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<br /> Printed on �2/3/20�5 at �;��•47 PM
<br /> NU T�:• Some �,�tior�.� may shau� or� your set of -- ry Q
<br /> house pla�s th�� �re �ot includ�d or a part of your � o
<br /> Gonstruction �c�����c�r,uith �c'eality l-�omes lr�c. � � � � �
<br /> ',�..,.� �,mn � � �
<br /> Kitel�er� Base Gabine�s �re sta�dar°d 36" tall and 24" dee . � `` k � z � �
<br /> p w ►� � o �
<br /> J �
<br /> Kitche� ,l�Yall Gabi�ets �re �sfandard �0" tall ar�d �2'°deep. • . � � � � v �;
<br /> �� � � � �� J � ! „ „ �ram � ng �lotes �ou ndation �lotes - Tu�►o 5to�r 4,� �, � ry � o �
<br /> tc e a Ga,b nets abo e appl a�ces are �4 tall and �2 deep. � �, � � .� �
<br /> 1.� S�' atf� Ga�binets �re �star�dard 3Q t�!l ahQ2� dee . Roof Trusses shall be Pre-Engineered/Pre-Manufactures Y�tood 5ee Building 5ections and Details 5heet �,uithin this set for Details � � � � q �
<br /> f� �� p T r u s s e s s p a c e d a t 2 4 o.c. F l a t c e i l i n g t r u s s e s o v e r e n t i r e a r e a u�i t h a n d �a l l o u t s f o r F o u n d a t i o n a n d Y�l a l l t o F o u n d a t i o n c o n n e c t i v i t y. o � �
<br /> c'�5�'�l" �afl7 �i�,blf7�'f� �1"� �fc�l'It,��rG� .�� fc��s c�l'IL��� �E'�'p. the exception of 5cissor Truss over 5pecified areas. Note Line of ;� o �
<br /> soffit on Flaor Plan. T�,ua 5tory Perimeter �oundation that �.vill support a 2x6 Framed 5tud `�
<br /> 5�a�dard,�4 I%t�'/7'G+�' C� �'l7%i'1 S'� I.7ishcvasher - 24'fYYX �6"f-f x24��� Wall shall consist of a 16"x S" Min. Gontinuous Goncrete Footing w/
<br /> �p � 9 �� �� Inst�ll "5impson" H2:5 or H1 at each end of every truss. �II clips (1} #4 continuous Rebar. Overla in bars shall be 24" min. � �� � � � � � ; o � fi �� v � .�
<br /> s h a l l b e f u f l n a i f e d u�i t h N 1 0 n�i l s e r m f r. d i r e c t i o n. �� pp g � � 3 � �' � �' � � � °' � � o ,
<br /> 1�Y a s h e r/1 7 r y e r - .�o �r x 3 0 ,� y u p G o r n e r b a r s s h a l l b e 2 4 @ e a c h l e g. T i e a l! b a r s s e c u r l y w i t h �,v i r e � o � � \ � ry n�fi v � � � � � � �
<br /> „ �, ii '�ies, C2) min. per splic�'. �, o � � � � ��'`O o � o � � � `�
<br /> 1�c�1'7ge - 3� 'W X ''3�! f"�X '3� '� �41I Trusses shall be installed and braced according to the � � � � � � ,�, � � o x o � 3 � o v
<br /> �l"1 G��'�' - ,�� W X 7� f� Manu fac turer's ins true tions. Design ca lcu la tions s ha l l be kep t �.vi t h Garage Foundations that u�ill support a T�.vo 5tory 2x6 Framed 5tud � � � �� � o v � � o � � � o � �; �
<br /> t he Bui l ding Permi t an d s ha l l be ma de rea di ly avai la b le to t he Y�taI1 shall consist of a 16"x 8" Min. Gontinuous Gancrete Footin �,v/ � � � � � � � � � v � °� � v � o ° � ~
<br /> ,� ,� Building Inspeetor at the time of inspection. �II Permit documents �� g � a� � .�, � � w Q w o ��' °i o � � �o �
<br /> 1�1 c'�1�'r�$l 1(T - /� d u h a Y e d i{f e r e r�t s i z e� t h a r� t h e s t a n d a r d (1) #4 continuous Rebar. Overlapping bars shall be 24 min. �, �, �,�, � �; o , � � � o � �
<br /> � r7 r, s ha l l be kep t in a u�a terproo f enc iosure for t he dura tion o f t he projec t. Gorner bars shall be 24°' each le Tie all bars securl u�ith u�ire �� � °' ��� � �'�' � ; � � � �� � � �
