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NT <br /> • <br /> og <br /> , � �� <br /> SHEET INDEX L <br /> „Y w Yn <br /> 1/4 PLAN/SECTION/DETAILS o c c -0 0 <br /> 2/4 NOTES AND DETAILS a 'al `-0- a <br /> 0 <br /> 3/4 DETAILS o-0 0 o J <br /> 4/4 ELEVATIONS <br /> (2) 2x10 DFL#2 (2) 2x10 DFL#2 COMP ROOF OVER CODE APPROVED VAPOR <br /> RAKE BEAM PER RAKE BEAM PER BARRIER OVER 7%6" OSB SHEATHING <br /> DETAIL 5B/2 DETAIL 5B/2 (2) 2x10 DFL#2 NAIL SHEATHING w/8d AT 6"o c AT DETAIL 8/2 AT INTERIOR n <br /> 24'-0" RAKE BEAM PER PANEL EDGES AND 12"oc IN FIELD % DETAIL 5B/2 AT ENDWALL <br /> ' DETAIL 5B/2 /� DETAIL 10/2 <br /> 12'-0" 12•_0, 10'-0. <br /> PURLIN PER DETAILS \\�A//� <br /> 3/2 & 4/2 \� R �/\ 12 _ <br /> �}o +o` .o \\' ' q PURLIN PER/2 DETAILS3/2 iSc U <br /> �6x12 HF#1 6x10 HF#2 "�� � DETAIL 9/2 ^ <br /> >- CORNER HF#1x12 6x12 HF#1 , ENDWALL CORNER 1 z EAVE—��� 1�2 a o <br /> m POST 0 ENDWALL \ POST POST = OVERHANG PER —_ o_ <br /> cn �ll <br /> o a z POST 1 1 w DETAIL 2/2 _ �;I. <br /> o'o > TRUSS SUPPORT BLOCK TRUSS BY OTHERS suoisiwar <br /> -, Iow 0 <br /> I PER DETAIL 1/2 w/BRACING PER DETAIL I / <br /> 0' 4"CONC FLOOR - ,' <br /> x w in i- 1/1 RAKE BEAM <br /> o z 1 $_ ,6x12 HF#1 '6x10 HF#2 I OR RAFTER 1 <br /> III <br /> c> 6x12 HF#1, . INTERIOR 01 POST 6x10 HF#2 = POST PER PLAN ( PER PLANISIDEWALL ` POST ` - -- CORNERPOSTPOST w 5 8" T1-11 = WO a- - ---TRUSS 27 36"x80 w / ENDWALL POST <br /> r — — — _ 0 PANEL SIDING w3s TRUSS 3s _ DOOR _ NAILED PER _ BEYOND FOST PER PLAN an' 6 ___ NOTE 11 2 h GIPTS PER DETAILS u' UT/ POST PER PLANxz YPOST AT THIS WALL TO BE12�' xN /� 12/21 I <br /> m COVERED WITH (2) LAYERS 0' a / ' <br /> N 0D CI,Z 5/8" TYPE X GYPSUM WALL it CO (2) 2x10 DFL#2 I� ? Z <br /> o - BOAR' N w Z RAKE BEAM PER DETAIL 1 3 I 0 <br /> 0 0_ II <br /> /` -4" CONC SLAB <br /> _ m w Q By.7 oI DETAIL 5D/2 U�w 6x12 HF#1 oo-c // ' Wo z ENDWALL 3 1 __� , ��II <br /> ``' POST '� Z <br /> v 6x12 HF#1 u , 6x12 HHF 1, ` .</%`/'<i\i', 1 , I \\j\j \\�,J. z <br /> CORNER biz CORNER# \�/�//�//�. '—'----- - - r\�\\/\j/ Q <br /> i POST -- - - 49 _POST - vv\/// I 1 36"0 x 5' 0" DEEP-+� \\ \i\ J <br /> \ Cl_ <br /> 11 V , �\ \ INTERIOR POST FOOTING PER 1Q �\\j <br /> 30 30 i\ DETAIL 16/2 ' \\.� <br /> Oz - . ___ __ 40"0 x 5' 6" DEEP 27 x 5'-0' %\ <br /> 36"0 x 5.-0" DEEP SIDEWALL 40"0 x 5'-6 DEEP-'� ' ENDWALL _POST FOOTING PER I DEEP CORNER AND <br /> 1 HR FIREWALL CONSTRUCTED PER (2) 2x10 DFL#2 POST FOOTING PER DETAIL 16/2 ENDWALL POST FOOTING DETAIL 16/2 t MAN D007 POST , <br /> (2) 2x10 DFL#2 DETAILS 1/3 AND 2 3 1 PER DETAIL 16 2 J FOOTINGS <br /> / / RAKE BEAM PER 30"0 x 5'-3" DEEP CORNER l / 30"0 x 5'-3" DEEP <br /> RAKE BEAM PER DETAIL 2/3 POST FOOTING PER DETAIL 16/2 1Q `__ "� _ Y ____ 1 CORNER POST FOOTING PER ' PER DETAIL 16/2 