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GENERAL NOTES
<br /> (REV 05-11-2012)
<br /> ALL CONSTRUCTION MUST COMPLY WITH � � _
<br /> 2009 IBC, 2009 IRC, AND 2006 WSEC.
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<br /> LOADS, GRADES, ETC.* '� � � °
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<br /> ROOF LIVE LOAD - 25 � , � � � �
<br /> ROOF TOTAL LOAD - 40 ,�� :z�� v � �-n
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<br /> ,i ��"�����'�a,�;�ti`��'� ,--��, dN., � d�"'
<br /> FLOOR LIVE LOAD - 40 �,��� �,��� i ������,> �; N �
<br /> FLOOR TOTAL LOAD - 50 ����;'Y���' � 3f�;�� ,�,��� a
<br /> ...ac �. �,� �
<br /> _ 4� _ `� , �
<br /> JOISTS - DF#2/ MFG I JOISTS ,�
<br /> STUDS - HF STUD �. � c � � ,�
<br /> ��.
<br /> # � � � „�.�
<br /> RAFTERS - HF #2 ��� ��$ �3 ,t;�,� -
<br /> CONCRETE - 2500 psl �y��",��:� ���y` ��'� ���
<br /> �5 ����"ll���-�y�11 j S�
<br /> SEISMIC ZONE - D � 3 � � ' ��=�a
<br /> WIND SPEED - 85 ;��� �� ��9�
<br /> EXPOSURE - B
<br /> FROST DEPTH - 24"
<br /> SOIL BEARING - 1500 psf
<br /> ATTIC VENTING RAFTERS AND TRUSSSES
<br /> PER R806 PER PLAN OR TRUSS MFG (/,
<br /> * USE ENGINEER'S DESIGN SPECS AND
<br /> CONNECTIONS WHEN DIFFERENT 5ii6"-1/2"ROOF OSB VAULTED(RAFTER)CEILING h/� ,�
<br /> NAILED 8d AT 6"O.C.EDGE TO HAVE R-38 BATTS �� �
<br /> AND 12"O.C.FIELD` '
<br /> � CEILING TO HAVE R-49 � �
<br /> SIDING ��,^ /L BLOWN IN INSULATION � �
<br /> SHEATHING G r�f'!
<br /> WALL \ �/ � ("� � � �
<br /> DECK RIM STUD FLASHING ��/ �2,D TOENAIL(2) 16d � •,�
<br /> LEDGER JOIST / � RAF ER O PLATE* • � �e ,
<br /> � I r � 1�
<br /> DECK FLOOR ��y�J� s HEADER PER PLAN �
<br /> JOIST JOIST DECK �j� tA
<br /> JOIST ��j��r, NAILED 8d AT 6LO.C.EDGE INSULATED WALLS TO BE '�
<br /> �� AND 12"O.C.FIELD' 2x6 HF#2 AT 16"O.0 � •�
<br /> WITH R-21 BATTS � �
<br /> ALL CONNECTIONS PER TABLE R602.3 1 �'I v �
<br /> R502.2.2.3 R502.2.2.3 � �
<br /> DTT2 WITH THRU DTT2`VITH THRU ,.,/
<br /> N
<br /> D3 ROD AT EACH END ROD AT EACH END 2-1 TRUSS OR RAFTER w
<br /> OF DECK LEDGER OF DECK LEDGER
<br /> R502.2.2.3 LUS HANGERS SHALL R311.7.7
<br /> DTT2 FROM FLOOR NOT OVERLAP BOLTS HANDRAIL RE UIRED
<br /> JOIST TO DECK JOIST AT Q PLYWOOD FLOOR DIAPHRAGM -16d AT 16"O.C.SOLE PLYWOOD FLOOR DIAPHR.AUM
<br /> EACH END OF LEDGER ON AT LEAST ONE SIDE 16d AT 16"O.C.SOLE
<br /> 0 0 0 0 0 0 - GLUED AND NAILED WITH 8d AT PLATE TO JOISTS OR GLUED AND NAILED WITH 8d AT
<br /> AND TO BE BETWEEN 34" DOUBLE JOIST PI--gTE TO JOISTS OR 6"O.C.EDGE AND 12"O.C.FIELD BLOCKING* 6"O.G.EDGE AND 12"O.C.FIELD
<br /> SEE DETAIL D'3 ABOVE o 0 o a o o AND 38"VERTICALLY BLOCKING*
<br /> R502.2.21 ABOVE TREADS AT TOP OF STAIRS -END NAIL(2)16d -END NAIL(2)16d
<br /> LEDGER BOLTED TO RIM WITH HOT DIPPED GALVANIZED OR SOLE PLATE SOLE PLATE
<br /> STAINLESS STEEL 1/2"LAG BOLTS STAGGERED AND 2' FROM TO EACH STUD* TO EACH STUD*
<br /> TOP OR BOTTOM,AND 2-5"FROM END R312.3 �
<br /> 1'-6"� 4"SPHERE MAY NOT p�
<br /> DTT2 � PASS THOUGH RAIL y� �� �
<br /> M� ��� ��� TO TOP PLATE VITH D
<br /> i �/�- FLOOR JOISTS gd AT 6"O.C.* FLOOR JOISTS PER PLAN
