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s., <br /> 4 <br /> ENGINEERING <br /> 250 4TH AVE.S..SUITE 200 <br /> EDMONDS,WASHINGTON 98020 <br /> PHONE(425)778-8500 <br /> FAX(425)778-5538 <br /> o1D1T1 $• <br /> �a <br /> i4 <br /> .1CWAL 1P <br /> PLAN NOTES: 06/26/E <br /> REMOVE EXIST WOOD 1.EXISTING 1/2"PLYWOOD ROOF SHEATHING TO BE <br /> SLEEPERS AND INSTALL REMOVED IN ITS ENTIRETY AND REPLACED WITH <br /> r NEW 6xB HFB2 SLEEPER 5/8"PL32/16 APA RATED SHEATHING.PROVIDE 8d <br /> ALL FOUR SIDES COMMON NAILS SPACED AT 6"OC AT ALL <br /> BENEATH RTU CURB, EXISTING RTU TO BE REPLACED, DIAPHRAGM BOUNDARIES AND PANEL EDGES AND <br /> TYP.VFY DIMENSIONS TYP(4)LOCATIONS AT 12"OC AT INTERMEDIATE FRAMING MEMBERS. <br /> EXISTING ROOF HATCH W/HVAC CONTRACTOR <br /> TO BE REPLACED ' • 2.EXISTING ROOFING TO BE REMOVED IN ITS ENTIRETY <br /> (BY OTHERS) AND REPLACED.ROOFER RESPONSIBLE FOR <br /> PROVIDING PROPER FLASHING AND <br /> } WATERPROOFING AT NEW RTU'S,INCLUDING AT <br /> 4 ' ALL FASTENER PENETRATIONS.REFER TO ROOFER <br /> TYP SUBMITTALS FOR ALL ROOFING REQUIREMENTS. F <br /> i <br /> ROOFER TO PROVID KO <br /> E <br /> I- CRICKET FOR 0= <br /> 11'-2"t , 1 7 6 / j, 7 6 t R 1 14'1"t DRAINAGE,TYP O. <br /> F- <br /> W K <br /> a o D, <br /> 9X26 V .A-i <br /> SLOPE t` <br /> I- <br /> Q N <br /> CI Z.- 1 <br /> FwS ISS WOOD I <br /> ©TP,USSES r.,24"OC Y <br /> E <br /> DESIGN: NAE <br /> • . CONNECT SLEEPERS <br /> • 3" WITH(1)5/8"LAG DRAWN: JCP <br /> SCREW AT EA CORNER CHECK: MTM <br /> / I I DS'6"t -� JOB NO: 19224.10 <br /> \ _ DATE: 06/26/19 <br /> a � II <br /> xu'—� 4TIISIIAM u • PLAN VIEW AT CORNER `� <br /> i- Q <br /> 0EX G'w 15111,4O00 ® RTU BASE Z <br /> TRUSSES ,2!"Oi; <br /> ] 12GA x 4"GALV STEEL STRAP W/ Q <br /> (4)410 SCREWS@ EA END([8] W <br /> SCREWS PER STRAP).PROVIDE(i) CONDENSER UNIT BASE <br /> y 14'-8"± <br /> 0 <br /> 1 f STRAP AT EA CORNER ON LONG 12GA x 4"GALV STEEL p� <br /> RTU CURB PER MFR SIDE OF RTU([4]STRAPS PER RTU) <br /> i © STRAP W/(2)410 SCREWS d <br /> 1 0 EA END([4]SCREWS PER W EXISTING CONDENSER 1/4"x 3"SIMPSON SOS SCREWS <br /> UNIT TO BE REPLACED AT 24"OC AROUND PERIMETER STRAP).PROVIDE(1) Ce <br /> Z <br /> ROOFER TO AND AT6"FROM CORNERS SLEEPER PER PLAN STRAP AT EA CORNER OF <br /> RTU([4]STRAPS TOTAL) 'Cr <br /> PROVIDE SLEEPER PER PLAN ' <br /> CRICKET FOR 1 S/8"0LAG SCREWS 5/8"0 LAG SCREWS ^ <br /> DRAINAGE,TYP _ COUNTERSUNK @ 24"OC,AND COUNTERSUNK @ 24"OC I..L. <br /> ILI <br /> � @ 6"FROM ENDS.PLACE IN AND @ 6"FROM ENDS, _ <br /> WATERPROOFING ' STAGGERED PATTERN WATER PROOFING - PLACE IN STAGGERED <br /> ~ (2)6x8x3'-0" MEMBRANE BY OTHERS O0MEMBRANE BV PATTERNHFRX SLEEPER OTHERS I Z [y,[ (V� , GALV METAL CAP BY OTHERS GALV METAL CAP BY OTHERS Q W Z <br /> Illa., N < < <br /> 11/2" m Ce <br /> TIP 4x6 BLOCKING BETWEEN LLI <br /> 4x6 BLOCKING BETWEEN EXISTING TRUSS —I LA_ <br /> EXISTING TRUSSES ATTACHED TOP CHORD 11/2" EXISTING TRUSSES ATTACHED Cl)a.N Z <br /> TOPTING TRUSS W/(2)A34 CLIP EA END W/(2)A34 CLIPS EA END CC a I.: <br /> Q <br /> CHORD W W I— L.L <br /> O ROOF FRAMING PLAN © O RTU ROOF CONNECTION O CONDENSER ROOF CONNECTION o O <br /> � rW ao <br /> SCALE: 1/8"=1'-0" SCALE: 11/2"=1'-0" v SCALE: 11/2"=1'-0" r <br /> 10'-0" L. 14) > a_ w <br /> SHEET: <br /> ;) , , <br /> S2.1 <br />