<br /> @ 9• y � � � � � �� �, � � � .�, � �
<br /> a p e n i n g s ,n l e a s e c a h t�c t u s s o �.v e c�r� m a k e � n o t e o f i t i n y r�u r f i l e, ties, (2) min. per sp lice. � ; o o � o � a o a � �� o� � � � �
<br /> O u t l o o k s s h a l l b e 2 x 4 s p a c e d a t 4 8" o.c. a� e a c h G a b l e E n d. '� °i � � � � � � °� �°= ° '� � ° �� "
<br /> __.._.________ ____--------" „ „ Foundation 5tem Y�ialls for a Two 5tory Bearing Walls shall consist 0
<br /> __-_
<br /> __-------- Roof 5heathing �lailing shall be at Sd @ 6 o.c. Panel Edges and 12 of a �2" - 24" Tall x 8" V�1ide 5tem Wall w/ (1) #4 continuous Rebar. �, �
<br /> -_"— o.c. @ Intermediates. Overlapping bars shall be 24" min. Gorner bars shall be 24" �7a each
<br /> _-- �
<br /> leg. Tie all bars securly �,vith wire ties, (2) min. per splice.
<br /> l�all 5heathing Nailing shall be at Sd @ 6" o.c. Panel Edges and 12" � � '�
<br /> �G4/�G4bl ���m ��1z� o.c. � Intermedi�tes, U.N.U. (5ee Panel Details for additional ,��� Gontinuous Goncrete Footings for Exterior Bearing l�lalls that ° `''� � ,
<br /> � � � �
<br /> BG6/BGS _ specifed on information.) incorporate a Goncrete 5tem lNall shall haVe #4 Verticai Rebar �,uith � l�j o � v
<br /> � P l a n s) E x t e r i o r Y�t a l l h o o k s p a c e d @ 4 8 o.c. M o n o p o u r s a r e o k w i t h w i t h o u t v e r t i c a l •� � � � o [ti
<br /> o f H o u s e �II Exterior l�lall Headers shall be a 4x w/ 2 sheets of R-5 Ri gid r e b a r. � � � Q `''�,
<br /> � � � Insulation instali on inside of header. In the case that a bx header is ,a � � � O
<br /> � required, insulation of header is not required. Please 5ee En ineerin "L" Pa es for Holddouun Locations. If •�' � � �
<br /> Foundation needs to be a 5tepped Foundation, See "Step �ooting" � � � � � � �
<br /> � RII Exterior Y�lall Headers shall be a 4x8 DF#2 U.N.O. on Engineering 5heet D1 . � � � � � �
<br /> ,�411 BI kin O ~
<br /> � �
<br /> � oc g a� Roof Trusses exposed to the exterior shall be Foundation Gontractor to veri vent lacement is done to 1 RG code. °' � � �`" � �
<br /> B�4 for us� u�ith 4x4 Post �Post {5ize specifed � p 3 � � �
<br /> BG46 fc�r �se �uith 4xb Post on Plans) screened "Bird 81ock". � � � � � Q r
<br /> To ensure plumbing access for fixtures, see drain dimensians on �
<br /> �b far use u�ith �xb Past foundation. 5ee Floor Joists MFG Layout for 5tart Location. � ), �...� y.,�
<br /> ��� far use u�ith 8x8 Post ° (^7 a ra e �QtE?S � � O � U �'''
<br /> .� � L �
<br /> , � Garage �.ualls, columns, and ceilings adjacent to or under d�,velling �' � � �
<br /> f Q;t �`� ��,'�/7'j ,,Q�'J/����`/Q/7 areas shall have materials approved for One-Hour fire resistive �
<br /> construGtion. �QOf �erltll't �� UIC'�I'Y1G1'ltS �
<br /> q s�
<br /> Rir ducts passing through one-hour fire resistive construction shall ,�ttic '�entilation shall be in accordance to 5ection R806. Exception �
<br /> be a minimum of 26-gauge steel. applied due to use of continuous Ridge Vent ("Gore-Vent") � , � �� � �,� � �, � � �, �
<br /> � �C � �, �,,,� ., � � �..
