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GENERAL NOTES ,
<br /> (REV 04-13-2013)
<br /> ALL CONSTRUCTION MUST COMPLY WITH
<br /> 2009 IBC, 2009 IRC, AND 2009 WSEC. o �
<br /> � � o
<br /> LOADS, GRADES, ETC.* � � � �
<br /> � � � �
<br /> ROOF LIVE LOAD - 25 �
<br /> � � � �
<br /> ROOF TOTAL LOAD - 40 , ,;�_ � �.�:,_ . ' � � � �r,
<br /> FLOOR LIVE LOAD - 40 ��
<br /> , ���f�, v r-' � �r,
<br /> �� ,� v v ,
<br /> , v'� ��,,,.� _.�,v� , ?, s-+ �, � N.
<br /> ,i�� ��'�`d.,,����t��.��;;� ''� cN`! � rt'
<br /> FLOOR TOTAL LOAD - 50 �.��� �. � -� o �, �>
<br /> r�� f� �; �y7.,x,� N y
<br /> i r-����� �,� i� �� � � a
<br /> JOISTS - DF #2 / MFG I-JOISTS
<br /> � ,�, :.,
<br /> '°�; , .,: �;
<br /> STUDS - HF STUD ��, �, �
<br /> RAFTERS - HF #2 ;,'� ;-
<br /> ` ''' � s< < 3 �, "��:'
<br /> . . . . . � � � h 13r/' S (��j ��f F_ . .
<br /> CONCRETE - 2500 psl � � , � � � �
<br /> . . . .. . . . .. . . � . � � � . . � � - � . . �. � .� . � . . � .� � . . . .. . . . . . . . . . . . . . . . � . �.� ���` 'R'r��f����+ .>y� . . � .
<br /> SEISMIC ZONE - D �. �`; :�' �
<br /> i��� ��" � �
<br /> WIND SPEED - 85 ��� �.� � �
<br /> EXPOSURE - B � ��� �
<br /> FROST DEPTH - 24°
<br /> SOIL BEARING - 1500 psf
<br /> t1TTIC VENTING
<br /> PER RSE}6 R:1I'TEi2S_1ND`I'RUSSSES
<br /> PER PL_�1N OR TRUSS MFG
<br /> 5/16"- 1%?"ROOF OSB �,�
<br /> * USE ENGINEER'S DESIGN SPECS AND _ �v�IL�D sa�T 6��o.c.EDGE�
<br /> CONNECTIONS WHEN DIFFERENT �rm�z°o.c_�IELD• b�A
<br /> v�uL2�Ev����r�x)cElLz�rG �
<br /> TO�LAVE R-3&B�TTS � •�
<br /> Zs6 SOLID BLOCHING �--�' + � q�j
<br /> BET�VEEN TRUSSES GEILING T�Hr1VE R-49 Cf) Q
<br /> TIi_[MIVTED AT TOP \`�' P�LO`�7�T LN INSULATION
<br /> SHEATHING SIDING
<br /> T'O I�IATCH PITCH � p�
<br /> RIM WALL � �
<br /> DECK _
<br /> LEDGER JOIST STUD FLASHING �
<br /> I ��l ~�.�TOENAIL(2)16d w.'�I •�
<br /> � EACH TRUSS OR . p,,,.� _+-�
<br /> RAITER TO PIyATE` �F-�
<br /> � �
<br /> DECK JOpT� HEADER PER PL.AN �"i
<br /> JoisT �
<br /> DECK SIl6"-1/Z"ZVALL OSB � �
<br /> \INSULATED T�Ij9LLS T'O BE �
<br /> JOIST NAILED�3d AT 6"O.C_EDGE 2x6 HF#2 AT 16°O.0 �
<br /> tLND 12"O.C.FIELD" tiVITH R-21 BAT'I'S � 1 .�
<br /> �tI/' �
<br /> ALL CONNECTIONS PER TABLE k602 3(17 �-1 �
<br /> R502:2.2.3 R502.2.2.3 � .,.�
<br /> DTT2 WITFI THRU DTT2 WITH THRU �
<br /> D3 ROD AT EACH END ROD AT EACH END J_1 TRUSS OR�FTER W�FIRE BLC�CKING � �
<br /> OF DECK LEDGER OF DECK LEDGER t-�-i
<br /> R502.2.2.3 LUS HANGERS SHALL
<br /> DTT2 FROM FLOOR NOT OVERLAP BOLTS R311.7.7
<br /> JOIST TO DECK JOIST AT HANDRAIL REQUIRED 1 1/8"PLYWOOD FLOOR DIAPHRAGM
<br /> EACH END OF LEDGER o 0 0 0 0 o ON AT LEAST ONE SIDE -16d AT 16"O.C.SOLE GLUED AND NAILED WITH 8d AT -16d AT 16"O.C.SOLE 1 1�8��pLYWOOD FLOOR DIAPHRAGM
<br /> SEE DETAIL D3 ABOVE PLATE TO JOISTS OR 6 O.C.EDGE AND 12"O.C,FIELD PLATE TO OISTS OR
<br /> 0 0 0 0 0 o AND TO BE BETWEEN 34" DOUBLE JOIST BLOCKING` GLUED AND NAILED WITH 8d AT ,
