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CON ApTOIR MOLL6ON 1W5 DRAWW5,S4RN1,MOAOUAL TKW,ETC. To DPQSIOIG. <br /> nE YIO(tK <br /> L@`OfE PROLEEDIN6.11E CY482 HAT EE WTIRED OF AM'VNEIATIp23 RlOM TIE <br /> DIFEN510W:AID/OR OOIDITKINS 9W)WI ON nEiE ORAW1195.IMT 9ULi1 VPl>JATON S4N1 BE 36"OPEN RAILING <br /> RESOLVED Bt'n£ah48e PRIOR TO IR0.@DINS HITN TIE YIORY OR TIE UMiRALTOR SIW.L - <br /> Acc�r not RESPOlsIDiLRI'POR TIE casT To REcnPr SAl£ � w5EAM AND CONNECTION NOTESALL ElEAMs TWAT ARE NOT WINDOW ORmAHS AW s O uNLEss c 5ML.OaPLT(TPLANS ARB TO E!2 EITWER BELAW PLATE `(TOPOPBEAd•i19K <br /> OR ABOVE PLATE(THE BOTTOM OP THE SEAM �WCIOVER� ryQ, <br /> 15 AT TIE TOP PLATE OR IN THE FLOOR 9Y5TEMJ <br /> ALL BEAM TO WALL CONNECTIONS ARE TO USE Y4 IxGK IO <br /> 1616 sTRAPs PROM TTIE BEAM TO THE SUPPORTING - GLaDAR -``F' <br /> STUDS OR P06T6 lnm x` <br /> 32'-1"OVHRAL_L ^�J <br /> ALL BEAM WAN6AR5 ARE TO BE sIMFSON OR SIMILAR 4 SSin <br /> �ry O <br /> APPROVEp HANGARS.THE CONTRACTOR Is TO VERIFY 5'-6•' 4'-4" 6'-4" 3'-10" W 2'-O" <br /> PR10R TO CONSTRUCTION THE AVAILABILITY OF HANGARS `9 Nm - <br /> GALLED OJT ON THE PLANS <br /> USE—1�66 STRAPS PFOR�IG BEAM GONNecnoNS <br /> GENERAL NOTES <br /> I. ALL EXTERIOR HARM HALLS TO BE 2x6 STUDS 4x4 GUARD POST5-6-5-1 <br /> $ <br /> Ib'O.G.TYPICAL.,KITH R-21 INSULATION. PT MAX ON CENTER, <br /> 4xa40 x p 6 p VERTICAL SALLUSTERS 2.ALL HEADERSFIR 2 UPPER FLOOR TO BE LSE 5L SLD6 GL w (5.G) ®4"O.C.,TYP OE <br /> v ._` a DOUGl.AS FIR IY2 UNLESS NOTED OTHERWISE. GUARDRNL O w <br /> 3. FUR-OUT HEApER5 70 MATCH 2x6 WALLS. PI-b" _ Pi-b.. Al <br /> 4.PROVIDE SOLID BLOCKING UNDER ALL --I-- <br /> BEARING WALLS. Pas- Bc x <br /> 5. INLINE FRAMING-SINGLE TOP PLATE FI <br /> STRAP•SPLICES AND CORNERS,E)(C.13 T I YV.I.G• PA <br /> A5 NOTED FOR SHEAR TRANSFER, i GPT .T2• Ln�l <br /> 6. ALL GUARDRAILS PER MAWFAGTURE25 f <br /> SPECIFICAT1ONS.W-POR75 CAPABLE OFRENSTLINEARIN6OT APPL.LOAD O 50 IR PER . M�45T R �,�-U I TELINEAR FOOT APPLIED AT TOP OF RAIL. AN O eA`TH+'1. IMJSHOHER UNITS SHALL HAVE FIRE BLOCKING I 16-4 x 17'-IQ" GATBETWEBJ WALL 5ND5 ANDWATERPROOFSURROUNDS TO•72'FROM DRAIN.GLAZING,INCLUDING WINDOWS WITHIN*72'OF DRAIN,SHALL O O ISE SAFETY GLA55.5HOHER FLOW 15 LIMITED TO 77F5 M HATE.WOOD FRAMING IS BE PROTECTED �jFROM WATER 5FLA5H AND MOISTURE. 5'-b• D•-4^ B•s„ T��. \\ <br /> 5.ALL BATHROOM FANS,KITCHEN HOOD,AND DRYER a <br /> DUCTS SHALL BE EXHAUSTED THRU THE Arne.TO O + 7 I m <br /> THE ROOF OR THRI THE FLOOR SYSTE-H TO AN I R 'D <br /> OUTSIDE WALL ALL WALL DUCTS SHALL N BDRM. #2 PI-3 ry Ay PI-5 ',y <br /> TERMINATE AT LEAST 56"FROM A WINDOW u v 19'-O"x 10'-0" u 0 BX MEM. ax MEM. S- ONA34 0 OS-O.C.,TYPI <br /> OPENING. 