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ASPHALT COMP. SHINSLES <br />OVER —FRAM I N6 <br />PER PLAN <br />4'-0" DISTANCE <br />IS FROM THE FACE <br />OF THE INSIDE LAYER <br />OF THE GWB <br />4'-O " <br />FIRE RETARDENT <br />PLYWOOD OR <br />LP FLAMEBLOCK PLUS <br />ON BOTH SIDES OF <br />PARTY WALLS <br />NO ROOF PENETRATIONS <br />OR VENTS ALLOWED <br />4'-O" <br />FIRE RETARDENT <br />PLYWOOD OR <br />LP FLAMEBLOGK PLUS <br />ON BOTH SIDES OF <br />PARTY WALLS <br />NO ROOF PENETRATIONS <br />OR VENTS ALLOWED <br />PRE. MFD. TRUSSES <br />24" O.G. <br />UPPER FLOOR P.L. <br />DBL PLATE — TOP OF WALL <br />all <br />F 1 N. FLR. UPPER <br />MAIN FLOOR P.L. <br />VERTICAL <br />lo <br />lo <br />CONTINUE TYFE= X GWE3 <br />THROUGH /NTT I G <br />ON UOTH S I DES OF <br />V\ALL_ TO UNDERSIDE <br />OF ROOF SHE=/\TI NG <br />PRE. MFD. TRUSSES <br />24" O.G. <br />GABLE END TRUSS <br />W/ VERT © 24" O.G. <br />ALL THESE LOCATIONS <br />ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR <br />GYPSUM VENEER BASE APPLIED PARALLEL OR AT R I SHT <br />ANGLES TO EACH SIDE OF DOUBLE ROW OF 2X4/6 WOOD STUDS <br />IS" O.G. ON SEPARATE PLATES I" APART WITH SD COATED NAILS, <br />17/8" LONG, O.Ocf 1S" SHANK, I/4" HEADS, 7" O.G. <br />NO PLUMBING WITHIN THE WALL <br />(ADD 2X4 OR 2X6 FURRING WALL <br />WHEN NEEDED) <br />FLOOR TRUSSES PER PLAN <br />W/ PLYWOOD SHEATHING <br />FIRE STOPPING <br />REQUIRED AT <br />WALL TO <br />FLOOR CONNECTION <br />ALL PENETRATIONS IN <br />THE ONE HOUR PARTY <br />WALL MUST BE CAULKED <br />WITH FIRE CAULK <br />ONLY PENETRATION ALLOWED <br />ARE ELECTRICAL BOXES WHICH <br />MUST BE ONE HOUR PROTECTED <br />AND SEALED <br />PENETRATIONS IN THE <br />ONE HOUR WALL ASSEMBLY <br />SHALL COMPLY WITH IBC <br />SECTION 715 <br />F 1 N. FLR. MAIN <br />ROGKWOOL AT I" AIR SPACE <br />BETWEEN FLOORS <br />INSTALL IX BLOCK UNDER THE <br />ROGKWOOL <br />L <br />I" AIR SPACE <br />BETWEEN WALLS <br />2X4/6 WALL @ 16" O.G. <br />CONCRETE SLAB <br />alWilM&a�� 0,v&`: OQ1); , <br />\/\ \ ///\ <br />TYPICAL ONE HOUR <br />PARTY WALLS/BUILDING SECTION <br />SEE GENERAL NOTES <br />NO SCALE <br />FILE NO. WF 55-70 <br />I HOUR FIRE/45 TO 4cf STG SOUND <br />FIRE TEST: <br />SOUND TEST: <br />SEE WP 5605 <br />(UL R15IG-4, 6, 6-17-52; <br />UL R2 7I T-5G, I-20-66; <br />UL R5501-52, 5- 15-66; <br />UL DESIGN U505; <br />ULG DESIGN 1A1501); <br />UL R4024, I0-51-SS <br />NRGG TL-G5-261, <br />IRG-IR-761, 5/(1S <br />ROOF TRUSSES <br />FER FLAN W/ MIN. 1 /2 " SHEATH I NCB W/ 8cd NAILS <br />SOLID BIRD BLOCKING <br />2X4 <br />BLOCK I NG <br />0 <br />5/4 x 8 FASCIA BOARD <br />5/8 " TYFE X GYFSUM WALLBOARD OR <br />GYFSUM VENEER BASE AFFL I ED AT RIGHT <br />ANGLES TO TRUSSES AND I --7/8 " TYPE G <br />DRYWALL SGREV\IS 12" 0.C. PLACED 2" <br />BACK ON EITHER SIDE OF END JOINTS. <br />JOINTS OFFSET 24" FROM BASE LAYER JOINTS <br />ONE ii-fOLJR <br />'RATE= ROO/GE I L IN/ <br />OV"Efi�)A'I\IG <br />SEE GENERAL NOTES <br />NO SCALE <br />LGI <br />HOMES® <br />2S50 GUTTERS <br />GRO\/E AN/E. #20-I <br />ANOKA, MN 55303 <br />8003 118TH AVE NE . KIRKT AND, WA . 98033 . <br />425-828-4117 <br />www. nash-architects. corn <br />G#C \IIJ <br />T aUIL. <br />r, MINN <br />date : 01-04-24 <br />Permit: <br />revisions: <br />drawn by: MI/NU <br />Ghec-ked by: <br />i--f E= E= M <br />A <br />