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RTU PER <br /> MECHANICAL <br /> (4')F10 SS MTL SCREWS EA <br /> SIDE OF CURB ADAPTOR <br /> TO UNIT,(16)TOTAL <br /> CURBADAPTORSY <br /> OTHERS,18 GAMIN <br /> (4yt10 SS MTL SCREWS EA <br /> SIDE OF CURB ADAPTOR <br /> (E)CURB 70(E)CURe,(16),TOTAL <br /> (E)CURB ANCHORED TO (E)SHTG <br /> FRAMING,480'AT EA <br /> CORNERASSUMED <br /> 7.5 ror3 3 ronl <br /> (E)2'x2-SLEEPERS <br /> 24'OIC MAX <br /> �-D <br /> (E)STL JOISTS BELOW UNIT, <br /> VERIFY ALIGNED WITH LONG SIDES <br /> OF(E)CURB AS SHOWN = <br /> g9.WA0/a„soy <br /> r KINGWORKS RTU 182ANCHORAGE DETAIL <br /> STRUCTURAL N9R•D' <br /> � 4 � 51797 sC 4Q Proled'camber 23113 <br /> P°�� "PAL FN°°��e� ENGINEERS Date SSK-02 <br /> -roAl S TOtS SSf <br /> DNA IE� D D—by BOHNSON <br /> eeOUDDnt St,Sul[e a 3607148260 <br /> mnpnem,wA gazzs ww.Hae worxs com ChrpkeE aY BJOHNSON Sege 1'=1'0' <br /> RTU PER <br /> MECHANICAL <br /> (4#10 SS MTL SCREWS EA <br /> I SIDE OF CURB ADAPTOR <br /> (gk 1 rJ I7^ D I f TO UNIT,(16)TOTAL <br /> 1/J� CURBADAPTORBY <br /> R-00E FLAA OTHERS,18GAMIN <br /> 41GCAI.9�y3n =2—QIy (4#10 SS MTL SCREWS EA <br /> SIDE OF CURB ADAPTOR <br /> TO <br /> TO(E)CURB,(A)TOTAL <br /> (E)CURB <br /> (E)CURB ANCHORED TO (E)SHTG <br /> FRAMING,p8x3'AT EA <br /> >. CORNERASSUMED <br /> I V I I1 1 1 <br /> o 2't-O — Z�+-01 �-- 7— 24-o' ,� Zit -o — <br /> (E)STL JOIST ALIGNED 2P 0/C MAX EPERS <br /> WrrH LONG SIDE OF <br /> CURB <br /> (E)STL JOIST OFFSET <br /> II LW (NEW) 691 L5 FROM CURB <br /> 3 3 S S.JOyNs e'MAx <br /> C�) 1�08 Lb'S 00 7!{l 0•<�of WASH-°y <br /> y KI NG W O R KS RTU 3,4,8 5 ANCHORAGE DETAIL <br /> e#_Z' (NEW) 956 Lb's Boa # 1 6,22 3 STRUCTURAL NSR•DAVRA <br /> L�-i:sJ q� 91767 �AyR Protect number 23113 <br /> 23e-o - �O RUDIURAlFN4�rv��� ENGINEERS Dal, 64723 SSK-03 <br /> LI x 63,5 ASS/ONAIE�t a D—by aJol+rvsoN <br /> 600 DVDomr st.s82 a ezfio <br /> S n Belnnq WA 9e2x3 tiny w Chaketl by BJOHNSON Scale 1'=1'-0' <br /> 46.75nvC 82 .,,mow ,a..o w em tmm w asvrm ucmu sRu <br /> N egNu sta <br /> oA.l <br /> 3/ , STRUCTURAL CALCULATIONS <br /> 101-D FOR <br /> TYR OF� <br /> P.�AM North Sound Refrigeration <br /> (VIEW, l l)O L6" [NEW m09 Davrta <br /> 8730 Evergreen Way <br /> Everett,WA 98203 <br /> (E) 1 05a Lb`s C )7 Il Lbl5 <br /> Toa �s n Code 2018 international Building Code <br /> ET <br /> L j�K IP-L V.If:Pj T'��''E�7 E <br /> 1 NLoatls Exrsting Roof 1�11 �/ 2 Dead 20 psf <br /> -loll P , / 'I q'I L 1 W60 It I' "'l_q Snow, 25 psf <br /> II ll W / -I V <br /> yg.25 2c02.5 2'7l2-`woo No aZ� Mechanical Units <br /> 1 s1-PdNG•l �a '2W' Tag Ex Wt New W[ Change Note <br /> II O A TU 1 10591bs 1111 lb, 5% urnt weight nicrease a less than 5%,OK <br /> �_. RTU 2 11081bs 1373 Ibs 24% increase is greater than 5%,see attached <br /> RTU 3 7471bs 10091 Lis 27% n se is greater Man 5%see attached <br /> RTU4 7971bs B57lbs 20% icrease is <br /> greater than 5%me attached <br /> RTUS 767lbs 956lbs I 2S% rease is greater than 5%see attached <br /> Description <br /> Client is replacing(5)rooftop mechanical unm with new units Existing roof sttuaure <br /> consists of open web steel joists,wood sleepers and a plywgood diaphragm Urnswdl <br /> attach to existing curbs with light gauge curb adaptors <br /> I Page Item EVERETT DIALYSIS CENTER <br /> 1 Cover 8 Criteria <br /> ROOF FRAMING / UNIT LOCATION II 2 (� 3 Graves CalosResutts summay 8130 EVERGREEN WAY,EVERETT,WA 98203 REUSED <br /> ��/� ^© 15 Lateral Calm <br /> 22 Appendix-Info Provided by NorMao.Ind Refrigeration <br /> NORTHBOUND REFRIGERATION <br /> --- 6188 PORTAL WAY,FERNDALE WA 98248 DINWINGNUMBER <br /> M-1 <br />