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WITTEN DIMENSIONS ON THIS DRAHING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. <br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE NORK <br />BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE <br />DIMENSIONS AND/OR GONDITION5 SHOWN ON THESE DRAHING5. ANY SUCH VARIATION SHALL BE <br />RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL <br />ACCEPT FULL RESPONSIBILITY FOR THE 005T TO RECTIFY SAME. <br />&EMERAL NOTES <br />I. ALL EXTERIOR HARM WALLS TO BE 2x6 STUDS <br />16" O.C. TYPICAL, WITH R-21 INSULATION. <br />2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 OF #2 <br />UNLESS NOTED OTHERHI5E. <br />3. PROVIDE SOLID BLOCKING UNDER ALL <br />BEARING HALLS. <br />4. INLINE FRAMING - SINGLE TOP PLATE <br />STRAP @ SPLICES AND CORNERS, EXCEPT <br />AS NOTED FOR SHEAR TRANSFER. <br />5. ALL GUARDRAIL5 PER MANUFACTURERS <br />SPEGIFIGATION5. 5UPPORT5 CAPABLE OF <br />RE515TING LATERAL LOAD OF 200 PLF APPLIED <br />AT THE TOP OF THE RAIL. <br />6. FASTENERS INTO OR IN CONTACT WITH 5SURE- <br />TREATED OR FIRE-RETARDENT HOOD SHALL BE OF <br />HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, <br />SILICON, BRONZE, OR COPPER. <br />EXCEPTION - 1/2 INCH DIAMETER OR GREATER <br />STEEL BOLTS. <br />1. ONE HINDON PER BEDROOM SHALL MEET <br />EGRESS CODE. <br />5. UNDER ALL PARALLEL BEARING WALLS, USE <br />DOUBLE J015T5 OR AS NOTED ON PLAN. <br />DOUBLE J015T UNDER ALL <br />NON -BEARING PARALLEL WALLS. <br />'�. EXHAUST PANS LARGER THANaOCPM MAY BE <br />CONNECTED TO 4 SMOOTH WALL VENT PIPE <br />IF RUNS DO NOT EXCEED 20' IN LENGTH. <br />IA�TERWTZMD�IHA MUM RUN OF 15' <br />10. COMBUSTION AIR S�zEcwI D r-oR ALL <br />FUEL BURNINf APPLIANCES <br />(9AR6,E NOTE <br />1. GARA6E/LIVIN6 SEPARATION, USE <br />5/0" TYPE "X" GHB AT GEILING/HALL. <br />2. NRAP P05TS AND BEAMS W <br />112B, TYPE "XII GNB. <br />3. INSULATE ALL HARM HALLS AND <br />GEILING. <br />4. USE 2 LAYERS 5/5" TYPE "X" GNB AT CEILING <br />WHEN USING TJI S INSTEAD OF HOOD JOISTS. <br />5, DUCTS IN THE GARAGE AND DUCTS PENETRATING <br />THE NALL5 OR GEILING5 SHALL BE CONSTRUCTED <br />OF NO. 26 GAGE SHEET STEEL AND SHALL HAVE <br />NO OPENINGS INTO THE GARAGE. <br />6. OPENINGS BETWEEN THE GARAGE AND RESIDENCE <br />SHALL BE SOLID WOOD DOORS NOT LESS THAN <br />1-3/6" IN THICKNESS, SOLID OR HONEYCOMB GORE <br />STEEL DOORS NOT LE-55 THAN OR 20-MINUTE <br />FIRE -MATED DOORS. <br />F`IREPLAC_E {MOTES: <br />I. 'O' CLEARANCE FIREPLACE WITH DIRECT VENT. <br />2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED <br />PER MANUFACTURER'S SPECIFICATIONS AND <br />SHALL HAVE APPROVAL LABEL ATTACHED. <br />3. FIREPLACES AND STOVES MUST BE D.O.E. <br />APPROVED AND BE TESTED, CERTIFIED AND <br />LABELED AS SUITABLE FOR U51NG DURING <br />A FIRST STAGE BURN BAN. <br />HIF ATIN6P NOTES <br />1. INSTALLATION PER A5HRAE qOA-56. <br />2. ALL PILOTS, BURNERS AND SWITGHE5 TO BE <br />MINIMUM o-15" ABOVE SLAB. <br />3. PROVIDE +I5" PLATFORM OF 2 LAYERS 5/4" <br />PLYNOOD (I LAYER IF PLATFORM 15 ON SLAB). <br />4. NATER HEATERS SHALL BE ANCHORED OR <br />STRAPPED TO RES15T HORIZONTAL DISPLACEMENT <br />DUE TO EARTH61UAKE MOTION. <br />STRAPPING SHALL BE AT POINTS HITHIN THE <br />UPPER 113 AND LONER 1/5 OF THE HATER HEATER. <br />L E!