<br /> ' AND 38"VERTICALLY BLOCKING` END NAIL(2) 16d
<br /> R502.2.21 ABOVE TREADS AT TOP OF STAIRS _ 6"O.C.EDGE AND 12"O.C.FIELD
<br /> -END NAIL(2)lbd SOLE PLATE
<br /> LEDGER BOLTED TO RIM WITH HOT DIPPED GALVANIZED OR SOLE PLATE TO EACH STUD"
<br /> STAINLESS STEEL 1/2"LAG BOLTS STAGGERED AND 2"FROM TO EACH STUD' ,
<br /> TOP OR BOTTOM,AND 2-5"FRONI END R312.3
<br /> 1'-6"-�' 4"SPHERE MAY NOT
<br /> DTTZ PASS THOUGH RAIL
<br /> �MAX
<br /> _ RIM JOIST TOE NAILED
<br /> � PLOOR JOISTS TO TOP PLATE WITH
<br /> R302.7 SOFFIT BOARD PER PLAN $d AT 6"O.C.* FLOOR JOISTS PER PLAN
<br /> 2x4 TOP r ,
<br /> � MIN 1/2"GWB v
<br /> �O � PARALLEL RAIL W/ � UNDER STAIRS SHEAR WALL
<br /> LAYOUT 16d TO "'
<br /> EACH � 2x12 STRINGER R-30 BATTS R MAO ST G LAPS DOUBLE TOP PLATE �
<br /> PERPENUICULAR . PICKET WITH 2x4 SPACER DOUBLE TOP PLATE WITH(2) lbd TO EACH STUD* J WITH(2)16d TO �
<br /> 4x4 POSTS LAYOUT � R311.7.4 OR MUD SILL WITH(3)8d TOENAILED EACH JOIST" - EACH STUD' ,,
<br /> -RISER SHALL BE NO MORE THAN 7.75" �
<br /> TO BE MAX �
<br /> 6'-0"O.C. � ° -TREAD SHALL BE NQ MORE THAN 10" ALL GONNECTIONS PER TABLE R602.3 1 ALL CONNECTIONS PER TABLE K602.3 1
<br /> 0 0 0 -GREATEST RISER OR TREAD SHALL NOT rT� �
<br /> h-'-I �
<br /> EXCEED THE SNIALLEST BY MORE THAN 3/8" �
<br /> 2X2 PICKETS WITH(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 Q �
<br /> : � .
<br /> � � �
<br /> ; � �
<br /> r--,
<br /> TABLE 602.3.1 INSULATED WALLS TO BE R403.1.3(WALL)* �
<br /> SEE DETAIL D
<br /> 2 FOR RAIL AND LEDGER CONNECTION DETAILS TABLE It602.3.1 3/4"T&G SUBFLOOR 2x6 HF#2 AT 16"O.0 MIN(1)No.4 BAR NOT TREATED SILL PLATE TREATED SILL PLATE [�
<br /> �� (3)Sd FROM SOLID WITH 8d AT 6"O.C. TABLE 602.31 WITH R-21 BATTS MORE THAN 48'O.C. �
<br /> FLASHING �„ MAX 72° PT 2x8 JOISTS BLOCKING TO BEAM EDGE AND 8d AT -TOENAIL(3)8d EACH THE VERICAL BAR TABLE R4Q3.1.6 R403.1.3(WALL)' r , m
<br /> , �
<br /> SEE DETAIL �' 12 O.C.FIELD JOIST TO SILL 1/2 CAST IN PLr�CE MIN(1)No.4 BAR NOT TABLE R403.1.6 �J �
<br /> BACKSPAN AT 16"O.C. -16d AT 16"O.C.SOLE SHALL EXTEND 3" r-1
<br /> D3 ABOVE TABLE 602.31 ANCHOR BOLT 7"INTO MORE THAN 48"O.C: 1/2°CAST-IN-PLACE
<br /> CLEAR OF THE BOTTOM G� ' ��
<br /> LUS HANGER EACH MAX 24"CANT FLOOR JOISTS PLATE TO JOISTS OR 3/4"T&G SUBFLOOR : CONCRETE MAX 72"O.C.' THE VERICAL BAR ANCHOR BOLT 7"
<br /> JOIST TO LEDGER FOR JOISTS PER PLAN WITFI BLOCKING' WITH Sd AT 6"O.C. OF FOOTING,WITH SHALL EXTEND 3" INTO CONCRETE E--�{
<br /> R-30 Br�TTS -END NAIL(2) 16d EDGE AND 8d AT S I'ANDARD HOOK R506.1 CLEAR OF THE BOTTOM MAX72"O.C:'
<br /> EXTENDING MIN 14" 4' CONCRETE SLAB
<br /> � SOLE PLATE 12"O.C.FIELD` OF FOOTING,WITH �
<br /> AC CAP TO EACH STUD` INTO S I'EM WALL. <_ � , • R506:2 STANDARD HOOK ` . ' R404.1.4(WALL)'
<br /> PT 4x10 W1TH 4x10 DF#2 BEAM U.N.O. 2x4 GUSSET EACH SIDE OF EXTENDING NIIN 14" ; -96"MAX WALL HT WITH �
<br /> (OR EQUAL) ; � . MIN 4 BASE ..
