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<br /> - � `"�� ^ WITH ONE HOUR CEILJNG AND FlRE SPRINKLERS, 4 �
<br /> ATT1C DRAFTSTOP REQUIRED EVERY TWO UNITS. W >
<br /> " OMIT DRAFTSTOP OVER 11-IIS PARTY WALL. � 0 W
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<br /> _ PREFAB. ROOF TRUSSES � 24" O.C. � .J o
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<br /> OSB OR EQ. AT11C DRAFTSTOP BEYOND -v O �n
<br /> BETWEEN UNITS B & C APPLIED TO TRUSS `-
<br /> WITH VERTICAL NAILING MEMBERS � 24" O.C. 3 V �
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<br /> � � �6 1'-6" N o ro
<br /> l�;�S �2x FREEZE, BLOCK (VENT BLOCKS. i _ i'
<br /> � NOT ALLOWED) W/,SIMPSON RBC � � �
<br /> R="38 INSUL �,
<br /> � @ 48 , O.C. TO TOP PLATES `. � m N
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<br /> A IBC TABLE 720.1(3) 21-1.1 1 HOUR FIRE IBC TABLE 720.1�3L21-1.1 1 HOUR FIRE
<br /> y BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD FILL GAP TO CEILING SPACE AT BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD
<br /> � APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS TOP OF WALL WITH SECURELY APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS
<br /> �� 24" O.C. WITH 1-1/4" TYPE S OR TYPE W 24" O.C. WITH 1-1/4" TYPE S OR TYPE W
<br /> � DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" FASTENED GLASS FIBER OR : DRYWALL SCREWS 24" O.C. FACE LAYER 5/8"
<br /> � ROCK WOOL BATTS OR 2x WOOD TYpE X GYPSUM WALLBOARD OR VENEER BASE
<br /> TYPE X GYPSUM WALLBOARD OR VENEER BASE FIREBLOCK PER IBC 717.
<br /> INTERIOR NON-BEARING AP�LIED AT RIGHT ANGLES TO JOIST OR TRUSS APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS LEFT & RIGHT SIDE EAVES TO BE 1 HR RATED
<br /> THROUGH BASE LAYER WITH 1-7/8" TYPE S OR � THROUGH BASE LAYER WITH 1-7/8° TYPE S OR PER IBC 705.2.3 W
<br /> INTERIOR WALLS OMITTED TypE W DRYWALL SCREWS 12" O.C. AT JOINTS GA FlLE N0. WP 3370 � TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS U
<br /> AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER GENERIC 1 HOUR FlRE � AND INTERMEDIATE JOIST OR TRUSS.�FACE LAYER „� o
<br /> ` � TYPE G DRYWALL SCREWS PLACED 2" BACK ON � SEE ADJACENT NOTE 7YPE G DRYWALL SCREWS PLACED 2 BACK ON EXTERIOR WALLS - SIDE WALLS ONLY N � �
<br /> 1 ° � T EITHER SIDE OF FACE LAYER END JOINTS, 12 O.C. l� IBC TABLE 720.1U 15-1.16 1 HOUR FIRE � rn �
<br /> U N I T D EITHER SIDE OF FACE LAYER END JOINTS, 12 O.C. � U N I 1 C 2 x 6 WOOD STUDS AT 16" WITH DOUBLE TOP �/ � Q �i
<br /> �; y �` � R-21 INSULATION PLATES, SINGLE BOTTOM PLATE; INI�RIOR SIDES � � N
<br /> '' � � : R-21 INSULATION COVERED WITH 5/8" TYPE X GYPSUM � � �r`�
<br /> �� � Z WALLBOARD. 4' WIDE, APPLIED HORIZONTALLY ^
<br /> � � 11�� TJI 230 FLR _ UNBLOCKED, AND FASTENED WITH 2-1/4" TYPE � � � �
<br /> ' - R-21 INSUL. JSTS � 19.2 O.C. S DRYWALL SCREWS, SPACED 12" ON CENTER, � ,,," .
<br /> WALLBOARD JOINTS COVERED WITH PAPER TAPE �
<br /> AND JOINT COMPOUND, FASTENER HEADS
<br /> COVERED WITH JOINT COMPOUND. EXTERIOR —�I
<br /> 5/8" TYPE X GWB �� COVERED WITH 3/8" WOOD STRUCTURAL PANELS
<br /> APPLIED VERTICALLY, HORIZON7AL JOINTS
<br /> 5/8" TYPE X R-21 INSULAl10N BLOCKED AND FASTENED WITH 6d COMMON NAILS
<br /> GWB (TYPICAL) }�" GWB CEILING (BRIGHT) 12' ON CENTER IN THE FIELD, 6" ON
<br /> CENTER PANEL EDGES. CAVITY TO BE FILLED
<br /> GA FILE N0. WP 3370 GENERIC 1 HOUR FIRE - FILL GAP TO CEILING SPACE AT WITH 5-t/2" MINERAL WOOL INSULATION. RATING
<br /> ONE LAYER �" TYPE X GYPSUM WALLE30ARD OR '� 70P OF WALL WITH SECURELY ESTABLISHED FOR FIRE EXPOSURE FROM INTERIOR
<br /> , c FASTENED GLASS FIBER OR SIDE ONLY. (MODIFIED BY DESIGNER FROM 2 X 4 � � �
<br /> G`�PSUM VENEER BASE APPLIED PARAL�.EL OR AT ROCK WOOL BATfS OR ?.x WOOD TO 2 X 6 STUDS).
<br /> RIGNT ANGLES TO EACH SIDE OF QQ�@LF�641� r � FIREBLOCK PER IBC 717.
<br /> �' OF 2x� WOOD STUDS 16" O.C. ON SEPA.RATE � ^
<br /> PLATES 1" APART WITH 6d COATED NAIi_S, 1��•—�� � \
<br /> LONG, 0.0915" SHANK, Y4" HEADS, 7" O.C.. � R-21 INSULATION ." � R-21 INSULATION �
<br /> Z` JOINTS STAGGERED 16 ON OPPOSITE SIDES. o
<br /> , UNIT D " UNIT C � �
<br /> HORI?ONTAL BRACING REQUIRED AT MID-HEIGHT �'o
<br /> (LOApBEARING). w�
<br /> SOUND: STC = 53 WITH R-21 INSULATION ONE w z
<br /> ` SIDE AND COVERING GAP (ESTIMATED). FOR TYPE VB CONSTRUCION, FRONT & REAR ��
<br /> EXTERIOR WALLS > 10' FROM THE PROPERTY x �3
<br /> 2x10 #2HF FLR JSTS LINE ARE NOT REQUIRED TO BE OF FIRE ��
<br /> R-30 INSUL. TYPICAL � 16" O.C. TYPICAL R E SIS T SI V E C O N S T R U C T I O N P E R I B C T A B L E 6 0 2. � J�
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<br /> �A FULL SECTION SEE SHEET 7.1 FOR FIRE
<br /> „ , „ PROTECTION DETAILS C
<br /> SCALE: � = 1 -0 �F
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