&r= 1D: <br />BEARING HALL <br />:` w6j BEARING HALL AE0VE <br />® FLOOR LINE ABOVE <br />_ MULTIPLE 2x STUDS ® POINT LOAD <br />(2) 2x TYP. UNLESS NOTED OTHERhISE <br />PT. LIP. �g <br />ABV. POINT LOAD AE30VE <br />SMOKE DETECTOR IIOV <br />INTERCONNECTED NIo BATTERY <br />BACK-UP. <br />CARBON MONOXIDE DETECTOR <br />INTERCONNECTED M BATTERY <br />BACK-UP. <br />(S.W SAFETY 6LA55 <br />VTO VENT TO OUTSIDE <br />FAN - VENT TO OUTSIDE <br />50 GFM MINIMUM <br />494 P05T AT GIRDER TRUSSES, HIP <br />MASTERS, OR BEAM ENDS OR USE (5) <br />WHERE LARGER P05TS ARE <br />GALLED OUT, AN EaUAL WIDTH OF 2X(4)6S <br />MAY BE USED ( IF A 6X6 POST 15 REGUIRED <br />THAN USE (4) 2X6) <br />USE 2 STUDS AT EACH NIINDOW CRIPPLE <br />5Hr=A NO` `r=, <br />SEE SHEET LI FOR SHEAR HALL <br />NAILING SCHEDULE, a DETAILS. <br />SHr=AR LECvENU1 <br />90 INDICATES SHEAR HALL <br />REFER TO SCHEDULE <br />—DENOTES HOLDOHN LOCATION, <br />SEE PLAN FOR TYPE <br />® ®—DENOTES STRAP LOCATION, <br />SEE PLAN FOR TYPE <br />INDICATES 3x FRAMING <br />(5x) MEMBERS, MUD 5ILL's, PLATE's <br />4 STUDS ® EDGES. <br />11 <br />2x12 FLOOR JOISTS ® 16" O.G. TYPICAL <br />UNLE55 NOTED OTHERWISE W/ 2x <br />5TOGK 50LID BLOCKIN6 0 BEARING. <br />EXTRA J015T5 UNDER PARALLEL WALLS. <br />EA➢ -I ANP CONNECTION NOTES <br />ALL BEAMS THAT ARE NOT WINDOW OR <br />DOOR HEADERS OR UNLESS CALLERS OUT ON <br />THE PLANS. ARE TO BE EITHER BELOW PLATE <br />( TOP OF BEAM IS FLUSH WITH THE TOP PLATE) <br />OR ABOVE PLATE ( THE E30TTOM OF THE BEAM <br />IS AT THE TOP PLATE OR..IN THE FLOOR. SYSTEM) <br />ALL BEAM TO WALL CONNECTIONS ARE TO USE <br />C516 STRAPS FROM THE BEAM TO THE SUPPORTING <br />STUDS OR POSTS <br />ALL BEAM HANGARS ARE TO BE SIMPSON OR SIMILAR <br />APPROVER HANGARS. THE CONi'RAGTOR IS TO VERIFY <br />PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGARS <br />CALLED OUT ON THE PLANS <br />USE C516 STRAPS FOR SPLICED BEAM .CONNECTIONS <br />(.AT SUPPORTING POSTS) <br />m f <br />E M R <br />i <br />52'-0" 0\/EF—.^—,LL <br />1 11-011 e / 1-1111 „ `"`I 1-0" 11 3 1 —11 11 <br />O O <br />3<®5 DR <br />13-1 x10 ��� <br />® 99 DI, ,3+, I —B1 q — s9 <br />I I I I I� I•n t �� 1 1 1 1 1 1 I I <br />fi e/ I I A I I I I III <br />B mmoo t <br />V <br />P i <br />I I I I I I 1 I I I I <br />5EI M1G 5 P <br />PE <br />PR 5 RENOTE <br />® ! RELIEF <br />VA TOE KT. <br />H;L\/5, <br />4 1� <br />GSD. �t I <br />PENING <br />B-5 <br />4xi <br />2'-i <br />i <br />FI <br />' <br />1 <br />1�f <br />I <br />g <br />I <br />1� <br />wmw <br />wo mom" <br />I <br />'m.'✓iI IIV 1-011 L/ / 1—/ 11/� <br />201-0 i1 ems/ �J 1211-011 <br />52'-0" OVERALL <br />:.} t' L. <br />SEE GENERAL NOTES <br />I <br />IN <br />