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Date <br /> 10/16/16 <br /> ENGINEERING Designed <br /> S <br /> SIMPSON HI EA.END/EA.TRUSS/ BUILDING DESIGNED PER IRO SECTION <br /> RAF 1 tR R602 WOOD WALL FRAMING Drawn <br /> A35®24"o c. R602.IO WALL BRACING CAS <br /> Refusion <br /> PLY.EDGE NAILING <br /> --0--- <br /> ./� ' ' NOTES: <br /> II 17/1&'.- <br /> �/ 1 I. DO NOT SCALE DRAWINGS. RLTCR TO ARCHITECTURAL <br /> 2x BLOCK w/11/2" I I 1 I 1 I DRAWINGS FOR ALL DIMENSIONS. <br /> ►_•u . VENT HOLES AS <br /> TRUSS PER PLAN <br /> �'1 EA.REQUIRED <br /> EA TEND T.N. 2. RATED I(CTYPICAL ATHINFRAMING <br /> (SPAN RATSNGT3 6S OF)�OVER APA <br /> \ PREFABRICATED TRUSSES®24"O.G.,UNO. PROVIDE HI <br /> i CLIPS EACH END OF ALL TRUJCS,H2.SA EACH SIDE OF <br /> EDGE NAILING ( I ALL MULTIPLE TRUS5CO,UNO. <br /> ` — 3. NAIL ROOF SHEATHING W/Sd®6"O.G.AT FRAMED <br /> 2x STUD 0 16"O.G. i <br /> PANEL EDGES AND OVER GI CARWALLS,AND® 12"O.G. <br /> /� I IN THE FIELD,UNO. <br /> PLY.PER SCHEDULE <br /> 4. ROOF FRAMING SHALL IRIS-C:3 BY OTHERS 024"OG. <br /> 1 -�- ALL TRUSLE5 TO GARRY MANUFACTURERS STAMP. <br /> 1/�� r ALL TRUSSES TO BE INSTAI I FD PER MANUFACTURER'S <br /> EVE <br /> INSTRUCTIONS. <br /> I <br /> Y E AT ROOT I �, \ ALL TRUSSES SHALL BE ACCOMPANIED WITH DESIGN <br /> © - i 1/����\�� DRAWINGS FOR CHORDS TO E APPROVAL.X <br /> ALL TRUSS TOP CHORDS BE 2X4 <br /> / \ I 4. HEADERS OVER DOORO AND(2)TRIMERSTUDS <br /> OPENINGS SH(MINLIMUM)BE <br /> M) <br /> �������\\\ AT EA8 MINIMUM. HEA ER TRIMMER NOTED(MINIMUM) <br /> AT EACH END OF ALL HEADERS UNLESS NOTED <br /> OTHERWISE <br /> ' i 5. REFER TO GENNERAL STRUCTURAL NOTES Q(CET SI 4 52 <br /> I I ` FOR ADDITIONAL REQUIREMENTS. <br /> PROVIDE I HOUR FIRE-RESISTANCE RATING �LI 6. ALL ROOF PITO1t54:12 OR MATCH(E)HOUSE <br /> TO THE UNDERSIDE OF THIS OVERHANG. OVERHANGS 2'-O"OR MATCH(E)HOUSE.CLOSED SOFFIT <br /> IRC SECTION R302.1 MATCHING(E)HOUSE.ENCLOSED SOFFIT w/1OX14 VENTS TO HATCH <br /> TABLE R302.1(1)EXTERIOR WALLS _ _—_ _ __ FICUSETYP. <br /> cs <br /> O Bt 5"O.G.PLY. $,-O,, T. ALL RAKE OVERHANGS 24" <br /> 8. FASCIA BOARD TO MATCH EXISTING <br /> - I - -— `a. ALL FRAMING HARDWARE TO BE"SIMPSON"OR EQUAL. <br /> (b)12d BRACE 2x TRUOCE 5 24"O.G. <br /> TO BLOCK 2x OUTRIGGER(OPTIONAL) r ATTIC VENTILATION GALL. <br /> T , �r EGDE NAILING -t — - AD4 ATTIC AREA.=484 SOFT. q <br /> (2)2x6 1 \ +-� VENTING AREA REQUIRED 1/300 OF 484 SOFT=1.63 SOFT.(234.12 SQ.IN.I ^I� <br /> BLOCK ' ` �I DBL.TOP CHORD - -'--�--- - --- - --' <br /> F 234.12 SQ.IN.REQUIRED < 285.4 SO.IN.TOTAL PROVIDED <br /> HORZ.WEB BRACING 4:12 4:12 <br /> 0 o BY TRUSS MFGR.PER '� �� `—® VENTS REQUIRED: N <br /> (2)MDAI T.P.I.SPECS.NAIL TO - -—- -'- - - - - -— VENTS SIZE NET AIRFLOW QUANTITY TOTAL O <br /> CLIPS `."'''S11412ALL TRUSGES - - -— - - -— VENTED BIRD BLOCK (3)2"DIA.HOLES 3x3.14x15%=1.01 20 141.4 SQ.IN. V <br /> i2dx6CO.G. j - - - <br /> it ROOF JACKS 8"XS" 8xSx15%=48 3 144 SQ.IN. <br /> TOTAL 285.4 SQ.IN. <br /> (2)2x6 CONT.0 GABLE F <br /> oo END TRUSS MID HEIGHT <br /> STRUCTURAL TRUSS w/2x4 - - - -— DEATIL <br /> .A X FLAT INLET STUDS 5 24°O.G. _ <br /> �3ei (2)MDAI CLIPS(ONE EA.SIDE) <br /> 11."-----Ni - - - - - -—- - - -— \ HATCHING INDICATES 2X5 D.F.RAFTER O <br /> __ ®24"O.G.OVER-FRAMING TYP. <br /> 12d®6°O.G.(TRUSS TO 2x6) <br /> 0 RID2x6 DIAGONAL I 'T"BRACE.0. - - <br /> ®RIDGE AND®10'-O°O.G.MAX. �1 <br /> (VERIFY w/TRUSS MFGRJ - - - -—r - -—- - - -— `•I <br /> 2x6 CONT. Q <br /> EDGE NAILING �( <br /> �—I c) J <br /> TO12d TOP PLATE x6 CONT. 1/26 PLYWOOD -I - An <br /> � , � z <br /> 2'-O"j, G <br /> Li, Q <br /> S K, l., <br /> GABLE EN17 DETAIL o <br /> 0 <br /> Z o <br /> vi <br /> sic <br /> EAF.FLNQ <br /> P.O.Box 2972 <br /> Ivoodinoi/k,Washington <br /> 98072-2972 <br /> Phone:(206)972-8317 <br /> ROOF FRAMING FLAN Entaik <br /> mriarixdra ngrnm <br /> SCALE:5/32"= 1'-0' __ Project No. 16-250 <br /> Sheet No. <br /> \‘......._— OF 8 <br />