<br /> NIAX 12"CANT POST NAILED WITH(3) lOd , , ifi-L iri-iii iii=iii_iCOURSE AND INTO STEM WALL. ; -' UNBALt1NCED BACKFILL NOT
<br /> PT 4x4 POST OR OVER POSTS TO EACH MEMBER R4041.4 WALL �
<br /> POST TO PAD CONNECTION: � � . -I I I II I II I-II I III-111.6mm VAPOR
<br /> 6x6 IF OVER 14FT A23 WITH 1.5"x3"LAG BOLTS -(1)#4 HOR.IN I•� •.. II-T11=111-111=111 II!- , ,��-�i� II '-.;:' TO EXCEED 48"
<br /> II : • =11 lll-III li' RETARDER 'll ill-ITI=111 � ` -(1)#4 HORIZONTAL IN UPPER 12"
<br /> AB ANCHOR AND RAMSET NAILS TO PAD PT 4x4 POSTS OR 4x6 • FLOOR JOISTS PER UPPER 12° I� • . IIL 111=1�=!! BETWEEN -T-T-I� II
<br /> TYPIAL SLAB -MIN 7S"WALL I I ' • � =1I1= 1=P' -II I-II-ITI '.' AND NEAR MID HEIGHT OF WALL
<br /> AT SPLIT IN BEAMS II PLAN WI'I'H R-30 BATTS j�-�ITI���lll���lli. �TI 1Tf�
<br /> (OR EQUAL) AND BASE - I� III-IIi II�.' BASE AND I1-Ili-111 II -MIN 7.5"WALL
<br /> _ r .' ��� =1I 1=1I !'`,;','• I I H I1=1 I F -V - : =1I I-1T( I I 1=LI=u SLAB R405 -1I I-1T_I-I I I
<br /> . .l�
<br /> -���=111 �.. I-Tl�u-,_ �II� . II- L-II-III_II-II I , R405 �-II � -ill- DRAINAGE 111-1�-�
<br /> 1VIIN 18"x18"OR 18" �_� ;: IIHll�ll-lli-,_ I�_�� •„ �. �WSEC 502.1.6.7 -III-�-111=111�� . D � ��� � .. . • I-7WSEC 502.1.4.8 III ��� __=_�, �VAPOR BARRIER
<br /> . RAINAGE SYSTENI ;=11�
<br /> =111 f-III-111-III-IT_I-1i�. If=T-III-11�111 I ;`,: .. TYPIAL FOUNDATION ;� 7_TI=RIGID R10 INSULATION
<br /> ROUND FOOTING: j-I ,. T-III If-III-III-Ii FOOTING PER PLAN�-�_in-�ll-I���j 6 MIL VAPOR BARRIER �III-T-II 111=1TI ;: WALL AND FOOT'ING` SYSTEIv1 �.., ,;. �-. III�:
<br /> BOTTOM OF � �-���-�1- ON BEARING SOIL THROUGHOUT CRAWL III ITI �-iT(- �. EXTEND DOWN MIN 24" .• . _
<br /> I- - j�1-Q =L=J�-1lT. 'Tf=1�i-iii-TTI n-m�-- ,,,, � . . : OR TO FROST LINE
<br /> FOOTING TO BE MIN il.�l ,, ' -I�- I-ll 1-�-�= SPACE WITH NIIN 12" =�-LTi�= �. ; jjj=]]� R4U3.11 (FOOTING)` uu " '
<br /> 12 BELOW GRADE. - II-I I I TI=111-11I��' OVERLAP AT OI l-ll1-11-,111 i -J�j- R403.1.1(FOOTING)* ,
<br /> OS 21 2013
<br /> 1 i�ii�ii=ii� iii-i� T N�rs �-iTi-ii�ll '.° � III-' MIN 6"x15"CONCRETE FOOTING REVISED
<br /> =7i-iTi=lll -T MIN 6"x15"CONCRETE FOOTING
<br /> ,.,-�-., , -111���� R403.1.3 R403.1.3
<br /> J I I-11 f-111_I ' I I I-i l i�l i-I l l-" ^ � T WITH No 4.CONTINUOUS MIN 3"
<br /> ' 1T�II,n-�II-III 1-If-II�-�ii��-111 n (1)WITH No 4.CONTINUOUS MIN 3" �6-13-ZQ13
<br /> CLEAR FROM BOTTOM OF FOOTING CLEAR FROM BOTTOM OF POOTING
<br /> D1 TYPICAL lOx8 DECK 0-4 INTERIOR BEARING IN CRAWL SPACE 0-3 FLOOR AND WALL AT GARAGE 0-2 FOUNDATION WITH SLAB FLOOR 0-1 FOUNDATION WITH CRAWL SPACE
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