Laserfiche WebLink
t w 10'-0 ISP ,j6 I6x6 CONN TO I <br /> " 111111' ( . , BARR 4/4/S503.0 1 <br /> PE <br /> MAIL HEIGHT=11'-3" ) v. <br /> MAX WEIGHT=1093# 6�B{ <br /> NEPA FILTER PER PLA — / SR CABLE ON (4)SIDES OF UFR, <br /> MW I320 WI A IAN <br /> 110 x 21/2 WOOD SCREWS <br /> O 8"OC OR IAN(2)PER SLEEPER BREAKING OF 2,300#85 <br /> 0SIMPSON9-4) SDW126L SCREWS J12 <br /> O 9"OC TYP A7 SLEEPERS 12 MIN _ <br /> OVER JOISTS A.STEEL CABLE ON 616 BEAU �r■ ` 6—�-1 <br /> All FOUR SIDES CONNECT CURB TO IMlr/,i�J 'j 4/5503.0 <br /> AOGN 6x6 SLEEPER OVER OF RIO PER 5/003.0 64 FROG W/(8) <br /> x JOISTS FA SIDE OF CURB 112x4"WOOD SCREWS N 6x6 FROG PER 4/553.0 <br /> '/�I••,/ OR SINGLE SLEEPER POD 2x6 BUG CABLE <br /> 1 <br /> IF UNIT CURB ALIGNS OVER JOISTS W/GABLE 9/e 0 EYE BOLT " <br /> �� �, 8/e0 EYE BOLT :4!... <br /> �11.11.P.11- 011•111111� 1� .� y� _ _.. <br /> �v �• (�SWIG e ° ._ � 6x6 GENA <br /> .-r N�-..,. 1)i�idn��(ltl►/1i1`�I�l��COfil�(1—� . <br /> SHTNG PER PIAN , <br /> 1,2 <br /> '1'1 lk1►,lTlt`A, 11 i I 4I ; J <br /> J I <br /> 6x6 66EPER E 1 D 1 I I 2)HMR O EN &NW(2)SAMSON 5&Y12834 6x6 BEAM EA SIDE OF RTU E)STI.BAR JOIST O 10'-0OCiTO SHMC S26. ADD 6x6 AT CABtE (041.02e„1, <br /> 2x6 O _. SPANNING 019W THE LXISDNG <br /> 0.4 24'OC,1YP 1 SR BM JOISTS W/HUBS HORS <br /> \1 <br /> 6x6 BM EA SNE OF RN <br /> ADD 1x6 BtKG W BTWN I NOTES: <br /> H <br /> CEILING JOIST PER PLAN W/CABLE 2x6 LEDGER x 22"LONG THE NEW ADDED BEAMS <br /> NOTE: ) )N)1 EXISTING JOISTS W/ ._A I,_ _,� I.NAL MONO SHEATHING TO NEW FRAMING WITH 0.148"0 x 21/2 LONG NNLS 0 ex. �0 <br /> (4)1/.0 x 31/3 SOS I 2 NEW FRAMING TO BE DF#2 EiS <br /> At 6x8 BEAM PER 10/053.0 USE A 24 LEDGER FOR THE SCREWS TO EGSING NAILER,TP <br /> CONNECTION TO THE IDOSTPIG BNE JOIST AND 111168 HANGERS. <br /> HEPA FILTER AND SLEEPER CONNECTION DETAIL O PARTIAL ROOF PLAN AT RTU O SECTION AT RTU O PARTIAL ROOF PLAN AT RTU O <br /> SCALE NONE SCALE NONE �^E/^�/^�/��/��,/1 <br /> SCN.E 1"=1'-0' SGLLE 1"=f'-0' I A VVVVVVV <br /> ` <br /> V1 v1 MIXING BOB <br /> I ,o WEIGHT=1000# <br /> 6x8 W/CONN TO BAR •• <br /> MSCREIN 10"Ox 4"SOS JOIST PER 4/50.03.0 <br /> BEAM OR BLK0 .` <br /> r <br /> SOUD BLKG OVER GIRDER i ,O <br /> `.�._,. GIRDER <br /> L <br /> BEAM PER PIAN 777_ V, <br /> I0/SM3.0 i11=�,�—e BEAM PER PIAN 8x8 W/CONN TO BEG ) Z_ <br /> AOS:. I it 10/553.0 <br /> JOIST PER 4/5143.0 1 Q <br /> (E)SR BAN JOISTS 1 1 SOLID&K0 OVER GIRDER qi I 5 <br /> GIRDER ! m <br /> (E) ) R/(4)f!724 <br /> BIKG TO GIRDER �) <br /> r W/(4) "0 x 4"SOS SCREWS a %! et <br /> '..__ Q LM.A <br /> NOTES: Q Q <br /> 1.NAL EXISTING SHEATHING TO NEW FRAMING WITH 0.148"0 x 21/2"LONG NAILS 0 COO. N <br /> 2.NEW FRAMING TO BE OF#2. <br /> CVAP MECH UNIT SECTION O PARTIAL ROOF PLAN AT CVAP RTU 10 w 0 <br /> SHOT.NONE SCALE NONE <br /> im <br /> 1i O.M t-g <br /> QN 1i1 Nr-0",TYP 1 W ,A 60j' <br /> ATTACH VENERATOR TO <br /> NEW FEAIG O MW(8) REMOVE SHTHG&FROG Mpg Y1 <br /> #10 x 3"WOOD SCREWS y.,0 24"0C IN NEW PENETRATION 33 <br /> IOW I SUPPORT CUT 256 W/LU526 lib ¢ <br /> lli <br /> 1 .l��y-1 LEDGER&BEAM CONN PER 4/SM3.0 1i gafbI <br /> : 5 <br /> a. 6x6 <br /> MI 1. <br /> 1 <br /> ® . <br /> 2 <br /> PENETRATION <br /> NOTES: ay <br /> 1.AOL OUSTING SHEATHWG TO NEW FRAMING WITH 0.148.0 x 21/2 LONG NAILS 0 COG. C11 <br /> 2.NEW FRAMING TO BE OF#2. Z S <br /> VENTILATOR SUPPORT 15UTa <br /> 6 111 <br /> SCALE:NONE (-)r 04 <br /> Yn-2Q <br /> ZVO <br /> o <br /> 818 Stewart Street Suite 1000 t �® <br /> Seattle,WN1g10 98101 <br /> 0, x <br /> Ton k m1 <br /> !. .ems®kpe�.+ _... Z <br /> _. 60m 8/ PR ✓ <br /> CI bfi Di CS <br /> ilk wow ISA BMA 01/12/2019 <br /> /// Job No. ,901,-0192 <br /> `J 16 MOON <br /> ' <br /> SIMM N0. <br /> NORTH ARROW c973W0 , <br />