<br /> I R302.7 SOFFIT BOARD PER PLAN
<br /> 2x4 TOP
<br /> MIN 1/2"GWB
<br /> � �' �' - UNDER STAIRS R-30 BATTS SHEAR WALL UpUBLE TOP PLATE
<br /> � PARALLEL RAIL W/ �
<br /> m SHEATHING LAPS
<br /> � � , LAYOUT 16d TO 2x12 STRINGER ` WITH(2}16d TO
<br /> aa EACH z RIM JOIST
<br /> � WITH 2x4 SPACER DOUBLE TOP PLATE WITH(2)16d TO EACH STUD* EACH STUD* �
<br /> PERPENDICULAR PICKET OR NTUD SILL WITH(3)8d TUENAILED EACH JOIST`
<br /> LAYOUT R311.7.4 �
<br /> 4x4 POSTS � -RISER SHALL BE NO MORE THAN 7.75" � �_�J
<br /> TO BE MAX o o -TREAD SHALL BE NO MORE THAN 10" ALL CONNECTIONS PER TABLE R602.3(1) ALL CONNECI'IONS PER TABLE R602.3(1 rr�`-',�
<br /> 6'-0"O.C. o o XCEED THE SMALOLEST�BY MO E THr1N 3/$" o ^
<br /> 2X2 PICKETS`�7ITH(2) � �
<br /> 1/4"x3"LAG BOLTS
<br /> D2 DECK DETAILS PER R502.2.2 1_3 TYPICAL STAIRS 1_2 TYPICAL CANTILEVER 1_1 WALLS TO FLOOR � �
<br /> �
<br /> �
<br /> � TABLE 602.3.1 INSULATED WALLS TO BE R403.1.3(WALL)� �
<br /> SEE DETAIL D2 FOR RAIL AND LEDGER CONNECTION DETAILS TABLE R602.31 3/4"T&G SUBFLOOR 2ac6 HF#2 AT 16"O.0 MIN(1)No.4 BAR NOT TREATED SILL PLATE TREATED SILL PLATE � �
<br /> ;? (3)8d FROM SOLID WITH 8d AT 6"O.C. TABLE 602.31 WITH R-21 BATTS MORE THAN 48"O.C.
<br /> -TOENAIL(3)8d EACH TABLE R403.1.6 R4031.3(WALL)` � �
<br /> � � BLOCKING TO BEAM EDGE AND 8d AT , THE VERICAL BAR 1/2"CAST-IN-PLACE MIN(1)No.4 BAR NOT TABLE K403.1.6
<br /> FLASHING � MAX�2" PT 2x8 JOISTS � JOIST TO SILL SHALL EXTEND 3" MORE THAN 48"U.C. 1/2"CAST-IN-PLACE � �
<br /> SEE DETAIL �� BACKSPAN AT 16"O.C. 12"O.C.FIELD -16d AT 16"O.C.SOLE TABLE 602.3.1 ANCHOR BOLT 7°INTO
<br /> D3 ABOVE PLATE TO JOISTS OR CLEAR OF THE BOTTOM THE VERICAL BAR ANCHOR BOLT 7"
<br /> 3/4°T&G SUBFLOOR CONCRETE MAX 72"O.C.*
<br /> 1VIAX 24"CANT FLOOR JOISTS OF FOOTINU,WITH SHALL EXTEND'3" INTO CONCRETE
<br /> LUS HANGER EACH PER PLAN WITH BLOCKING* WITH 8d AT 6" O.C. STANDARD HOOK R506.1 CLEAR OF THE BOTTOM MAX 72"O.C.* ~
<br /> JUIST TO LEDGER FOR JOISTS R-30 BATTS -END NAIL(Z)16d EDGE AND 8d AT EXTENDING IviIN 14" 4°CONCRETE SLAB �
<br /> 12"O.C.FIELD� OF FOOTING,WITH � *
<br /> ' SOLE PLATE INTO STEM WALL. - y�' R506.2 STANDARD HOOK ° R404.1.4(WALL)
<br /> AC CAP TO EACH STUD* ' ' �-- - -- -- -_ _ _ MIN 4"BASE EXTENDING MIN 14" ;�:�:`. -96"IviAX WALL HT WITH �
<br /> PT 4x10 WITH 4ac10 DF#2 BEAM UN.O. 2x4 GUSSET EACH SIDE OF _ ;- ;
<br /> (OR EQUAL) POST NAILED WITH(3)lOd , .° - i i—i i i�i-i�i i�i}�i i�COURSE AND INTO STEM WALL. �. -�' UNBALANCED BACKFILL NOT
<br /> MAX 12"CANT R4041.4(WALL)* I�fl�ll=lli�ll�lf=111.6mm VAPOR � - TO EXCEED 48"
<br /> OVER POSTS TO EACH MEMBER � " ���ii-11" f' :
<br /> PT 4x4 POST OR POST TO PAD CONNECTION: -(1)#4 HOR.IN �P=�'v. II�I!�Il�lf�ll�l!-
<br /> I!= . :-...: �li—III�II��'- RETAKDER `II�Il=111�11=' •� -(1)#4 HORIZONTAL IN UPPER 12"
<br /> 6x6 IF OVER 14FT A23 WITH 1.5"x3"LAG BOLTS UPPER 12" ��.. .:;..,. II= TI�I{-1'' BETWEEN all�ll�ll—II: •; AND NEAR MID HEIGHT OF WALL
<br /> AND RAMSET NAILS T PAD PT 4x4 PO S T S O R 4x 6 'y` � FLOOR JOISTS PER I 1= ' �= _. �I I—1 �I�' �I i�I I�I I--� '..
