3201 SHORE AVE 2021-04-01 - Laserfiche WebLink

• E .9 +A-53-6' l s a .A-21-5' ./-1,'.G, o - i g mvt, a I_ A. m Y .:c-Q.) 3 r---1 51 {56 d A • E L r I I f , 1 IU _ °ter IL__- ■_ L STRUCTURAL NOTES -y� I ICI 4 I 1 �° DESIGN LOADS v ..22�4� .o N -- F'G I-- ROOF ROOF LL=25 PSF(TILE) if) € ^ \ CsT o II 1 1 V - s1 RE FLOOR DL=10 PSF (3�1� a) Z e Sro ■ DBL 2X10 RIM JOIST-- oR cs,�3. 1 1 LL=40 PSF W " .c'�c��60 S .(� �HGR' 1 k9 "Y \O 'P I.I I .�L w c��o 1 1 r. 11� OSTS:EXISTING ~ �`R �,--I _ _ I, �'. _ _ _ _ NOTE PROVIDE LU528 HANGERS Q ALL FLUSH I �`4 ml IO 52 56 ! FRAMED ENDS LE. \ `--, I J __.. _ROO TRUCTURE� Imo. 2X10 FLOOR JOISTS c 12 OC X Ni' HEADERS:EXISTING I I , VrTT� I ) �, II M T N ---- P o .I -5n I SEAMS' 0 ..._ � I j B1: W 10 X 26 1 I Cl A Ts _..7.1 HEADER I I I 82: W 16 X 40 v pl E0 3" <\�‘> _\ ;. •i 4 I I.. F.. B3: W 16 X 40 Q ., 1 _--..-- -I I �..__ ___._ O COLUMNS /�/�� N +- r_.11.,IPPPt , m �v Q j j Cl: 3 X 3 X V4 STEEL TUBE /�W 1- r1 I X 1 n _ I j 2X10 FLOOR J ST5 6112'OC ■Y �S(� I I I V - - - ! ` ' i-�-- V 1 l�l) / , ' - 1 I HANGERS. I /( • _I� L-' f� _ Dc�'.FLooR FRAMING 52 5e _._ .- __:__._.B2-._ _ ._.- _ •S GRV U 210-2 CS I J I I.I I LI I i �_ - _. Cl _ C..... . A j . RooF sTR aE HGR2:HGU3.63-SDS IC +- 1 " r tic II`` 1 > V • 55/As, _ _ - 10 NOTE PROVIDE SOLID FRAMING IN JOIST SPACE TO O m ,.,, -_-. __, __-_ -. _ _.__. -__. _..... - 53! ® I'' ;I I x FOUNDATION FOR ALL POINT LOADS ABOVE N Im Y ; s 11 W I_ _.._ __ _ o I 1 1 qOq 55/A3 I,—.-- i� / .., NV I I 1 • m - • - - Ii j A •' I r=� r 1',j IIj I ' V I i�l A 52 I 56) I j II II II II 1 I 1_2 I ,I' FOUNDATION PLAN UPPER FL.FRAMING PLAN Cl -Ca 01 Scale:1/4'=1'-0' Scale:1/4"=1'-0'. — (i) G SCHEDULE SPREAD --_----__ Z # 6 D 10' 'REINFORCEMENT NOTE: TWIDTHiDEPTH 4 W CONTRACTOR TO CONFIRM EXISTING FLOOR FRAMING AND 50 I 2- (3)tt 4 EACH WAY FOUNDATION 2050210N5 PRIOR MD CONSTRUCTON. 64' 42 3-012' (4)St 4 EACH WAY GENERAL STRUCTURAL NOTES n INACCURACIES OR OMISSIONS ARE TO BE REPORTED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO START OF 48. 4'-0' 12' I (5)5 4 EACH WAY LL CONSTRUCTION. (THE FOLLOWING TO BE USED UNLESS NOTED OTHERWISE ON THE PLANS) J FTIPN LEGEND A.GENERAL ~ D PROPOSED FOUNDATION ALL MATERIALS,WORKMANSHIP,DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE(2015 1~` DCISnNG FOUNDATION TO CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR U TO CONSTRUCTION.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN nD� D - QC COMPLETED IN ACCORDANCE WITH THE PLANS.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, - fi 1-—1 SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS,CODE ' I— L_J POSED FOOTING SPECIFIED LATERAL LOADS AND MAXIMUM EXPECTED SERVICE LOADS.NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY () (II _ ERECTION PROCEDURES.ANY PROPOSED FIELD CHANGES AFFECTING THE STRUCTURAL ELEMENTS SHALL BE DISCUSSED WITH THE ENGINEER OF RECORD 1 0 1 EXISTING POST ff FOOTING PRIOR TO FABRICATION OR CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL ENGINEERING REQUIREMENTS CAN BE INSTALLED PER THE ORIGINAL DESIGN PRIOR TO CONSTRUCTION.SHOULD FIELD CONDITIONS NOT ALLOW THE STRUCTURAL ELEMENTS TO BE INSTALLED PER PLAN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. B.DESIGN CRITERIA ROOF LIVE LOAD:25 PSF ROOF DEAD LOAD: 15 PSF WELLER CONSULTING ENGINEERS,P.G. FLOOR LIVE LOAD(RESIDENTIAL):40 PSF FLOOR DEAD LOAD: 10 PSF 21925 8TH PL W I. ALLOWABLE SOIL BEARING: 1500 PSF SOTHELL,WA 98021 (425)488-9888 C.CONCRETE -- ---- - -_-- - - (.CONCRETE SHALL ATTAIN A 28-DAY STRENGTH(fc)OF AT LEAST 3000 PSI,FOR WEATHERING.THE MIX SHALL CONTAIN NOT LESS THAN 54 SACKS OF mu,vvs,. nns: ENGINEER REVIEW KG 70/7/2010 j CEMENT PER CUBIC YARD.NO SPECIAL INSPECTION IS REQUIRED FOR DESIGN BASED UPON 2500 PSI STRENGTH.REINFORCING STEEL SHALL BE DEFORMED THIS DRAWING HAS SEEN REVIEWED BARS CONFORMING TO ASTM A615.ALL!14 BARS SHALL BE GRADE 40,fy-40 KSI.ALL OS BARS SHALL BE GRADE 60.fy=60 KSI.LAP ALL CONTINUOUS ctvaseoa,.DAM PER THE ATTACHED CALCULATIONS REINFORCING 30 BAR DIAMETERS OR 2'-0'MINIMUM.PROVIDE CORNER BARS AT ALL WALL&GRADE BEAM INTERSECTIONS.ANCHOR BOLTS TO BE REWARD e,.DAM G PREPARED BY WELLER CONSULTING ENGINEERS,P.C. MINIMUM s/s"DIA^r BOLTS EMBED A MINIMUM OF 7^. D.STRUCTURAL STEEL Rm.:nay.DAM `' ,JOB. 18-01S,J _.. DATE: 10/2/18 I.STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A992,fy-50 KSI,STRUCTURAL TUBING SHALL CONFORM TO ASTM A-500,GRADE B.fy 46 KSI. 2.ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX SHEET ELECTRODES.WELDS.UNLESS NOTED OTHERWISE,SHALL BE 3/16"CONTINUOUS FILLET WELDS.SPECIAL INSPECTION SHALL BE BY A WABO CERTIFIED INSPECTION AGENCY.OR BE PERFORMED IN A WABO CERTIFIED FABRICATION SHOP.SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP ,I2 I , CERTIFICATION SHALL BE AVAILABLE ON SITE FOR INSPECTOR. L - 3.MACHINE BOLTS SHALL CONFORM TO ASTM A307. _ \N