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BLD2020-0601+OLD Calculations+6.10.2020_2.55.06_PM (2)Page 1 of 13 ss Engineering Design Inc MAUREEN OVER DECK STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2015 IBC 831 SOMERSET LN, EDMONDS, WA Job Number 20039 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Page 2 of 13 Results for LC 1, Service Dead Full Model OVER DECK.rn Page 3 of 13 Ross project: MAUREEN OVER DECK by: RR sheet #: Engineering location: 831 SOMERSET LN, EDMONDS, WA date: 5/28/2020 Design client: THE LEREN COMPANY job #: 20039 Inc Governing Codes General Wood - Loads - Concrete Wood Floor Loads Dead Loads Live Loads International Building Code - 2015 ANSI / AF&PA NDS - 2015 ANSI / AF&PA SDPWS - 2015 ASCE / SEI 7-10 ACI 318 - 14 Decking 4.00 psf Gyperete Sheathing Insulation Sprinkler Ceiling Lights Joist Mechanical M isc 2.00 Total 6.00 psf Balcony 60 psf Page 4 of 13 F 1 F19 F36 F 2 F 0 F 7 F 3 F3 8 F 4 F4 F9 F 6 F10 F 6 F S F 7 Loads: Envelop Results FOUNDATION KEY PLAN OVER DECK.rn EL: Page 5 of 13 / �20 J24 J25 m J27 J28 J77 J105 m J76 ■ J104 J75 I J103 m J74 J102 J73 ■ J101 J72 J100 J71 J99 ° J70 m J98 J69 J97 J68 J96 J67 J95 J66 J94 J65 ° J93 M m J64 J92 ■ J23 ■ J26 a m m J29 ■ J134 m J133 m J132 ■ J131 J130 J129 00 J128 J127 J126 ■ J125 J63 191 21 J78 J79 J80 ✓7�9 J85 J86 J87 m J137 J90 m J136 J108 J115 J111 J113 J110 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead DECK J81M J81 m J84 J82 J88 J106 J109 J112 J114 J116 J148 J147 J146 J140 KEY PLAN OVER DECKA Page 6 of 13 Ross project: MAUREEN OVER DECK by: RR sheet #: Engineering location: 831 SOMERSET LN, EDMONDS, WA date: 5/28/2020 Design client: THE LEREN COMPANY job #: 20039 Inc DECK TYPE MAP Dear Type As Applied None Exterior Ded AREA LOAD MAP Area Load wl Default None &alcany lint Tub Page 7 of 13 �a 6-66 W IIRISA ggA*j5 i§ W A NEMETSCHEK COMPANY j q(;t4 -a E W t CCC4 �iEea�aeEa£e i AL a66E a~i-A-8t NNMI j D60 " d e-CE ' a ba cC k i aUEea a EMAIli K N acaq pgjpp-i a s N-&=i e- a cl (�&c M k M N W W MR 0 a c nl�-P" i s s &i -&=d E a gi bH=ca -k k q10 N w IP NPR P e c pgjpp-i a s ki -&:d e- a b laE WO N w W NPR e c r a PAP-1 a s aei -jb=1 &IQ a L Ict p ii N w P MR R O(J JNiJb=a c= ••a -a d a H k a -4=Rl OQc NKb I a c I "i a- N ♦Q ♦Q MR S MAU=a c:F aA d a a -a k a -A£R ,NKb I a c I r k " i N ♦Q W MR T e o "i i "' ' i ad" E m I a c grwe-aH gm i a- N ♦Q ♦Q NPR U i s i • i qd &i NVb 9as ie-a i a- N w W NMPR V rm=Chqm6l i ei a k L" ei a- N W W NPR NVI mq=&ijw6i i ei a k L" mq=&ng6i a- N w W NPR NV *M i ei a k L^ OM. a- N IQ IQ w ND Lnq *0 1 ei a k L" mq=NY a- N w w w NP mQ=&ND i ei a k L^ mQ=&NX -n a- N IQ P NPR z&i% i ei a k L" mqzsiwt -n a- N w IP NPR NR o fd fa i ei a k L^ o fd fa a- N w W NPR i 6ica :t c c cwjt 6Eei.-8e i AEa c Aaae i c i aaea c i =aea c "ea b=aea b NR3eea a 66 E a 8Mgal86&- &TfreEei,-te a 8454 c-Ge 0 fp"c (tq eS Ea?* a=Wf V===* I Kq*KgWp M�0v1�PV �i �Ea i E� NJ i ' fy A i ' p y s b o � b ' h i� mr( EbN Page 8 of 13 �a 6-66 W IIRISA ggA*j5 i§ W A NEMETSCHEK COMPANY j q(;t4 -a E W NNAU-- j a Ee►a EA>EAiar a �rr•era 6Eeie i n GKim7 n... iT iGfr o; n Gr6®7 n..iT r a*ea dt &E-:i c-Ge i -4Fa Arria F men i iaA rmilin I aAd i i -AA i i =n ib ci iaak a mi r-rla&h1 ca Aa��iarae i -AFa nr.a"F' �iFN�lr-� �iFl�lr^ANaZ-iFi�lr�t�(-iFlf�lr�,� �iFliilr-lira'-iFN�lr�llira' �iFl�lr-airs'-iFlf�lr�llira'-iFl�lr��ir.a' �iFNilr-,11ira • -: -. � ��©111111111111111111 � • .:., • ��©f�©1111111111111111 n 1 .: .