<br /> AB ANCHOR AT SPLIT IN BEAMS TYPIAL SLAB _ _ __ __ :_�II:`p- -MIN 7.5"WALL
<br /> - ` PLAN WITH R-30 BATTS �����—+<< i Ill��fl�,' BASE AND Ii�L III�I -MIN 7.5"WALL
<br /> AND BASE ��. J� T�II�II� ��I i il 7 SL� R405 ���II��I
<br /> (OREQUAL) . " -"- �IHII II,Ii� 31I�fi �
<br /> ' c = �II�II :". s,_' � 111�11�11= I!—fll�ll�ll�ll�l ` R405 �I,�I � III���W DRAINAGE �� � � � �_� �VAPORBARRIER
<br /> SEC 5021.4.8 -
<br /> � i��� ` ' °' •a' �������- �I I - I I� �l 1=1 I I—I I I�I I�I f DRAINAGE SYSTEM - �i='
<br /> P �I�I I � ' � I I I WSEC 502.1.6.7
<br /> N1IN 18"x18"OR 18" �-� '�:.; .� . :; Il�l1-111�1i—,, " .,. _ I�—III�II�II�II�I ', . TYPIAL FOUNDATION SYSTEM ; �, ��1-RIGID R10 INSULATION __ _ `III
<br /> �II .. f—III�ll�l1=111�i. 6 NIIL VAPOR BARRIER ��ll—IIf=111�11�11 - .' WALL AND FOOTING# • � P << EXTEND DOWN MIN 24" - "�'` •
<br /> ROUNDFOOTING. I� :.•�:=.-;:_;°;:...'°;; II-1II-III�II�II-1� FOOTINGPERPLAN�—+��i��iI�II�I III�II=III�II�I �.::.�•.' - - -
<br /> BOTTONI OF �II � � f=1II�II�II-1II�lI— ON BEARING SOIL THROUGHOUT CRAWL �II�If=1II�II .. o - � u� � P � OR TO FROST LINE � � � � . 06-02-2012
<br /> �-1 ::.r.�� �=> :. - 11�11�11�11=111-!11 SPACE WITH MIN 12" �11�11=11 f—I I ' : '�":_;:_- 11=11 R403.1.1 (FOOTING)* R403.1.1(FOOTING)
<br /> FOOTING TO BE MIN�II ::'o ':.' ; -. °' I-111�II�1i=111�11= 1�11=111�11 <-, i -' li�l l; MIN 6"xl5"CUNCRETE FOOTING MIN 6"x15"CONCRETE FOOTING
<br /> 12"BELOW GRADE. ��:� -;.'_° °, ;"; �Il���l����llli�l�i OVERLAP AT JOINTS ���Iliiil�l I.'.•_•..-'�.J-�_Ill�i R403.1.3 R403.1.3 REVISED
<br /> "�'�I 1-Tf I�f I� .:�.��`":,:':::��� �-1 I I�I I�Tf—"� — „
<br /> "�II�II = _ !=1I I�II�"- WITH No 4.CONTINiJOUS MIN 3" (1)WITH No 4.CONTINUOUS MIN 3" 08-22-2012
<br /> —���i��I I—I I I�i i�"— CLEAR FROM BOTTOM OF FOOTING CLEAR FROM BOTTOM OF FOOTINU
<br /> Dl TYPICAL lOx8 DECK p-4 INTERIOR BEARING IN CR.AWL SPACE p-3 FLOOR AND WALL AT GARAGE p_Z FOUNDATION WITH SLAB FLOOR p-1 FOUNDATION WITH CRAWL SPACE �
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