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I 1 I 2 I 3 I 4 I 5 <br /> n ( GENERAL NOTES: <br /> O O �� O i 1. FOR CONNECTIONS WHEREIN SPECIFIED SIMPSON TIES CONNECTORS <br /> ARE NOT LOCALLY AVAILABLE. CONNECTIONS CAN BE DONE USING <br /> RECOMMENDED PENNY NAILS SIZES AND THE RECOMMENDED <br /> NAILING SCHEDULE, UNLESS OTHERWISE NOTED HEREIN. <br /> TO MATCH EXISTING .1 / <br /> 1[END TRUSS-2 Q 2. THE ROOF FRAMING SYSTEM WAS DESIGNED FOR ASPHALT SHINGLE <br /> LOADING AND THE CONTRACTOR OR THE OWNER SHALL <br /> D COORDINATE WITH THE DESIGN ENGINEER IF ROOFING MATERIALS D\ <br /> WILL BE EXPECTED TO BE HEAVIER THAN INTENDED. <br /> 3. THE SLOPE OF THE ROOF AND EXISTING DIMENSIONS OF THE <br /> (� ROOFING IN THE DRAWING MUST BE VERIFIED ON SITE. <br /> \ \ A \ O 4. ROOF VENTS IF INSTALLED SHALL NOT COMPROMISE THE <br /> STRUCTURAL INTEGRITY OF THE ROOFING SYSTEM. <br /> TO MATCH EXISTING A <br /> — > 4' 5. HURRICANE SIMPSON TIES SHALL BE INSTALLED TO RAFTERS <br /> A n THROUGHOUT THE PERIMETER OF THE ROOF FRAMING SYSTEM. <br /> 6. BLOCKING AND BRIDGING SHALL BE INSTALLED AT SUPPORTS, AT — <br /> A A MIDSPAN OR ALONG THE RAFTER SPAN FOR STRUCTURAL <br /> STABILITY. <br /> I <br /> A I <br /> 7. LUMBER SPECIES SHALL BE OBSERVED FOR THOSE STRUCTURAL <br /> 2x6 PURLINS A MEMBERS THAT WILL BE EXPOSE TO WEATHER AND TO PROPERLY <br /> RESIST STRESSES. <br /> (TYPICAL) <br /> 2x6 RAFTERS > > > > > -1'-7" <br /> c O SEE DETAIL R2 B <br /> (Sheet S-203) bI 2x10 RIDGE BEAM <br /> i!,' 7° SHEET NOTES: C <br /> CD <br /> EXISTING ROOF <br /> A A A A A A A A , ' 1. VALLEY TRUSS, TRUSS-1 AND END TRUSS-1 SHALL BE DESIGN, <br /> \ RIDGE MANUFACTURED AND INSTALLED BY A TRUSS COMPANY. <br /> 24 2x6 LATERAL BRACING - - SEE DETAIL R Is 2. SEE SHEET S-205 FOR PRE—ENGINEERED TRUSSES. <br /> (SheetS-203) I <br /> Q Q TRUSS-1 SPACED @ > > > > > >1 ` > SEE DETAIL R L1' T" - 3. SEE SHEET S-204 FOR DETAILS/SECTION. <br /> 16"O.C.(TYPICAL) Sheet S-20i A SI <br /> 1 1 I 1 0 A ' 1, <br /> Q Q END TRUSS-1 > 1 <br /> (ON TOP OF WALL) I 4/ A I <br /> U 1 . < J 1 U <br /> A 1 <br /> 2x6 NAILERS > , I i 4' <br /> WITH 1x10 FACIA A r <br /> B O • • . oB <br /> A i END TRUSS-2-i I <br /> / - 28' Q /- 16' -I A <br /> SEE DETAIL R — VALLEY TRUSS Q FLAT TRUSS 003 <br /> TO MATCH EXISTING- (SheetS-203) <br /> O O 2x6 RAFTERS SPACED—� 0 CDco <br /> @16"0.C.(TYPICAL) <br /> NORTH ROOF FRAMING PLAN <br /> dlllllllp"IIIIIIII, <br /> II411 111111 SCALE : NTS <br /> A A <br /> PREPARED BY: PROJECT TITLE : OWNER: REVISIONS DRAWING NO. <br /> �'"WA °+ STRUCTURAL&ELECTRICAL <br /> TRIPLE V CONSULTANTS ,,- "�'4` 51'M DESCRIPTION DATE APPROVED <br /> (Bremerton and Whidbey Island,WA) .. �? RENOVATION MR. SAI SHANKAR ® ism vx nc�cna ,your <br /> art izro/zam <br /> v,. v,.,< S-107 <br /> Triplevconsultants©msn.com ' , '' SHEET TITLE : 2222 BAKER AVENUE <br /> 9� • <br /> si�s4$o EVERETT,WA 98201 SCALE: AS INDICATED <br /> 360 632 2913 40NAL ROOF FRAMING PLAN - <br /> I EXPIRES:02/28/2021 I ls, ` <br /> 1 ! 2 1 3 1 4 1 5 (77/g:j� <br />