<br /> Post (�ize specif�d ventilating upper portion. Exception rate of ventilation per s.f. = 1/ � �� � � � � � � .� � ` � � � ,
<br /> Beam (5ize All electrical switch lates and box covers in the ara e shall be 3 0 0, or 1 s.f. of ventilation er 30 4 s.f of ,�ttic 5 a G e. L ou�er o r t i o n � � � �� � � � � o a° ��
<br /> �nf'lans) p 9 9 p p p � o � a� � �, � � �;v o .�
<br /> specifed an Plans) metal and lights with boxes behind them shall not be plastic. of roof is vented with bird blocks installed between eve truss. o � � a � :� o � �. � � �
<br /> � � _ �, .a v �.
<br /> � � o �� � � �'� o� � o, u�
<br /> ,�11 i in assin throu h one-hour fire resistive eonstruction shall ' � � � � �� � � �� ��� `� � � � �
<br /> HUG48/HUG410/HUG412 ' p p g p g g Roofing Notes � � �� � � `� � � � � q � �
<br /> �•
<br /> HUG68/HUG610IHUG612 � � � � �� � � � �, � � .� � � �
<br /> �8�44It�B,�461 be metal. � � ; `� � � o �� � :� � � �
<br /> �5�66/A�B,�SB Use Gomposition ,�sphalt 5hingles per Building Package � � � .o � �, � o � �N � N �
<br /> � HUG48 use �,uith 4x8 Beam �ir ducts and or Pip�ng supported by structural members that are 5pecification. Maintain a distance of 12" Min. from any Ridge or � o .� � � °' �� � � � °' '�' °
<br /> o Q � v � -` ~ � � � v `o � � ° �
<br /> � HUG41� use �,vith 4x14 Beam required to be fire proteeted shall be installed after the sheetrock has Valley. Use 2 Layers of Felt on roofs with less than 4112 roof pitch. � � � � N � �,� v � � ° � � v
<br /> ° or 3 1/� x q GLB been app lie d. Ducts an d or Piping may be ene lose d wi t hin a so f fi t Use "Gor-a-Vent" Roo f Vent or equal at entire Ridge ,�rea. Use � .o ° ° � � � o � � � � ° � �
<br /> H U G 4 1 2 use wi t h 4x 1 2 Beam t ha t has t he same de ree o f fire ro tec tion re uire d for t he s truc tura l A�luminum l Gutters or e uivi lant. " " ° ° � �� ' " � � o � � ° � �
<br /> 9 p q q � � �, � � on� n� N �m .a, � v
<br /> ' � W � � � -�., � � 5 � � � Ly �
<br /> or 3 1/S x 1 D 1/2 GLB members t�hat it attaches to. Framing members for the soffit shall not TI"USS �O'��S �O B � �� o � � ; � i � � � ; �x v�
<br /> �E Q. °. or31/8x12GLB exceed 16 oncenter. � � � � � o � � � �a �, �, � o