p v1 <br /> DETAIL 2/3 DETAIL 16/2 17 o—I z <br /> TQ 24'-0" SPAN -A10'-0" SPAN t PA ?a <br /> EMBEDDED POST FOOTING SCHEDULE �L1 m o <br /> 0PLAN SECTION THRU BUILDING WITH LEAN—TO W <br /> SCALE Y4"=1'-0'• 27 6x10 POST EMBEDDED IN XO <br /> 27" Dia x 5-0" DEEP FOOTING WITH— ^ r� (\ E 27 CONCRETE BACKFILL PER DETAIL 16/2 1 N T.S. o Ct E -5 <br /> F- <br /> P 7 6x12 POST EMBEDDED IN 3 A <br /> 30" Dia x 5-0" DEEP FOOTING WITH LL <br /> 30 - CONCRETE BACKFILL PER DETAIL 16/2 ALL EXTERIOR WALLS TO HAVE 5/8" T1-11 (OR 7/16" ROOF TRUSS NOTE <br /> -- <br /> OCT023 _ LP PANEL SIDING) PANEL SIDING SHALL BE NAILED 1RUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2018 IRC <br /> OCT 0 9 WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4"o c (INTERNATIONAL RESIDENTIAL BUILDING CODE) THE TRUSSES SHALL <br /> P.T 6x12 POST EMBEDDED IN BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE <br /> ALONG PANEL EDGES AND 12"o c IN FIELD ALL <br /> 36" Dla.x 5-0" DEEP FOOTING WITH STATE OF WASHINGTON THE TRUSS CONSTRUCTION DRAWINGS AND <br /> 3s EDGES OF SIDING TO BE BLOCKED FOR SHIP-LAPPED <br /> _ CONCRETE BACKFILL PER DETAIL 16/2 CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE THE ENGINEER <br /> CI EVERETT EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d PERFORMING THE DESIGN THE TRUSS DESIGN SHOULD BE REVIEWED <br /> AT 4"o c IN ACCORDANCE WITH MANUFACTURER'S FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS <br /> P_LI P.T 6x12 POST EMBEDDED IN SPECIFICATIONS AND THE REFERENCED BUILDING CODES, AND APPROVED FOR <br /> 'Services 40" Dia 5-6" DEEP FOOTING WITH CONSTRUCTION BY THE DESIGNER OF RECORD FOR THE APPROVED <br /> z D[404 SIDE Ir 40 CONCRETE BACKFILL PER DETAIL 16/2 DRAWINGS, PRIOR TO FABRICATION AND ERECTION <br /> LB' u <br /> BRACE I= <br /> PURLIN LED <br /> P.T 4x6 DOOR POST ON 12" Dia x 24" <br /> 12 DEEP FOOTING WITH SAND BACKFILL Permit#: B2304-053 © llV \ <br /> w I > <br /> YM © Site Address: 2303 EVERETT AVE R <br /> w <br /> nF osc11 Owner: CHAUDIERE ARON D&SAMANTHA J III w <br /> I App. Date: 4/11/2023 1 <br /> AUG 1 8 2023 J I <br /> PURLIN <br /> Permit Type: RESIDENTIAL BUILDING <br /> n Subtype: ACCESSORY STRUCTURE (NON-DWELLING CITY OF EVERETT " <br /> OUT BUILDING) Q <br /> /#20P/CE <br /> CA <br /> Permit Services <br /> CATIONSDescription: 773 SF POLE GARAGE, NO HEAT ORON TRUSSG THESE DOCUMENTS HAVE NOT BEEN PLUMBING / �0 <br /> L APPROVED FOR THE ISSUANCE OF y" RY <br /> 2-10a TOE NAIL y-`'o�-•,s,.,, <br /> EA SIDE PUBLIC WORKS, MECHANICAL, FIRE Reviewed By: + - ,,,.x- - Date: I `���i <br /> SUPPRESSION, ELECTRICAL OR 1 ...., ,,- <br /> 1,,, <br /> OTYP TRUSS BRACING C ROT CHORD w/ ONE TRUSSED BAY _ PLUMBING PERMITS Office Set Job Site Set rs"ON���t�i` sheet <br /> R, <br /> 08/04/23 <br /> I 4 <br />