5117 SEAVIEW WAY 2019-09-19 - Laserfiche WebLink

1'-1" 4'-10" 13' 13' 13' 1'-1" " ,,:• 2 x Ix BEAN MDR BRIDGING 2•6 0 1— 6 v 6 POST MIX TIGHT BEARING) L_J L_J L_J L�J L_J 1 —HANGERS I I i r1— 1 1 i E I I 1 di I ` I I I 1 I 1 H=1-----4±,--1 I i 1 I 1 1 -1 — North 1X a LEDGER WE(2) (® - k81GE101.01,2AL13531 C" ED IP®GE olsLLr.(Iwro mxx¢nBN PROPOSED DECK-FRAMING PLAN MOEFACEO BEYOND INeGEFICEGF RMED) SCALE: 1/4"=1'-0" /// /'7 zLNIS TTIE '% i 0 1 2 3 GFT _ GRAPHIC SCALE : ........ 4...... _— 1 x 3 ak _� II 3x3 POST 1217 @5"-0"'O.C. Lateral Load Device with Joists Perpendicular to Deck Joists. /— -".� SAFETY threaded rod,may be cam•; 6mm TEMPERED asloped up to way f Z) '-=K-�� GLASS 6 ft.min. j away from the house �I/�/ 14.)1/2 0 LAG-BOLTS extent of blocking ::..::::. .............................................. ....... 6„tong ,, ;y;}; .:.;};};.!:.•.7f.1:!.!.fs.!.!.!f. .!..f!:f.•:. attach blocking to deck w/ i I fa tei1ers per Table 5 ��/ '" �� ON 5"STEEL PLATE .>B ........ ..................................Cx':::::::::.:::::::. 10d nails at 4'o.c.staggered ( I hold-down or similar 8-0'F.F :: :: :: : :: :: provided by the manufacturer :::::•:• � - ! 1 tens on device ,/y MAIN LEVEL �i —11X-1r- Ar - --",,°c-- � _ /j"-- EXIST. kJl 1l�l��11llll'N deck joist / I 2X6 BLOCKING 0--- cg FLOOR JOISTS tl'tI 2 x 6 JOIST(�16"O.0 �'•�)� II II li iid,,�� / ( s/// r--- 2X6 BLOCKING ��_� 3l� ��/"' J�� EXISTING 2X6 PLATE I I SEE SHEET A2.5J— blocking.9 ocks 9�J sollU t or .% I I FOR ATTACHMENT mi I fit sncl CONTINUOUS LEDGER :),,,-;car > BRIDGING 2 x 6 I I INSTRUCTIONS PER minimum t thick ay and FLASHING 2X4 PR.TR. �I I MANUFACTURER solid joist) joist hanger I ) i: (fornon-ledger deck, —beam&edgt "SIMPSON"LUS26W/ ='-�i blocking,or framing angle) for non-ledger decks RIM JOIST "SD9112"FASTENERS 2" AIRSPACE -II / .- a 2 x 6 ;_ DECKING ) A2.4 2 x 10 BEAM a8'-0'F.F �. MATERIAL \`_ %.' _' _�/ (FLUSH TIGHT PROPOSED 2X6 WALL ! MAIN LEVEL V V _-4..--:.=-•D.E...-:7-4 I.,- R-21 INSUL. �\! 5' BEARING) FLOOR JOISTS IIII,11 i NOTCHED ■ C 2X6 STUDS(PRESS TRIO)AT ,'1 /:. .; 2 1/2 �I'' 10'-0"MAX oc IIF NOT TIGHT "`, POST SEE EXIST.2X6 ►� i DETAIL B- PLATE 11 2x6 FIT,USE FIRESTOP FOAM TO _j i. DECK JOIST SEAL) i. A2.4 7 / HOLD-DOWN DEVICE ! g MIN#750 CAPACITY EXISTING CMU WALL {.'i 1111/00 AT 4 LOCATIONS I / i 6 x 6 POST (2) 1/2" 0� EVENLY DISTRIBUTED R-10 INSUL. � .• THROUGH BOLTS t ALONG DECK&WITHIN 2 PERIMETER OF SLAB i i ~' 00 e OF EACH END OF THE ilia WITH WASHERS - ' A A LEDGER HOLD-DOWN i " 01--0 DEVICES SHALL FULLY � '-0'F.F GARAGE I: %:6.: ' 0 ENGAGE DECK JOIST Y BASEMENT i• '..i :i I I. PER HOLD DOWN , LJ 1 MINEMANUFACTURER PRESSURE TREATED INS....._;.. ' 12"x 12"" CONCRETE 6X6 POST W000 FOR ALL - .....;. .; '..r►za i PARTITIONS IN CONTACT _t. ! .:• ! BLOCK P.T.2 X 8 LEDGER W/(2) WITH THE CONCRETE LEDGERLOK"FMLL358"OR NOTE:ALL EQ.@ 16"O/C(U.N.O.)MIN lill HARDWARE TO BE 2"EDGE DIST.(TIP TO COMPATIBLE W/P.T. EXTEND FULLY BEYOND NOTE:ALL HARDWARE TO MATERIAL INSIDE FACE OF RIM BD) BE COMPATIBLE W/P.T. MATERIAL eil) DECK DETAIL 2 DECK DETAIL/ SECTION A (#1)(#4)(#5) B NOTCHED POST SCALE:1/2"=1'-0" A2.4 SCALE 1/r:1'-O" A2.4 SCALE: 1-1/2"=t-0" DATE: REVISIONS: PAGE No: 12-20 Mark nate Project Name: Construction Company: . l:/..711, 0 09-21-18SHEET: A 10.02.18 CHRISTIAN PEREZ PROPOSED DECK FRAMING PLAN — 5117 SEAVIEW WAY,EVERETT,WA 98203 PARCEL#:00567900300702 Drawn by: A2.4, &INSULATION DETAILS — ARKITECH 425-2403370