'f _ 4m RIM JOISTT015f FLRTOP f <br /> 9 ONE WINDON PER 5EDROOD4 SHALL MEET m m 4 �I _ PLATE.TYP ALL AROUND <br /> EGRESS CODE. J O �fX IWC B'6,. 5•_ 001 GATE-FSO Q V V <br /> 10.UNDER ALL PARALLEL BEARING WALLS,USE - t I Dz FAxPT DN o J O <br /> DOUBLE JOISTS OR AS NOTED ON PLAN. �5O� IbR <. m m <br /> DOUBLE_JOIST UNDER ALL I MR 1` <br /> NON-BEARIN6 PARALLEL WALLS. m Iv I 0' FURNACE x Q <br /> _ O ° OC z <br /> LEGEND: q 1 -N`H M <br /> D D —W 0 0 U LINE65 A I r o Z <br /> BEARING WALL Kl Q B14-FO D �� O p <br /> — — — FLOOR LINE ABOVE <br /> T— O IS] O L. <br /> II�.,AUTL, !/5_Q <br /> (2)2 PLE . STUDS,0 POINT LOAD s IP i- <br /> (2)2x TYP.UNLES6 NOTED OTHERWISE IN PAN VroO � HALL � � I - <br /> 24HR.TIMER m <br /> ABV.• ,."a POINT LOAD ABOVE J NTAAKE DUCT e n CPT m I dI) ■ <br /> ° SMOKE DLTEGTOR UOV a �J <br /> IMB2COFAlELTEV 1N�BATTERY _ <br /> BALK-UP. q I m ❑ °a <br /> m q <br /> O 1CAREON NMEGCTED YA 13ATfMY O IJ� n <br /> V N r <br /> BACK-UP. 1g-m 0 fV 4>t6 OPL lA1D FLAT OVER <br /> (Sb) SAFETY GLASS T ��••--�T u GJ p L AONT UELE TOP PLATE O <br /> VTO VENT TO OUTSIDE Q <br /> FAN- MIN TO CVTSIDE <br /> x H'-O" GPT O P I GE <br /> 50 GFM MINIMLAI <br /> ® 4X4 F•05T AT GIRDER TRUES,HIP LOJT'S E q I I I'-O'X Ir.7'-O" PT F perrm ��{-IS-2I <br /> = 2 <br /> MASTERS,OR EfEAt-f ENDS OR USE(S) WALL 'D I 0 O I -1 R pormlte <br /> 're'ERE L.A ,A f0 A ARE CfELOW vy IL ! „ _ r6YHB1OnB: <br /> GALLED OITT,AN C IF A 6 WIDTH IS 2X ,R m a T N <br /> THAN USE'J(4)2X)A 6X6 POST IS REOWIRED ------- ------- - --__J <br /> USE 2 ST WS AT EACH WIHOOW GMP,PLm 4 E1 <br /> - <br /> SHEAR NOTE, - <br /> 5ff SHEET LI FOR SHEAR RNA EAR WA SCHEDULE: <br /> WALL XO x x Sp <br /> 2 NAILING SCHEDULE,t DETAILS. ) 5 ) -3141"SHEATHING GRADE PANELS <br /> SHEAR LEGEND: �SHAL�C -8d NAILS 6"O.C.AT PANEL EDGES drawn byy A <br /> PIRd� INDICATES SHEAR WALL wasyp22 -S, M <br /> NAILS(�12"O.C.FIELD ahocHced by:M <br /> -TYP ALL UPPER FLOOR EXTERIOR WALLS <br /> REFER To SCHEDULE ,Z;. Z�y <br /> Al <br /> w if—DENOTES,HOLDOM LOCATION; <br /> ® SHE PLAN FOR TYPE <br /> 44672 �E<�WWo-' 32'-O"OVERALL` A a <br /> DENOTES STRAP LOCATION; OA�GRAL¢NO, <br /> � Sff PLAN TYPE es'rlONA4F'NG` ENG STAMP APPLIES TO UPPER �LooR PLAN <br /> ($X) MEN�ER5;MUD SILL'9.%.AYES ..� <br /> INDICATES 3x FRAMING 10128/2022 RED MARKUPS ONLY <br /> AND SUP 6 TNOTES SCALE. I/4" . I'-O" <br /> ' PLEM ENTAL <br /> a STUDS 0 EDGES. STRUCTURAL DESIGN <br /> INFORMATION <br />