<br /> ���� ������, (� q � HUG68 use wfth bx8 Beam � N 3 � � � � o � �.�� o � � � �
<br /> g Pre-Engineered / Pre-Manufactured Roof Trusses (Pitch 5pecified � � � � � Q �, �,
<br /> (�i�e � ec(fed 1� °4: HUG610 use �,vith 6x10 Beam l�tater heater shall have a relief valve drain line to the outside of the � �� �� � � `�'� � � `� �� � " � ° ��
<br /> p � on Page 4 - If vaulted truss, inside vault is half pitch size U.N.O.) @ � �.� � o � � � � � .� � � �
<br /> � � A o r 5 1/8 x q G L B b u i l d i n �'e r P 2 8 0 3.6.1 (1 0) o f t h e 2 0 1 2 I R G t h e d i s c h a r e n Q t �` °' `� "� '' ° � � a� � ° � �
<br /> �n �lar�s} , � a d ° �• � g 24" o.c. Use "�ird Brocks" between each Truss @ Plate Line. Use � � o �� � � � o � � � � � � � � �
<br /> ° d �° ° �8�44 for use �,uith 4x4 Post �UG612 use �,vith bx12 Beam terminate more than 6 in above the fl000r or �.vaste receptor. '"5impson" H2.5 @ Each End of Every Truss, Place Outlooks oVer � � i � ° � ° �� ° � � � � � � � �
<br /> o. � � oo�i � � o, U3 �, v � � � n� �
<br /> ° A�B,�46 for u$e u�ith 4x6 Post or 5 1/8 x 10 1/2 GLB Gable �nds @ 48" o.c. � � � � � a, � � � � � °' � � �° �
<br /> o .o .� � � � � �� n, °i ��' z � � �('`�
<br /> � � or5 1/Sx 12 GLS .� � � � .� � � �� � � �, � � �, v
<br /> ,�, . . . ° � � ,�P�bb for use u�ith bxb Post
<br /> �`�- �Gontaet General Gontractor if size not listed� ' � � �� � � � � o o q � � ° o �
<br /> ,�B,�88 for use with 8x8 Post
<br /> General l�otes � .� � �� � � � � � �� °' � � ° O .
<br /> . , " � � .o o °o � ° � `�� � � v� �
<br /> � � w .� Q� � �� � � i� � o � �
<br /> �� '��;� a5e Ql7n�'Gt/aP'� l�u� �iOhh�'Gt/Qh t0 1�"�QLlS�' ,�IP construction to conform to the 2012 International Residential Gode � � � � � � �, � � o � � � o o � ;
<br /> t �� � , uw � � � � -� � � � � :� � � �� �
<br /> � ��`������ ���� � � ����'"'��' GOI�GRETE; Gom ressive stren th for basement and foundation walls ex osed ta weather as well as orches, car ort slabs and ste s shall be � ° °� � � � � � " � � � ° � � �
<br /> p 9 p p p p �. � o � :� o � � oo � �� � � ° �
<br /> d�y� s�°�a�.S a min. 3 004 s.i. at 28 da s. Gonerete shall be air entrained at between 5 & 7%. � � � � � � �' �� `� " � � "" o � � .