` - 1 ��©®0�011111111111111 ca Aaa�i�a� Ee�a i -AFi Anfr. a nFa& ar.isra`(:I ' rK�rraa Fff< t rrr. t rrr..:n*..( raA iF i-araiai rasFAia,.a N EeA=aE KI vEe v § vB v9 vB vB vEe vB 0 p EaaE vEs vEe vEe vEe vEe vEe vEe vEe P Ea A=a 4i=p Ni.VR v Ee v Ee v E§ v L v L v Ee v Ee v Ee EffA=a h *i=p NNR vEe vEe vL vL vL vB vEe vEe E--a = c c6p i a s -e64# ct cc OW / r k a A qfl k -Aia pjbE bn6 j -8E� _EaQibbb� NBC i M i ai did -i pO-& i..FA i gkk i F7 kg:a—i—=ki4W ofp"c(tq&s --i a64 i E:t NJ i ' fy A i ' p� sbo=ab' h Kfk-- irrOE� > 0 U, w 0- 0 di 0- �10 m �t K i m D '0 0 v tail n; on,: 5 �1� D� �F z u: u �o s m, U n• n� n; D= �= m• h w W pp N;:,c,, � u6 [76 W (6ww c`6r�W �� U^ cr m aa., I R. 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Al Cl) I 3:3:3:3: 4 4 Page 13 of 13 Rossproject: MAUREEN OVER DECK by: RR sheet #: Engineering location: 831 SOMERSET LN, EDMONDS, WA date: 5/28/2020 Design client: THE LEREN COMPANY job#: 20039 Inc Foot Allowable Bearing = 2000 psf Footing Max Base Bottom Start Material Material Width Result Footing St Loc [ft] End Loc [ft] Length [ft] Reaction[k] Label Top Floor Floor Point End Point Type Set (in) (psf) Check F2 1,25.5 3,25.5 2.0 3.52 F2 FOUNDATION Base N3 N4 Concrete Conc3000NV\ 24 881 OK F3 1,18.5 3,18.5 2.0 3.05 F3 FOUNDATION Base N5 N6 Concrete Conc3000NV\ 24 764 OK F4 1,12 3,12 2.0 3.17 F4 FOUNDATION Base N7 N8 Concrete Conc3000NV\ 24 793 OK F5 8,35 10,35 2.0 2.94 F5 FOUNDATION Base N9 N10 Concrete Conc3000NN 24 734 OK F6 8,30 10,30 2.0 3.71 F6 FOUNDATION Base N11 N12 Concrete Conc3000NV\ 24 927 OK F7 8,25.5 10,25.5 2.0 3.61 F7 FOUNDATION Base N13 N14 Concrete Conc3000NV\ 24 902 OK F8 8,18.5 10,18.5 2.0 3.67 F8 FOUNDATION Base N15 N16 Concrete Conc3000NV\ 24 917 OK F9 8,12 10,12 2.0 3.42 F9 FOUNDATION Base N17 N18 Concrete Conc3000NN 24 856 OK F10 8,6 30,6 2.0 2.36 F10 FOUNDATION Base N19 N20 Concrete Conc3000NV\ 24 591 OK F11 15,35 17,35 2.0 2.21 F11 FOUNDATION Base N21 N22 Concrete Conc3000NN 24 553 OK F12 15,30 17,30 2.0 2.63 F12 FOUNDATION Base N23 N24 Concrete Conc3000NV\ 24 658 OK F13 15,25.5 17,25.5 2.0 2.56 F13 FOUNDATION Base N25 N26 Concrete Conc3000NV\ 24 639 OK F14 15,18.5 17,18.5 2.0 2.72 F14 FOUNDATION Base N27 N28 Concrete COnc3000NU1 24 681 OK F35 15,12 17,12 2.0 2.41 F15 FOUNDATION Base N29 N30 Concrete Conc3000NN 24 603 OK F16 15,6 17,6 2.0 3.38 F16 FOUNDATION Base N31 N32 Concrete Conc3000NV\ 24 846 OK F17 23,12 25,12 2.0 1.62 F17 FOUNDATION Base N33 N34 Concrete Conc3000NV\ 24 404 OK F18 23,6 25,6 2.0 3.39 F18 FOUNDATION Base N35 N36 Concrete Conc3000NV\ 24 847 OK F19 23,35 25,35 2.0 1.79 F19 FOUNDATION Base N37 N38 Concrete Conc3000NN 24 448 OK F20 23,30 25,30 2.0 1.41 F20 FOUNDATION Base N39 N40 Concrete Conc3000NV\ 24 354 OK F36 1,31.769 3,31.769 2.0 4.32 F36 FOUNDATION Base N67 N68 Concrete Conc3000NN 24 1080 OK F37 26,1 28,1 2.0 0.81 F37 FOUNDATION Base N70 N71 Concrete Conc3000NV\ 24 202 OK