Laserfiche WebLink
WRITTEN DIHEI1ilONs ON THIS DRAWING SHALL NAVE VE T-o,M. <br /> P OV132 GVALm DIFLFNSIONS. <br /> cONRL4cTOR SHALL VERIFY ALL DIMBVSIONs,VONDITIONs,ETV.�rAININ6 fa <br /> VARI 6E FROM T a TIE WORK <br /> BEFORE PROY.®ING. IE OWNER MRYT NOTIFIED OF ANY , 11E <br /> DIN13GIg5 AND/OR GOlD71TION5 SHOWN ON 7—DRAYLN65.ANY SUCH VARIATION SHALLBE __... ... .` <br /> RE6oLVID BY TIE ova43z AV VEPt FULL ro r'IzocE WITH TIE vnwc,oR TfE coNTRAcroR sxALL __._ ROOF VENTING CALCULATION3 <br /> R BL—Fc,REcT- VTIF <br /> IbMABa: 1142 BQJ[ I'm <br /> Veefistion Re uinetl: 1142- ./1L x 144Ji s rt/300 <br /> 50%At 98"minimum Aboua Eats(mex 80%) = 274.08.'.%An. <br /> 50% At Emes = 27408 sq An. <br /> 6 Roof Jacks�50 sq An Each = 300 q(n. E ANDEHSON <br /> TRU55 NOTES 0 SlantlaM Comp Ridge VIM(�17 sq hME = 0 q rn. STATE OF W46HINGTON <br /> ALL TRUSSES SHALL HAVE. 01 0 Metal Roof Rage Vent @ 29 sq.AnAf. 0 q An. <br /> 1b 0 Side Rnaf1�0VeM 8.5 aq./in./lf. = 0:q./in. <br /> I. STRE55 ANALYSIS AND DRAWINGS/DETAILS <br /> STAMPED BY A STATE RE615TERED QJGINEER. - — — — — 64 Lineal Ft of Eats Venting @ 3.3 sq./In.At 277.2sq.An. <br /> 2.MAWrAGTURERS STAMP ON PRE-MANUFACTURED ((3)2"tl4a.Holes per block each bay/ <br /> TRUSSES. Lineal Ft of E Upper RodVeming = 0sq.Am <br /> D K ((3)2"Ma.Holes perblock @ eA.bays] <br /> 3.BRACED TO MANUFAGIA2ER'S SFECIFIGATiONS. 0 CoMinuous Soli,VIM <br /> @ 10 aq./In./11. = 0.sq./In. .. <br /> NON ATTIC STORAGE TRU55.PROVIDE:2X4 CENTERED® 40"HIGH. 0 Gable End Vent (12m.x12in.)x70% 0 .nn.SLE)MITTED N <br /> aq C� <br /> 4.STRESS ANALYSIS AND DETAILS SHALL BE p }}���� /� — (30 m.x 32 tn)x 45% Osq.Art APPROVAL <br /> A BUILDING DEPARTMENT FOR TRUSS L/ETAI L _ — — 0 Cupola Vent (181n.x24;rt)x70% ..._.. 0..aq.Art W v, <br /> APPROVAL AND SHALL BE KEPT ON SITE FOR 0 Gabk End Vent Il-1° <br /> FRAMING INSPECTION. 0 Gabk End Vent (24 in.x 241rt)x 70% 0 q/n. L <br /> 9GALE. I/8" I'-O" Above Eaves <br /> 5.TRUSSES WILL NOT BE FIELD ALTERED WITFIOUT Total Venon PRIORq <br /> EN&IN E 11,16C DEPARTMENT APPROVAL OR — — — — TOTALSOJIN.OFVENTINO PROVIDED = 5T72 glue. U 6g a <br /> EN6INEERIN6 CALCULATIONS. <br /> 6.ALL TRUSSES SHALL HAVE SIMPSON HI CLIPS W <br /> AT ENDS,EVERY OTHER TRU55,46'O.G.He RE O " <br /> ENDN L30L90 TF O�MIDAAN LL IV�L USEL30 48"O.C.,GABLE END <br /> TRUSS BOT CHORD TO TOP <br /> T. USE 51MP50N 5TG CLIPS O ALL TRUSSES OVER PLATE <br /> NON-BEARING,WALLS. <br /> 6.TRUSSES SHALL BE LEGIBLY BRANDED IV <br /> MAN)FAGTURER5 NAI-E,DESIGN LOADS,AND <br /> RES,d11RED SPACING,WITHIN 2'-0"OF THE CENTER <br /> SPAN ON THE BOTTOM CHORD. <br /> 9. TRUSSES TO BE NON ATTIC 5TORA6E TRUSSES. �y---- — — — — — — / SIMPSON D T&48"O.C.,TIP <br /> MAXIKJM SPACE ABOVE THE BOTTOM CHORD / ARE IUD O 24.O.G. GABLE END TRUSS BOT <br /> TRU55 RO BE LE55 THAN 42'H16H AND 24" / 5G1550R VAULT MASTER CHORDS TO TOP PLATES �I w <br /> WIDE LOCATED IN THE PLANE OF THE TRUSS. BEDROOM INTERI PITCH 5,12 <br /> BEARING WALL L <br /> FLOOR LINE BELOW J % / <br /> T� TRUSS 8 <br /> MULTIPLE 2x STUDS O POINT LOAD — — — — — — — — — — — OUTLOOKER <br /> INDICATES 2,6 OVERFRAMI116 'Q <br /> AT 24.'AO SPAN UNSUPPORTED <br /> AT 12' O.C.=5'-T O <br /> AT 12°O.G.=13'-T' (2)i8tl TOENAILS,TYP Fl <br /> O D5' DOWNSPGUF Q — — — — / TRUSS TO TOP PLATE <br /> ❑ R61 ROOF VENT <br /> ® HIP POST A7 GIRDER TRUSSES, — — — — — — — — — y <br /> HIP M (5)2 — — — aL <br /> Z A <br /> ROOF FRAMING NOTES / icT-rrc4 <br /> I. Cl7F RAFTER TAILS TO MATCH 2x TRUSSES.2.CONOECTORS SHALL EE ENGINEERED BY <br /> TRUSS MAN)FAGTURER ,_ <br /> 3.ROOF PITCH SHAL BE 5,12 UNLESS NOTED R- l VENTS O <br /> OTHERWISE. % 6 PL.4GE5 <br /> 4.USE SIMPSON CLIPS O 46"O.G.A7 ENDS <br /> OF TRUSSES AND <br /> RAFTERS. <br /> 5. LEE SIMPSON L50 CLIPS TO CONFECT TRUSSES <br /> AND/OR CEILING JOISTS TO PERPERC IGULAR <br /> WALLS AT MID-SECTION. - <br /> 6.USE SIMPSON 5TG CLIPS AT NON-BEARING WALLS. — O <br /> T. 2YO RAFTERS®24'O.G./2.8 CEILING JOISTS <br /> O 24"O.G.TYPICAL UNLE55 NOTED OTHERWISE. <br /> (MAXIMUM SPAN=13'-71) _ <br /> / &Ote: 04-15-21 <br /> H.PROVIDE DOUBLE RAFTERS UNDER DORMER / PRE TRU55r5 <br /> CRIPPLE WALLS UNLESS NOTED OTHERWISE. permit: <br /> .MINIMUM 5'-0°SPLICES AT BUILT-UP HIPS AND _24"O.G. — _ _ _ <br /> VALLEYS,NAIL TOGETiHE2 WITH 2 ROWS OF 16d I Lp� I"evi5fon5: <br /> 9 <br /> NAILS O 6"O.G.(OVER FRAMING)CONTINUOUS. <br /> 10.ROOF FLASHING SHALL BE PROVIDED AND PRE MFD — — <br /> COMPLY W/IRL 2018,SECTIONS <br /> R9032 4 R905.2b. <br /> 5:12 2x8 RAFTERS <br /> ® 24"O.G. <br /> �BLS LL <br /> O2 WAS gthop r-hda lkdl by=MRA <br /> x eT� <br /> SF—fE�T <br /> 44672 44 Lq pOO <br /> ��0 `V`TIONALE��� RED MARKUPS ONL ?Poor— �R? M NG PL/4N �� <br /> 1026)2022 STAMPFENG TO I <br /> ANO SUPPLEMENTAL <br /> STRUCTURAL DESIGN <br /> INFORMATION SEE GENERAL NOTES SCALE: I/4" . I'-O" <br />