<br /> . p• y v , �, � � � � �, Lo � � o �, 3 �
<br /> � � -tio -•.. � � � �? 4. n� �, � � o �
<br /> R311 .7.1Y�tidth. 5tairways R311 .�.8.1 Handrail height, � � � � � N � � � � �o Q ,o � �
<br /> shall not be less than 36 measured vertically from the RElNFORGING STEEL. �I! steel #4 or smaller shall be ,�-b15, grade 4Q, unless installed in a reinforeed concrete foundation, otherwise grade �, , �. �; � � � o � �.. � � v
<br /> �
<br /> eC��a'� inches (q14 mm) in clear sloped plane adjoining the tread 60. o � o � � � �� � ���o � � � ��
<br /> � fi � � � � � L � � � fi .� ��
<br /> �r�,�o, �.uidth at all points above nosing, or finish surface of ramp � �, s •� � � � � � o o m � � � � �,
<br /> 'd ii � � � LI�. -� tiz v � � .� � Qi
<br /> �,re th� permitted handrail slo pe, shall be not less than 34 SMOKE A�L�RMS: Shall be installed in each slee pin g room and at a point centrall y located in the corridor or area givin g access to each i � N a� o � � �, � .� �, � o � ' r
<br /> h e i g h t a n d b e l o w t h e i n c h e s (8 6 4 m m)a n d n o t m o r e s c p a r a t e s l e e p i n g a r e a. R e q u i r e d a l a r m s s h a l l r e c e i V e d t h e i r p r i m a r y p o w e r f r o m t h e b u i l d i n g �,v i r i n g a n d s h a l l b e e q u i p p e d �.v i t h b a t t e r y b a c k u p. � �° "o � ; � 4 v �� � � � � „ „ �
<br /> ,--G required headroom than 38 inches (965 mm). t�farms shall be interconnected to provide audibility in all areas." ; v � � � � � � fi � � � � o \o
<br /> G� jk`' � ;' Q � oo � � .� o � o .�, � '� v tn
<br /> a��'�°' �2 height. Handrails shall not � � ° � � � � � � � � �, � o .� .v "�
<br /> �Na���,:�r��� project more than 4.5 M F G I N S T A�L L A�T I O N: R 1 0 6.1 .2 Manu facturer's ins ta l la tion ins truc tians. Manu fac turer's ins ta l la tion instructions, as require d by t his co de, s hall � �� �° � ° � � � � � i � � ,� � �
<br /> v�� � /� �°� inc hes (1 14 mm) on either be avai la b le on t he jo b si te a t t he time o f inspec tion. � �
<br /> e a,����ng ,�.-=- .���� Notch in Mono 1 1/8 X 11 1/2
<br /> ��e5'�` %'� --�'� Truss for Ledger s i d e o f t h e s t a i r w a y a n d - 05B STEP 5 h e e t D e s c r i p t i o n (�
<br /> `
<br /> d�eN _� ='� the minimum clear width (�'c1t�N F�ST�NER NOTES: Rs a minimum, any fastner in contact �,uith pressure treated wdod must be Hot Dip galvanized (,45TM �123 for connectors a'�`
<br /> '� �;--�'l � o , of the stairway at and 1"x8" ►� ���+�� and ,�45TM 153 for fasteners and anchors). �
<br /> � ___ ___ __ _ _..._ .... . ... .. ... belau� the handrail height, Toekick O
<br /> �;� cncluding treads and S�NIT�RY SEY�tER: To Provide �dequate Drainage the 5ewer Gonnection will exi� the home UND�R the Footing. DO NOT EXG,�Y,�TE THE yV `
<br /> �#2.5 �n each 2"x4" Pressure Blocking w/ two (2} ��,� landings, shall not be less � 51TE TO DEEP! Plan Name n`
<br /> � VJ
<br /> �i�e of truss truss to block and three (3) 16d block to than 32 inches (�&`T mm) , �C/�.� Ganter�vood " �
<br /> Iedger/Rim Joist where a handrail is M�X y 3�4" R15E ' Y`tHOLE HOUSE VE�IT,�L,�TION: Ventalation shall consist of source specific Intermittently operating fans with a minimum 50 cfm rating in r U
<br /> I" �_ � installed on one side and MIN 10" RUN � bathrooms and utility and a minimum 100 cmf in the kitchen. Utility room fan to be controlled by a timer. YVindo�.us in habitable rooms to include �j'�
<br /> v 27 inches (698 mm) integral fresh air intake vents. �''` �
<br /> �,uhere handrails are 2X12 STA�IRJ�GK �
<br /> M'���� �"�►���„�- ������t1�� ��,�a�f proVided on both sides. . . . DRYER YENTI�iG: Dryer to be vented to outside. Maximum length not to exceed 25 feet less 5' for each q0 degree bend. Per IRG 1502. �
<br /> 5tair fi�iser Detail
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