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DCPZP-2016-00307
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DCPZP-2016-00307
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Last modified
6/15/2016 1:42:29 PM
Creation date
6/14/2016 12:57:45 PM
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Zoning Permits
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DCPZP-2016-00307
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zW <br /> .4 it <br /> IL <br /> O N " <br /> I <br /> u- zv <br /> O (3 -1 <br /> N U u `QQ <br /> ` <br /> � m <br /> Q <br /> ° 1 <br /> was w r n <br /> N N 44 O O <br /> 1 8 8 th <br /> 11 <br /> to ei it <br /> 66'-8" , z <br /> 46'-8" , 20'-O" I, <br /> 12 /V <br /> � 10'-O" , 13'-6" 12'-8" , 8'-O" , 2'-6" 8'-d' , 12'-0" , <br /> TYPICAL TRUSS ROOF: <br /> ix& FASCIA ARCHITECTURAL SHINGLES <br /> TYPICAL AUL. SOFFIT 1/2" ROOFING 098 'H' CLIPS <br /> PRE-ENGINEERED TRUSSES • 24" o.c. <br /> 12" ENERGY HEEL <br /> 2x4 TRUSS BRACING <br /> 2-6" x 4'-0" s'-o" x a'o" 21-6" x 4' o° 5'-0" x 41-0" 2'$" x P-io" 2' 6" x P-io" <br /> ■l8" EAVE O,H, \ \ \ \ \ \ <br /> 12" GABLE END O.H, R40 BLOWN INSULATION � <br /> 6 mil POLY V.B. \ N _ <br /> i 11 -5 Q <br /> 12-0 q in <br /> 5/8" CEILING BOARD <br /> TYPICAL 2x6 SIDING EXT, WALL: TAPED 4 SANDED �- x \ <br /> v v <br /> ;i16i058 SHEATHING r / SEDROOM ;£, 1 x 4'-0" O <br /> 2x6 STUDS • 16" o,c, 8 I-1/8 TALL WALLS =; BEDROOM 3 <br /> R23 BIB INSULATION `=' 2 <br /> 6 mil POLY V.S. — <br /> r: <br /> 0.... <br /> 1/2" DRYWALL $ <br /> 1 \1 <br /> 0 <br /> 11-1/8" I-JOISTS 16" O,G.3/4" 05 <br /> 5 SUB FLOOR °TYPICAL 2x6 SIDING EXT, WALL: ��� / ` BONUS =TYVEK 7 A , 1'-1" �'-3' , -' ° ROOM r O (�� ( � <br /> 1/16" OSB SHEATHING in t v =-, ,�. n �+ �+ <br /> 2x6 SCUDS 16" o.c. i-I/S TALL WALLS J jj <br /> R23 BIB INSULATION 9 9 <br /> 6 mil POLY V.B. 2' s" m f� <br /> 1/2" DRYWALL Z _1 n <br /> �0 9 '9 ( � \ (n� <br /> M m "' `) tY <br /> 11-1/8" I-JOISTS 16" O.C. J " in <br /> 3/4" OSB SUB FLOOR c 4 r 3 -6 , ' 2-S ' \ \ , / <br /> V/ (�/ W. <br /> 2X6 PT PLATE , -�" , \ SI \ p \ la- <br /> OPEN To a cA in <br /> e�ow ; . C} 01 <br /> k� 0 r 11 N <br /> 1" RIDGED FOAM BEDROOM W. <br /> 8" POURED CONCRETE 8' e" TALL WALLS LEDGE C4 (� <br /> i O 1Q 0- <br /> FOUNDATION WALL 0 �- Tom" x NO" , `r 1'-8" <br /> / V <br /> IN 4,-6" x S,A„ 13'-Oyz" <br /> 0_0 TRANSOM <br /> \ `cam. <br /> i' 6" x 4'-6" t <br /> 4" DRAIN TILE TYPICAL BASEMENT FLOOR: <br /> W/ CRUSHED STONE 3" CONCRETE SLAB c/w In <br /> FIBRE MESH REINFORCEMENT <br /> 6 mil POLY VAPOR BARRIER / 4'-6yb" , 4'-345" , 4'-4" , 3'-4" , 8'-2" , 8'-2" , <br /> COMPACTED GRANULAR FILL 4 <br /> 13'-10Ia" , 8'-9Lt" , it-a" , 16'-4" , 20'-O" , <br /> 66'-8" / <br /> SECTION TI-IROUGN <br /> TYPICAL <br /> 2ND FLOOR PLAN u <br /> SCALE: 1/4" = 1'-O" -I <br /> -ri0 SOFT FINISMED AREA th <br /> 35S SOFT BONUS AREA o 4 z o a <br /> U w0 ci O <br /> N d4w co <br /> Hi t it - <br /> Qm 6, dw <br /> Q• m C: li Q <br /> THIS PLAN WAS CREATED AS A DRAFTING U 0 U <br /> SSERVICE ONLY. THE DESIGNER IN NO WAY EXPRESSES V <br /> OR ASSUMES ANY RESPONSIBILITY FOR THE Q t1 Q <br /> ACCURACY OR COMPLIANCE OF THESE PLANS <br /> a <br /> IN ANY FORM Z ©111 <br /> A4 45 <br /> 0 <br />
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