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Permit B2308-045 <br /> _10/1012023 Christopher Post Frame Bulding 23-30170.00 Task 003 . <br /> SN�ELINpEX N x W Y n <br /> 1/3 PLAN/SECTION/DETAILS c a,3 o <br /> 3/3 NOTES AND DETAILS o•n-o <br /> 3/3 ELEVATIONS o v°'D ZX <br /> 36'-0' COMP. ROOFING OVER CODE APPROVED 777) <br /> VAPOR BARRIER OVER T/16" OSB <br /> x SHEATHING (SPAN RATED 24/16)_ <br /> I NAIL SHEATHING 'W Sd AT 6'o.c. AT DETAIL 8/2 <br /> 12'-tl" t 2'-0' 12'-0" / m <br /> ----'— PANEL EDGES AND 12"O.c. 1N FIELD. <br /> 18" OVERHANG, TYP. <br /> PURLIN PER DETAILS <br /> (2) 2x12 DFLN2 4x6 HF#2 3/2 & 4f2 12 <br /> RAKE BEAM PER 4x6 HF12 4x6 HF#2 CORNER � 3 ho <br /> DETAIL 5E/2 > CORNERSIDEWALL 4x6 HF#2 POST <br /> POST POST SIDEWALL <br /> POSTEAVE <br /> OVERHANG PER <br /> DETAIL 2/2. <br /> r a w (2) 2x12 DFL#2 TRUSS SUPPORT BLOCK TRUSS BY OTHERS <br /> z RAKE BEAM PER w/BRACING PER DETAIL <br /> a w 24'x36'x4" DETAIL 5E/2 i PER DETAIL 1/2. 2f1 2 _J <br /> REINFORCE WINDOW 4x6 HF�f2 CON'CREIE FLOOR W <br /> w <br /> 0 <br /> OPENING PER ENOWALL x LLO <br /> DETAIL 2/1 a POST ---- -- GIRTS PER DETAIL 12 2 a�'_' II--------...RIDGE._...------ ��----- I / F- <br /> v 7j <br /> "I Kv <br /> 4x6 HF#2 5/8" T1-11 PANEL <br /> EMBED THIS 4x6 HF#2 ENOWALL ; SIDING PER NOTE - <br /> (OFF GRID POST) PER > > > > POST 11/2 POST PER PLAN 2 <br /> DETAIL 16/2 AND FRAME (2' 2xi2 D L�2 a IY a a O_ <br /> PER DETAILS 13/2 o RAKE BEAM PER (2) 2x12 DFL#2 <br /> AND12/2 1 DETAIL 5E/2f I II RAKE BEAM PER i DETAIL 13/2 LLii <br /> DETAIL 5E/2 / r <br /> 4" CONC SLAB (/I <br /> N <br /> 4x6 HF#2 <br /> 48"x80" 9x6 HF2 CORNER <br /> DOOR PCO057 ER 4x6 HF2 4x6 HF/j2 POST <br /> SIDEWALL SIDEWALL ��/j�\/ 27"0 x 4'•-0" DEEP SIDEWALL POST <br /> POST POST i��//\// FOOTINGS PER DETAIL 16/2. <br /> 24 0 x 4'-O" DEEP ENDWALL POST <br /> _CENTERED__IN_ _...___.__ 9 x7 S x U S/jl\j FOOTINGS PER DETAIL 16 2 // <br />' __CENTERED JN_ESAY-_......._......__CE�liEREO / \\ <br /> 18"© x 4'-0" DEEP ENDWAL� POSE -- <br /> 1 FOOTINGS PER DETAIL 16/2 �\ <br /> PLAN j N �._ ..____.. .....__ 24' SPAN J <br /> ROOF TRUSS NOTE: + <br /> SCALE:Y4"=i'-0- TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2018 IRC M • ? <br /> (INTERNATIONAL RESIDENTIAL BUILDING CODE), THE TRUSSES SHALL o LY <br /> BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE i .. Ii <br /> I STATE OF WASHINGTON. THE TRUSS CONSTRUCTION DRAWINGS AND x TYPICAL SECTION THRU CLEARSPAN <br /> CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE THE ENGINEER °f <br /> PERFORMING THE DESIGN. THE TRUSS DESIGN SHOULD BE REVIEWED 1 N.T.S. <br /> FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS u° <br /> D THE REFERENCED BUILDING CODES, AND APPROVED FOR 03 <br /> AN a <br /> CONSTRUCTION BY THE DESIGNER OF RECORD FOR THE APPROVED a W <br /> DRAWINGS, PRIOR 70 FABRICATION AND ERECTION. dCL <br /> , <br /> I <br /> t <br /> I <br /> I <br /> i <br /> i <br /> tab BETWEEN <br /> EIJDWALL EAVE'GIRT POSTS w/(3) lbd .•••••••••••••••••••••••••••••••••••••� <br /> Reviewed and Approved for ' <br /> TO 2x4 BRACE <br /> E 16d AT 24'o.c. Ai1D(3} led TOE <br /> I EAVE CRT TO 2.6. NAIL AT POSTS. <br /> (2)0 RAVECity of Everett Code BHC Consultants: Barrie Kenning <br /> ance <br /> GIRT TO BRACE. � <br /> E' SIRPSONJ P11 A 2x4 BRACE October 10, 2023 ; <br /> STRAP BENT AT <br />! EAVE GIRT a/(5) BLOCK FOR STRAP x <br /> I 10d x 1 1/2 AT TOP (AND ORT Permit Number B2308-045 w <br /> (I NAIL AT EAVE END'WALL POST (3)0. -0 x BOTiDLt} sru. AgT <br /> CRT) PER�,,, 3-1/4- OF WINoOH eLDCK Reference Number: 22-30170.00 Task 003 <br /> E NAILS GIRT TO FOR <br /> E BLOCK OPENING. STRAP L-BLOCK <br /> t _ BAY WIDTH L-BLO&Y-0 24"LONG STRAP .. L__W x ........................... Ld <br /> nk <br /> PER TIOTE J10 D!JL, <br /> NAILS AT 4"o.c. SHEET(15 w/(a) L-BLOMK <br /> (TYP.) 10dHx E1-1/2"AT BEIWND R 51 [•� P EACNOTE:IAP ATTACH WALL SHEATHING (M)ICAL ALL G ' AS11 IJJ <br /> TYPJ w/EDC£NAIITNG ALONG c) <br /> VERTICAL EDGE OF OPENING AND BLOCKS <br /> STRAP ._..... ......._.._......L_fit.............._.... A 5 <br /> ALL CONNECTIONS TO BE T <br /> (3)0.131-0 x 3•-1/4" '� L-BLOCK ���y <br /> 6 11AR.S U.N.O.AT ALL <br /> 2x4HF)'2 CONTINUOUS INTERSECTUIG OR ABUTTING `J <br /> BRACE APPLIED AT 1JEAIBERS.NAIL L-ONAIL w/ BCOCK it <br /> TRUSS <br /> TRUSS(OR DAYS <br /> LOCATIONS T"'07EO ON 6 0.131"d x 3-1/4"NAILS AT � (/9fi� <br /> i TRUSS AT ENO DAYS IF O <br /> OCCURS)PER TRUSS TRUSS DRAN'RTG. 12'o.c.AND tTAR.L-BIOCKS _ <br /> OCCUR <br /> ATTACH 10 TRUSS w/0A31"O x 3-1/4'NAILS <br /> Y_p'uAx BLOCK FOR <br /> BOTTOLI CHORD 0/ AT 4 O.C. STRAP �l y <br /> I 2-10d TOE-tWL AT �NA1�ti' <br /> EACH CHORD. ` City of Everett Permit Review sheet <br /> /22,TYP. TRUSS BRACING 0_BOTTOM CHORD w/ MULTIPLE TRUSSED BAYS. 2 WALL OPENING STRAP DETAIL EVERETT Status:Approved 8102/23 <br /> i 1 N.T.S •" "_*�" Digitally signed by:Terry L.POWCIL P.E. <br /> 10/11/2023 11:55:37 AM 3 <br /> E <br /> i <br /> Page 2 of 4 These Plans Shall Remain on Job Site Barrie Kenning, Plans Examiner <br />