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WRITTEN DIMENSIONS ON THIS DRA1YIN6 SHPLL NAVE PRELET£NOE O AI SLATED DIM@GIONS. <br /> OONTRAOTOR SHP 14 VERIFY ALL DIMtT1510N5,GO,IMT A E10.PERTAINING TO n$WORK <br /> BEFORE PROl.�/DR nX°OWN61 MUST M NOTIFIED OF ANY VARIAnON9 A-TIE <br /> REWLalONS Mm/OR GONDInoOR GNOVN oN 1F DRAWINGS.ANY GucH vAwAnoN SHALL 13E ROOF VENTING CALCULATIONS <br /> RESOLVED BY TI1E OWNER PRIOR TO PROGSTD WITH THE WORK OR THE GONIRAOTOR SHPLL <br /> AGOEPT wu RcsPorv5lBlum PDR THE COST ro REcnr-Y 2 eq.ln. ?71jGIS(f-:19L^ <br /> V�r01Won Required: 1142 .Mz7M rr-.11n./3011 N6-'Ina1 50%At 3W mlydmum Abote Eevs(max 80%) • 274.08 eq.11a. <br /> 50% At Eewe 274.08plln.TRUSS NOTES - - - - 0 SSGndem Comp wtlgeln.Vemeb 17 = 900 p./In. O WIN <br /> ® egAn./If. Oeq./Irt BTATEOF WASIBNOTON <br /> ALL TRUSSES SHALL HAVE, W 0 Metal Roof Ridge Vent Q 29 sq.An./If. O',eq.en. <br /> 0 Side Roof Half Vem C 8.5 sq./indif. 0 sq./In. <br /> I. 5TRE55 ANAL-YS15 AND DRAWING5/DETAILS _ <br /> STAMPED BY A STATE REGISTERED ENGINEER. 84 Uneal Ft of E.w Venting @ 3.3 aq./In.fit 277.2 aq./In. <br /> ((3)2'die.Fblesperblocki eachbey] <br /> 2.MANUFAGTURE'R'55TAMP ON PRE-MANUFACTURED Uneal Ft of E Upper Roof Venting 0 q./In. <br /> TRUSSES. - s m- - <br /> D K ((3)2"dk.Hass pK block @.It.bey.] <br /> 3.BRACED TO MANUFACURER'S SPECIFICATIONS. 0 Cominueua SORI Vert Q 10 p./Indif. • 0 qdh rT <br /> NON ATTIC,STORAGE TRU55.PROVIDE 2X4 CENTERED a 40"HIGH. C Gable End Vent (121n.z 121n.)x 70% O'eq.An. <br /> 4.STRESS ANALYSIS BUILDING <br /> AND DETAILS SHALL R I I�•�• - - - - 0 Cupola Vent IN In.x 32 In.)x 45% 0 eq./In. v+ <br /> SUBMITTED TO BUILDING DEPARTMENT FOR TRUSS fl E TA I L 0 Gable End Vent 18In.x 241n.)x 70% = 0 /In. s <br /> APPROVAL AND SHALL BE KEPI'ON SITE FOR ( eq. <br /> FRAMING INSPECTION. 0 Gable End Vent (24 In.x24ln.)z 70% 0'sq./ln. L <br /> 5. WILL NOT BE FIELD ALTERED WITHOUT 9GALE, I/8" • I'-O" Total Ventln -TRUSSES HILL - - - - g Q 38"(min.)Ahow Ewe - 300 eq/in. <br /> PRIOR BUILDING DEPARTMENT APPROVAL OR Total Venen Eawa <br /> ENGINEERING OALCULAT)ONS. - - - - TOTAL SO.BN.OF VENTING PROVIDED 577.2 aq.lm. �•/ <br /> 6.ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS <br /> AT ENDS,EVERY OTHER TRUSS,48'O.G.WHERE 'Dky <br /> END TRUSSES ARE PARALELL W/WALL USE _ _ <br /> L30 48"O.C.,GABLE END - v <br /> SIMPSON L30•MID-SPAN. /�/r//�/rJr//r/J�/Jr� //J/ - I <br /> TRUSS SOT CHORD TO TOP <br /> T. USE SIMPSON STC CLIPS 0 ALL TRUSSES OVER PLATE <br /> NON-BEARING WALLS. <br /> 8.TRUSSES SHALL BE LEGIBLY BRANDED yY <br /> MANJFAGTURE25 NAME,DESIGN LOADS,AND v <br /> REQUIRED SPACING,WITHIN 2'-O"OF THE CENTER <br /> SPAN ON TFE BOTTOM CHORD. <br /> 9.TRUSSES TO BE NON ATTIC STORAbE TRUSSES. - - - - - - - SIMPSON L30 8 48"O.C.,TIP CI� <br /> MAXIMUM SPACE ABOVE TFE BOTTOM CHORD -PIS MFD. •2de OZ. �I <br /> GABLE END TRUSS BOT �S <br /> MAXI M BE LESS THAN HE HIGH AND 24" / SCISSOR VAULT MASTER CHORDS TO TOP PLATES <br /> TRUS / BEDROOM INTERI PITCH 3,12 <br /> WIDE LOCATED IN THE PLANE OF THE TRUSS. - / ^ <br /> LEGEND, �.-- - - - - - - - - - - - - - <br /> ® BEARING WALL <br /> FLOOR LINE BELOW - OUTLOOKEIR <br /> T TYP FA TRUSS& <br /> tr MULTIPLE 2x STUDS te POINT LOAD <br /> INDICATES 2.6 OVERPRAMING <br /> AM 2 <br /> (2)4"0.C.=1-IUNSUPPORTED <br /> AT 12'O.G. 3'-l" / 18d TOENAILS,TYP EA <br /> O V.S. DOWNSPOUT TRUSS TO TOP PLATE jO r <br /> ®� RBI ROOF VENT N <br /> HIP <br /> 4MASTERS POST AT GIRDER TRUSSES, _ - - - - - - - _ - - - - Y�g- z <br /> OR USE(5)2X6 <br /> ROOF FRAMING NOTES - - - - - - W <br /> I. Glfi RAFTER TAILS TO MATCH 2x TRUSSES. 5,12 <br /> 2.CONNECTORS SHALL BE ENGINEERED BY <br /> TRIY.xS MANUFACTURER. - <br /> 3 ROOF PITCH <br /> SHAL BE 5,12 UNLESS NOTED R-bl VENTS; <br /> / <br /> / 6 PLACES �I <br /> 4.USE SIMPSON H25 CLIPS 0 48'O.G.AT ENDS <br /> OF TRUSSES AND RAFTERS. <br /> 5. USE SIMPSON L30 CLIPS TO CONNECT TRUSSES V Ir <br /> AND/OR CEILING JOISTS TO PERPENDICULAR <br /> WALLS AT MID-SECTION. - O <br /> 6.USE SIMP50N STO CLIPS AT NON-BEARING WALLS. / L <br /> T. 2x8 RAFTERS a 24"O.G./2x8 CEILING JOISTS <br /> (MAXIMUM SPAN-151-19 TIF / 9- <br /> 0 24'O.G.TYPICAL UKLE55 NOTED OTHERWISE. - <br /> - - - - <br /> 8.PROVIDE DOUBLE RAFTERS UNDER DORtFR PRE .TRU55E5 I �I2 permit, 04-IS-21 <br /> CRIPPLE WALLS UNLESS NOTED OTHERWISE. W 24" rsvlelone, <br /> q.MINIMUM 8'-O"SPLICES AT BUILT-UP HIPS AND <br /> VALLEYS,HAIL TOGETHER WITH 2 ROWS OF 16d / L <br /> NAILS u 6"O.G.(OVER FRAMING)CONTINUOUS. <br /> PRE <br /> 10.ROOF FLASHING SHALL BE PROVIDED AND <br /> COMPLY W/lRC 2015,SECTIONS <br /> R9O3.2 a Rg05.2.8. 5:12 2x8 RAFTERS <br /> 4gHALt c drawn by AM <br /> QGp WASry/ O r-hacicad by:MRA <br /> 2 Tn Si-I3=ET <br /> aa872 yF4 k'a <br /> ALEN'1�� ENG STAMP APPLIES TO OF= <br /> S ONA[. RED SUPPLEM ONLYENTAL <br /> P1�?�M NG PL?�N -� ' ';\ I�:�"f�.D FOR <br /> 10/28/2022 AND SUPPLEMENTAL <br /> STRUCTURAL DESIGN INFORMATION 5EP GENERAL NOTES NEAL SCALE!: 1/4" = P-O" <br />