0" 5'-0" 5-6 9 0" 10'-0" 11'-6" Q �
<br /> p DEFLECTION REQUIREMENTS FOR ALL OTHER FINISHES PLATES EA SIDE OF 560 1'-0" 1'-0" 1-0" 1'-0" 2'-6" 3-0" 5'-0" 7'-6" 10'-0' 1'-0' 2'-0" 3'-0" 4'-6" 6'-6" 7-0" 10'-0" 11'-0" 12'-0" � � J
<br /> � 2. FOR BACK TO BACK OPENWGS w/A FULL-HEIGHT CENTER KING,SIZE FOR SUM OF OPENING WIDTHS.(EXAMPLE:(2)3'-0"OPENINGS=KWG FOR A 6'-0"OPENING) �' PLATE BREAK
<br /> � 3. PROVIDE THE FOLLOWING AT NON-STANDARD CONDITIONS MIN,UNO:GARAGE DOOR&PORCH HEADERS:(2)2x KING STUDS;INTERIOR&GARAGE/HOUSE WALLS:(1)2x KING STUD AT j Table �-lntermediate or Cantilever Support U �
<br /> � OPENINGS UP TO 12'& 2 2x KINGS AT OPENINGS UP TO 16'. j TOP PLATES Minimum dis#ance from edge of hole to inside face of nearest intermediate or cantilever support � Q �
<br /> � 5 3 BEYOND (2)CTS 218 STRAPS Round Hole Size Square or Rectangular Ho�e Size
<br /> Depth Tll� 2, 3" q" 5" 6Y4" 1" 8Ye° 11" 13" 2° 3" 4" 5" 6Y4° 7" 8�/e" 11" 13" �
<br /> w 4. SEE WOOD NOTES ON SHEET S0.05 AND DETAIL� FOR ADDITION FRAMING CONNECTION REQUIREMENTS. i 110 2'-0" 2'-6" 3'-6" 4'-6° 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" � O �
<br /> � SECTION VIEW 9Ye" 210 2-0" 2-6" 3 6 5'-0' 8-0" 2'-0° 3 0 4 0" 6-6 7-6° Z O �
<br /> 230 2-6" 3-0" 4 0 5'-6' 8-6" 2'-0 3-6' 4 6 6-6 7'-6° Q �
<br /> Q 110 1-0' 1 0" 1 6 2'-6" 4-0" 4 6° 8'-6" 1'-0 1-6" 2 6 4'-0 7'0' 1-0" 9-6" (�
<br /> rn TYPICAL WALL FRAMING SPECIFICATIONS Zio i-o° i-o�� z o s-o' 4-6�� s n� s�-o r-o z-o�� s a a�-s s-o° s�-o° io-o° o � � �
<br /> � OVERNOTCHED/OVERBORED „�rs�� z3o i�-o° 2-0° z s 3�-e' s-o° s s io�-o� 1�-o z-s° 3-s s�-o s-s� s-o ia e � �
<br /> z , & BROKEN TOP PLATES aso z;_o, 3_0° a-o s-e� r o� 7�-6 ���_o�� 2�_0• 3_6° s-o° 7�_0° s,_e� s e° �i_o� o W
<br /> � 560 1'-6" 3-0" 4-6' S'-6' 8'0" 8-6 12'-0" 3'-0' 4-6' 6-0" 8'-0° 10'-6' 11-0" 12-0" N � �
<br /> � i 110 1'_0" 1'-0" 1-0 1-0, 2'_0" 2'-6 4'-6' 8'-6" 1'-0' 1-0' 1-0' 2'-6 5-0° 6'-0" 9 0" 12'-0"
<br /> 210 1'-0" 1'_p� 1_p�� 1�_��� 2�_6� 3_p�� 5�_6� y�_6� 1�_p�� 1�_��� 2_��� 3�_6n fi�_�. ��_��� 1Q-0' 13'-0"
<br /> � I 14" 230 1'-0" 1'-0" 1 �' 2'-0" 3-6" 4 0" 6'-0 10'-6" 1'-0' 1'-0" 2 6" 4'-0 6'-6" 7-6" II 0 13'-6"
<br /> m TOP PLATE NOTCHING & BORING sso r-o'� r-o° 2-0° a�-e° s-e° a-a� a�-a� i2�-s° r-o° z�-o° n-o° s�-a s�-o�� io�-o�� iz-o� ia�-o° oRAwr,g.,
<br /> � 56D I'-0" 1'-0" 1-6 3'-6" 5'-6" 6-6" 9'-fi" 13'-6" 1'-� 3'-0" 5-0" P-0' 1�-0" 11'-0" 13-6 15-0" ' �
<br /> � 210 I'-0" 1'-0" 1-0 1'-0" 1'-0" 1-0" 3'-6" 6'-0" 10'-0" 1'-0' 1'-0" 1-0" 1'-S° 4'-6" 5'-6" 10'0' 12'-6" 16'-0" '
<br /> � 230 I�_�" 1�_�" 1 �� 1�_�" ��_6° 2-0" 4'-0 6�_6" ' 11-0;� 1�_� 1�_0" 1_0" 2'-6' 5'-0" 6'-0" 10-6' 13'-6 16�-6��
<br /> � �s��
<br /> V 3so i�-o° i�-o• i-o� r-o� s�-o� a�-o° s�-s in�-o" 13-6° r-o i�-o° z-o° a�-o� 7�-s° s�-s° ia-o� in�-s ii�-o° , SHEET NUMBER
<br /> � 560 1�-�• 1�_�� 1_�" 1�_�u 2�_6�� 3'-6" 7'-0" ll�_�� I5�-��; 1�_�" i�_�• 3�-6" 5�_6� 9�_�" 10'-0" 14-6" 16�_�" 18�-0"
<br /> � �Rectangular holes 6ased an measurement of longest side. ',.
<br /> L TAI R 2- r FLR. EN L. PLAN S �J . 3 �
<br /> °' TYPICAL WALL FRAMING DETAIL S # 3 d
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<br /> � NOT TO SCALE NOT TO SCALE
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