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Written dimensions On this drawing shall have precedence over .--- M� <br /> scaled dimensions. Contactor shall verify oil dimensions, <br /> dations,etc.,pertaining to the work before proceeding. /512 <br /> The Owner t Be notified of any variations from the f4 <br /> dimensions and/conditions shown on these drawings. Any rifi(c..,..,".'iFsuch variation hall be resolved by the Owner prior to PEp ceeding with the work,or the re tractor shall accept /1GT1 <br /> full responsibility for the cost to rectify some. <br /> 1 <br /> eAR <br /> STAT or 2 A,S;NASH <br /> GTON <br /> \\ <br /> VJ <br /> Ug <br /> EAVE PROTECTION PER IRO 8302.1 W <br /> IF EAVES ARE WITHIN 5'OF THE PROPERTY \ OS L DS <br /> LINE•THEN A ONE HOUR FIRE RESISTANCE L <br /> RATING 15 REQUIRED IF THERE _ / ` 1 g <br /> ARE BIRD BLOCKING VENTS OR GABLE END U N <br /> VENTS. IF THERE 15 SOLID SLOC-KING AND a rn r �''y H <br /> NO VENTS,THEN THE FIRE RESISTANCE RATING u LJ M <br /> CAN BE REDUCED TO ZERO HOURS. ®PRE. MFG.24' O.G.TRUSSES • Cr) ^ F tQ <br /> SCISSOR VAULT OVER _,moi lu.}V5 <br /> coR-A-VENT IN-VENT.INSTALL _ _ 'MASTER BEDROOM INT. PITCH= 2112 <br /> yS_",i •Q <br /> 36"FROM EWE OF EAVE. M <br /> PROVIDES b.TS"SO IN.NET I <br /> FREE VENTILATION AREA PER LINEAR 4:12 <br /> FOOT.USE GOR-A-VENT ONLY ((I <br /> 1_I © g i 1"d"•1 Q <br /> OVER CONDITIONED SPACES — <br /> LJ TYPICCAL up <br /> SOLID BIRD UNLESS Cip <br /> 1' ATAT HE ILO 5 NOTED f� .}. <br /> `f TTHRE LESSRO.LINE M 6"b i� PI-6' H } <br /> I.SLOT . PER PL ❑ [1=2:2=27=77: <br /> „ BELOW . `O <br /> _`�I \ PER PLAN I.jam! M <br /> ..41111111111F-41% <br /> FI, I 2moV IA# <br /> L <br /> ACCESS, IG <br /> 2.46 <br /> � << Nt WS ' 11) <br /> _ <br /> I <br /> EXTERIOR RIDGE O <br /> WALL lIp <br /> � \ (� 5X5 <br /> .. <br /> /RIDGE AFso�' AF 30 L ♦. <br /> ONE HOUR EAVE DETAIL(IF PLAN REQUIRES) ��♦♦�. !' VENT Ill <br /> Q ❑VENT 1<<�♦., o '� <br /> al ii <br /> ' !v L \ IIII- o <br /> ROOF FRAMING NOTES 1 _li _ I '��_ �`- — <br /> GUT RAFTER TAILS TO MATCH 204 7F y <br /> F <br /> TRUSSES 0 \ 9 <br /> CONNECTORS SHALL BE ENGINEERED <br /> BYTRUSS MANUFAGTURR 2X6 RAFTERS ' tIl <br /> ROOF PITCH SHALL BE 4:12 C 24” O.G. '1, <br /> TYPICAL UNLESS NOTED OTHERWISE AT FIREPLACE - J 1 11.1 <br /> ROOF OVERHANG SHALL BE 12"U.N.O. BUMPOVT-NO 1 <br /> OVERHANG - -I <br /> • WITH NO 5X5 (V Z W <br /> x)C�X}CX GUTTER AND NO ❑ .. <br /> 206 OVERFRAMIN6 ROOF VENTS N <br /> J t) <br /> L V o <br /> 1111111.11111.11. HEARING BELOW <br /> O1 YV! <br /> Q DS DOWNSPOUT <br /> ,:p.__ II <br /> II <br /> TRUSS NOTE1 <br /> T <br /> ALL TRUSSES SHALL HAVE. <br /> a e: O<{-04-12 <br /> I. STRESS ANALYSIS AND DRAWINGS/ permit: <br /> DETAILS STAMPED BY A STATE — - reVI5IOf15 <br /> REGISTERED ENGINEER. DS 1 I— PS \ <br /> 2. MANUFACTURERS STAMP ON PRE- ---1 1.----- I Dw 0--e__-_MANUFACTURED TRUSSES. r S <br /> 3. BRACED TO MANUFACTURERS 1 I I I I I DS R DS <br /> SPECIFICATIONS. <br /> 1 <br /> A. STRESS ANALYSIS AND DETAILS <br /> SHALL BE SUBMITTED TO BUILDING <br /> DEPT.FOR APPROVAL AND SHALL PRE. MFG. <br /> BE KEPT ON SITE FOR FRAMING <br /> INSPECTION. TRUSSES <br /> ® 24" O.G. <br /> 5. TRUSSES HILL NOT BE FIELD ALTERED <br /> WITHOUT PRIOR BUILDING DEPARTMENT 6:12 ROOF PITCH <br /> APPROVAL OR ENGINEERING <br /> CALCULATIONS. <br /> 6. ALL TRUSSES SHALL HAVE SIMPSON <br /> H-I CLIPS AT ENDS. INHERE TRUSSES drawn by: I`^V... <br /> ARE PARALLEL TO WALL,USE SIMPSON <br /> L50 AT MIDSPAN. USE SIMPSON ETC. GIn e Gke y: <br /> CLIPS AT NON-BEARING WALLS __ <br /> ROOF VENTING CALCULATION HT <br /> 854 SQUARE FEET ROOF- 2.84 __8.13 <br /> 300 .35 2 A Wal <br /> C-7 I= <br /> = 5 VENTS REQUIRED /NOTE: <br /> 50% OF VENTING SHALL OGGUR ® p /� * �!' ,c/�,r���.,�/ <br /> IN EAVES AS BIRD BLOCKING. ROC) IMAM I N�..' /=L-AN `Irs�- <br /> . r I <br /> AF5O ROOF VENTS TO SE USED -_.--r - - - -- <br /> SEE GENERAL NOTES SCALE 1/tet' -„ <br />