2802 VICTOR PL 2020-06-03 - Laserfiche WebLink

r STALER DESIGN LLC RESIDENTIAL-COMMERCIAL 0 1——7 1— —I Q 23003 SSTS AVE w, .I W i I 0 1 I 42'-0' - -__.. ❑ ® ❑ 50CC "ED TERRACE.WA veoa3 Q •, 12'.7^ L_ 24 7'-10" L Y4 T-7" 14'-0' 0'ft \ b \A` 2X12 JOIST r O O O O ao Sir O� O RP2%TO OUTSIDE O O O O °o e8O z'c�� ® -[- i!s.� 5�- eei, y�� ♦ o'o y'�r y'� ® e'Gr y.�r 5.�t- y.�r �11`, \\1 ru I 0, -I mL. - 4 I 9 i...l G L 61-11]j.F-I f•� y.C1C I:1:,:„.. <- - \,� I I I 16"WIDE I -__ ._ _.. ..._. ,1j- �3J j I— THICKENED I © 1P r I I m " I- CO THESE DRAWINGS ARE COPYRIGHTED AND MAY 4 I I=C I [THICKENED 52 I I A NOTE:VERIFYALL IM ROUGH IN VCS .' • O IA I PLUMBING DIMENSIONS I : S ! U ® pl ,c2� OV c NOT BE COPIED OR REDRAWN WITHOUT THE WRITTEN PERMISSION F SIALER DESIGN LLC. USE F THIS OR PERSONS NAMED m I I I I I I- I I NOTE SCREENED LINES I'- � I J 2< - m CONSENT FROM HER USE ER OR,REUSE LLc. INDICATE WALLSAND 1 I @Q L ,�- 3 HPBEaNc�AHFIC Rr T„DCONSTRUCTION OF ONE I I -- I L— FIXTURES ABOVE I i I `/ n 6 �} STRICTLY PROHIBITED k. /$�'y/l' p I 1 I 1 ,I 4X10 BEARING WALL J L ©2I'AVE l oes ItN'lLc WITHOUT ry • LO -4 ♦ --._. L.% �. o ♦ D i O to �I ••••••••••••••.• T f C.L 512'X 11 7/8"FLUSH �7 L I I 14_ + —— —— 24• • ti's %- I ' L ' Apt REVISIONS a E L DESCRIPTION� DATE DE T- T BEARING WALL P I I 1 'm' I 0 _ 0.1..........1. 1 ,� ♦ N •'-" _ _]re HANGER IUS,.B/1. (TYP.) 11/20/15 CORRECTION PER CITU io 0030/15 PERMIT SUBMITTAL -/ ---- PS 51/4"%11 I I 0 'I 4 -°� SLAB ON GRADE _ y — — 1• — — — — — ; — — — _'I Nar J J ��+ — — — NESS > .DOER 2'THICRNESS R-10 RIGID INSULATION. 0 ® ? HANGER GLN 5.511 O OVER ti TI _ 4•GRANULAR FILL. I �� Io O 6 I I m I IT.OS.=498.SB I I � n al I 1 t 2 �' �M =� n m< Ore. PROJECT 4 J l DIAZ RESIDENCE c I I P �; `,� 2802 VICTOR PL �I I J ry�•o I q,SPI I EVERETT,WA 98201 �L_ J - ___ – ........- - CLIENT: W10X45(FLUSH) I I I r) iX L�_ .3__ ; MIIIMIL DIAZ WALTER& I I 0 \'''-, s�owho ^`� ' a ® s ' " 'aaospaBAUTISTA NANCY � � s o a o ri h1 • 2-CAR GARAGE 0 "' p N ©0 Ax 19208 48th AVE W 4"CONC.SLAB m ®� LYNNWOOD,WA 98036 SLOPE 3' ♦ I I-1� TO DOORS mON LI X31 a E/ SLOPE r m 2 T 1,,,,. \}"PERI' 01 (�(� �n SHEET NAME: dN L��EQ V ' FOUNDATION II 1 D I I Ip PLAN, II _ I _ ISL J �, NOV 2 3 2015 .� FOUNDATION ♦ , "' NOTES, MAIN ,B'6 OmCITY OF EVERETT FRAMING PLAN & 1 PermitServices MAIN FRAMING I S.- i MAIN FRAMING PLAN - �--- NOTES FOUNDATION PLAN N SCALE 1/4"=,'-o SCALE 1/4"=1'-0" C) FOUNDATION NOTES APPROVED •WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.VERIFYALL DIMENSIONSANO CONDITIONS IN THE FIELD •VERIFY ALL PLUMBING DROPS. p,L1 A M/ •STEP FOUNDATION PER SITE CONDITIONS •FOOTINGS TO BEAR ON UNDISTURBED OR FLOOR FRAMING NOTES oEUABI c4' VERIFY STEP LOCATIONS WITH DEVELOPER COMPACTED SOIL OF 2000 PSF MIN. '� •PROVIDE TEMPORARY BRACING AS REQUIRED BEARING CAPADT/MINIMUM DEPTH OF EMBEDMENT •WRITTEN DIMENSIONS TAKE PRECEDENCE n '1 % UNTILALI PERMANENT CONNECTIONS AND FORALL FOOTINGS SHAU.BE 18 INCHES. OVER SCALED DIMENSIONS.VERIFYALL DIMENSIONS AND CONDITIONS IN THE FIELD " STIFFENERS HAVE BEEN INSTALLED. •PROVIDE 4 x 4 PT POSTS UNDER BEAMS •FLOOR SHEATHING SHALL BE 23/32"T&G O.S.B. o 't (4 x 6AT BEAM SPLICES).PROVIDE RREQUIRED E UNTIL ALL PERMANENT SUBFLOOR APPLIED WITH LONG DIMENSION ACROSS olsiElA F1" •SILL 2/0 LT.