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Written dimensions on this drawing shall have precedence over �.
<br /> scaled dimensions. Contactor shall verify all dimensions, 25
<br /> conditions,etc.,pertaining to the work before proceeding. 12 r--444 ............
<br /> The Owner must be notified of any variations From the
<br /> such v lona and/or aonditlons sown these drawings. Any .n�T ��Ih variation shall be resolved by the Owner prior to iCfl- CT\
<br /> proceeding with the work,or the Contractor shall accept
<br /> full resporoiblllty for he cost to rectify same.
<br /> BAR •.• M
<br /> slivro OF v,,ASFON A•nii
<br /> \
<br /> VJ
<br /> 1-1
<br /> •
<br /> r4 CR) p
<br /> P
<br /> SAVE PROTECTION PER IRC R5O2.1 V — r _
<br /> X. DS[.I 1 1 _I i DS W
<br /> IF EAVES ARE WITHIN 5'OF THE PROPERTY
<br /> LINE,THEN A ONE HOUR FIRE RESISTANCE (IF""111Rase
<br /> RATING 15 REQUIRED IF THERE I- 3
<br /> ARE BIRD BLOCKING VENTS OR GABLE END ROOf0ROOF
<br /> VENTS. IF THERE 15 SOLID BLOCKING AND
<br /> . 111 NO VENTS,THEN THE FIRE RESISTANCE RATING O H1 1
<br /> GAN BE REDUCED TO ZERO HOURS. - PRE. MFG. TRUSSES c) ,I
<br /> •
<br /> 0 24" O.G. III"""111
<br /> a
<br /> GOR-A-VENT IN-VENT.INSTALL - ,
<br /> -1
<br /> FROM EDSE OF ERE. 0
<br /> PROVIDES 0.5..SO IN.NET
<br /> FREE VENTILATION AREA PER LINEAR - t q
<br /> FOOT.USE GOR-A-VENT ONLY m - 4'12 1"+i"� v 1V6
<br /> OVER CONDITIONED SPACES - [J - TYPICAL 0
<br /> UNLESS Q,1; W
<br /> CIO
<br /> SOLID
<br /> LIC-KBIRD NOTED �I la
<br /> �� AT WALLS 5' P1-b• Z.y
<br /> `1 LESS THE F LEE axe,
<br /> ;,•.,1•, I
<br /> -u PER PLAN El
<br /> [1 ..,7-7,,,,,,„,,.7)-7,-.,,,,,,,,,,,
<br /> Lp 1 ---...__.
<br /> H.
<br /> �1 \ L ' \ -_ --__--
<br /> ACCESS, -t
<br /> INS• W5
<br /> EiAttic. 1 e/
<br /> Xr ►. <<1tL I RIDC-E I 0 Ilf
<br /> NALL 10R ,�� il.i
<br /> _ ♦�� 9X3 _.� ` 0
<br /> RIDGES El
<br /> 6,50 I—
<br /> ell 111,, El 64,06
<br /> ♦♦
<br /> ONE HOUR SAVE DETAIL(IF PLAN REQUIRES) [O „ , r Q ���
<br /> 111 Ir.
<br /> ��
<br /> ROOF FRAMING NOTES .iii. Z ir a
<br /> CUT RAFTER TAILS TO MATCH 2x4
<br /> TRVSSES �1 �(��{
<br /> 2X6
<br /> CONNECTORS SHALL BE ENGINEERED RAFTERS ”'
<br /> BY TRUSS MANUFACTURER ^D
<br /> ROOF PITCH SHALL BE 4-12 a 24" O.G. 67
<br /> TYPICAL UNLESS NOTED OTHERWISE AT FIREPLACE ,Fp \e _� _ iiV
<br /> ROOF OVERHANG SHALL BE 12"U.N.O. OVERH1 Hi
<br /> SUMPOANG
<br /> J
<br /> �'y
<br /> OVERHANG .. _H� - T _. _ ry Z p1.{
<br /> GUTTER AND NO WITH NO _ 3 ry+• I1 8ll
<br /> ti
<br /> .♦. ♦ 2x6 OVERFRAMING ROOF VENTS .. ii
<br /> imisiggied BEARING BELOW /� /*
<br /> ��\� l 0 %
<br /> D � 0
<br /> C#•••\\- /
<br /> Q S DOWNSPOUT ��♦�♦ . IL Q
<br /> TRUSS NOTE •<X. ♦♦•♦ ‘‘ \
<br /> ALL TRUSSES SHALL HAVE, /, ♦♦♦..♦\\\ try cite:
<br /> I. STRESS ANALYSIS AND DRAWINGS/ - < GIRDER����' p
<br /> DETAILS STAMPED BY A STATE / TRUSS-. —mit I • p.�, r'BVI5Ion5.
<br /> REGISTERED ENGINEER. pr�� ,
<br /> 2. MANUFACTURERS STAMP ON PRE- �' ,
<br /> MANUFACTURED TRUSSES. � '- I J
<br /> B. BRACED TO MANUFACTURER'S • DS c DS r.. _ • 25
<br /> SPECIFICATIONS. i
<br /> 4. STRCf ANALYSIS AND DETAILS
<br /> SHALL BE SUBMITTED TO BUILDING
<br /> DEPT.FOR APPROVAL AND SHALL PRE. MFG.
<br /> BE KEPT ON SITE FOR FRAMING TRUSSES
<br /> INSPECTION.
<br /> 5. TRUSSES WILL NOT BE FIELD ALTERED HIP JACKS a 2 ' O.G.
<br /> WITHOUT PRIOR BUILDING DEPARTMENT ® 24" O.G. 6:12 ROOF PITCH
<br /> APPROVAL OR ENGINEERING
<br /> CALCULATIONS.
<br /> 6. ALL TRUCOCS SHALL HAVE SIMPSON
<br /> H-I CLIPS AT ENDS. WHERE TRUSSES drawn bLyl MW.I
<br /> ARE PARALLEL TO WALL,USE SIMPSON Checked-LBO AT MIDSPAN. USE SIMPSON STC --
<br /> CLIPS AT NON-BEARING WALLS
<br /> ROOF VENTING CALCULATION
<br /> 854 SQUARE FEET ROOF= 2.54 __5.13
<br /> 500 55 2
<br /> = 5 VENTS REQUIRED /NOTE:
<br /> 50% SHALL OCCURiiiii.k.a
<br /> •
<br /> INEAVES AS BIRD BLOCKING. pOO {I N/
<br /> 1=L.,4N
<br /> AFSO ROOF VENTS TO BE USEDI'
<br /> SEE GENERAL NOTES SCALE 1/4" = -0"
<br />
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