(SODIUM BORATE PRESSURE TREATED) POSITIVE CONNECTION TO BEAMS CONNECTIONS STIFFENERSFEHAVE JOISTS,STAGGER END JOINTS.GLUE AND NAIL@ALL ••470NAL ENBn� SILL PLATES w/5/6"-x 4.0"0.HOR.TO BOLTSA .PROVIDE 112"MINIMUM AIRSPACE BETWEEN BEEN INSTALLED. PANEL EDGES AND OVERALL SHEARWALLS w/10d 323x1/4'WASHERSH 4'BOLT:.TO FOUNDATION CONCRETE AND WOOD.USE PRESSURE TREATED NAILS(Q 61 o.c.AND OVERALL INTERMEDIATE (TYR U.N.O.).ANCHOR BOLTS SHALL HAVE MIN.7" WOOD WHEN IN CONTACT WITH CONCRETE ALL HEADERS TO BE4x10 DF 02 U.N.O. FRAMING(012"o.c I--E.e✓mc I EMBEDMENT INTO CONCRETE. •COVER CRAWL SPACE GRADE WITH 6 MIL •ALL GLB TO BE 24F-V4 DF/DF UNLESS BLACK VAPOR BARRIER.LAP EDGES •NOTED OTHERWISE •FLOOR JOISTS ARE 11 7/8"TJI 110 @ 16"S.C. FOR LATERALAND 'FLOOR JOISTS TO BE 221s1-1 FR2 AT i6'O.C. 12"MINIMUM.EXTEND 12"MIN UP FDN.WALL ••SEE FLOORAND/OR FRAMING PLANS FOR UNLESS NOTED OTHERWISE. GRAVITY ONLY UNLESS NOTED OTHERWIBEAM SIZES. •USE SIMPSON HANGERS FOR SINGLE AND •PROVIDE SOLID BLOCKING ATALL •FLOOR SHEATHING SHALL BE 23/32"T&G OSB SPREAD FOOTING KEY BEARING POINTS DOUBLE JOIST CONNECTION AND SIMPSON HU PROJECT NUMBER: 2015-13 S R APPLIED w/LONG DIMENSION ACROSS HANGERS FOR ALL BEAM CONDITIONS. JOISTS,ISTS.STAGGER END JOINTS.GLUE AND NAIL 4 •■DENOTES SOUR BEARING UNDER DATE: 09-30-15 ALL PANEL EDGES AND OVER ALL SHEAR WALLS I- -I .454 POST ON 18'518'56" CONCENTRATED LOADS.USE(2)2CR -- AT6'WALLS.USECHECKED: W/10046'o.c.AND OVER ALL INTERMEDIATE 0 THICK CONCRETE PAD (2)2x4 AT 4"WALLS. •ALL WINDOW HEADERS TO BE SET ATV PLATES L. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE PER ELEVATIONS. DRAWN: LS FRAMING 72"o.c. SHEAR WALL NOTE: 18" • {SZ;DENOTES POINT LOAD FROM ABOVE --- •BEAMS TO BE C ID OF/{2 SEE PLAN FOR SHEAR WALL LOCATIONS STATUS. SUB-1 =4x4 POST ON 24"x24'58" CROSS HATCHED WALLS INDICATE • AT POST TO FDN. UNLESS NOTED OTHERWISE 0 THICK CONCRETE PAD COORDINATE W/SHEAR WALL SCHEDULE BEARING WALLS TO BE FRAMED WITH E'PB'POST BASES CONNECTIONS U.N.O.AND'AC POST CAPS AT •PROVIDE SOLID BLOCKING OVER L J w/(3)#4 EACH WAY FOR ANCHOR BOLT SIZE AND SPACING. 2x STUDS AT 16"0.C.MAX U.N.O. POST TO BEAM CONNECTIONS ..AUG. ALL SUPPORTS 24" ,„z„,.,SHADED AREAS INDICATE SOFFITED •I1 AREAS.SEE PLANS FOR DEPTH fINDICATES STRAP HOEDOWNS,PER PLANS, •ALL 40 HEADERS TO BE INSULATED WITH RIO RIGID LOCATED AT ENDS OF MAIN FLOOR SHEAR =4x4 POST ON 3092,01:8" •ALLVOID SPACES TO BE FIRE AND DRAFT INSUL(TYP) WALLS ABOVE. INSTALL PER DETAILS ONTHICK CONCRETE PAD STOPPED PER IBC SHEETS S1 AND S2 AND MANUFACTURER'S . w/(4)44 EACH WAY • SPECIFICATIONS. SEE R/S2 FOR RETROFIT ®J 30^ HOLDOWN. / I c 1 01;10 D )/ PLOT SCALE:1:1