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HomeMy WebLinkAbout151.102.1.1 - First Floor Plan and SectionsI CJ I 00 N 0 I Ln N O I 0 ALLOWABLE SPANS FOR FLOOR JOISTS IN DECKS AND BALCONIES 60 Lbs per square foot Live Load JOIST MODULUS OF ELASTICITY, "E" , IN 1,000,000 PSI SIZE & 2X4 P.T. TOP AND BOTTOM RAILS_LINEtlF SCALE: HOUSE— W/ 2X2 P.T. 13AULUSTERS 0 2 4' 6' 0 5" O.C. MAX 1/4"= 1'-0" 4X4 P.T. POST SPACING 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 m O O a III 7-5 7-9 8-0 8-3 8-6 8-9 8-11 9-2 9-4 9-7 9-9 9-11 10-1 10-3 10-5 10-7 10-9 2 12 767 830 890 949 1005 1061 1114 1167 1218 1268 1317 1366 1413 1460 1506 1551 1596 6-9 7-0 7-3 7-6 7-9 7-11 8-2 8-4 8-6 8-8 8-10 9-0 9-2 9-4 9-6 9-7 9-9 x 16 844 913 980 1044 1107 1167 1226 1284 1341 1396 1450 1503 1556 1607 1658 1707 1757 In CS N�aLT BOTTOM OF STAIR 5-11 6-2 6-4 6-7 6-9 6-11 7-1 --7-3 7-5 7-7 7-9 7-10 8-0 8-2 8-3 8-5 8-6 6 24 967 1046 1122 1195 1267 1336 1404 1470 1535 1598 1660 1721 1781 1848 1897 1995 2011 W ID VV � UP n L N U o — L a� y �p U N p W OO T - U ¢cE0m.0 I Q 3603.5.1 OPENING PROTECTION: . . . OPENI GS 9-1010-2 10-7 10-11 11-3 11-6 11-10 12-1 12-4 12-7 12-10 13-1 13-4 13-6 13-9 13-11 14-2 2 12 1 767 830 890 949 1005 1061 1114 1167 1218 1268 1317 1366 1413 1460 1506 1551 1596 O ath 8-11 9-3 9-7 9-11 10-2 10-6 10-9 11-0 11-3 11-5 11-8 11-11 12-1 12-3 12-6 12-8 12-10 x 16 844 913 980 1044 1107 1167 1226 1284 1341 1396 1450 1503 1556 1607 1658 1707 1757 7-9 8-1 8-5 8-8 8-11 9-2 9-4 9-7 9-10 10-0 10-2 10-5 10-7 10-9 10-11 11-1 11-3 8 24 967 1046 1122 1195 1267 1336 1404 1470 1535 1598 1660 1721 1781 1848 1897 1995 2011 RESIDENCE AND ITS ATTIC AREA BY MEANS F MINIMUM 0 -t 0 z o Great Room 5/8" TYPE X GYPSUM BOARD APPLIED TO o SIDE. WHEREVER THE ATTIC AREA IS CONTI HE GARAGE UOUS 12-6 13-0 13-6 13-11 14-4 14-8 15-1 '15-5 15-9 16-1 16-5 16-8 17-0 17-3 17-6 17-9 18-0 2 12 767 830 890 949 1005 1061 1114 1167 1218 1268 1317 1366 1413 1460 1506 1551 1596 11-4 11-10 12-3 12-8 13-0 13-4 13-8 14-0 14-4 14-7 14-11 15-2 15-5 15-8 15-11 16-2 16-5 x 16 844 913 980 1044 1107 1167 1226 1284 1341 1396 1450 1503 1556 1607 1658 1707 1757 9-11 10-4 10-8 11-0 11-4 11-8 11-11 12-3 12-6 12-9 13-0 13-3 13-6 13-8 13-11 14-1 14-4 10 24 967 1046 1122 1195 1267 1336 1404 1470 1535 1598 1660 1721 1781 1848 1897 1995 2011 Master Bedroom 2'-4' -6 00 0 15-2 15-10 16-5 16-11 17-5 17-11 18-4 18-9 19-2 19-7 19-11 20-3 20-8 21-0 21-4 21-7 21-11 2 12 767 830 890 949 1005 1061 1114 1167 1218 1268 1317 1366 1413 1460 1506 1551 1596 ABOVE 13-10 14-4 14-11 15-4 15-10 16-3 16-8 7-0 17-5 17-9 18-1 18-5 18-9 19-1 19-4 19-8 19-11 x 16 844 913 980 1044 1107 1167 1226 284 1341 1396 1450 1503 1556 1607 1658 1707 1757 12-1 12-7 13-0 13-5 13-10 14-2 14-7 14-11 15-2 15-6 15-10 16-1 16-5 16-8 16-11 17-2 17-5 12 24 967 1046 1122 1195 1267 1336 1404 1470 1535 1598 1660 1721 1781 1848 1897 1995 2011 DESIGN CRITERIA: STRENGTH- LIVE LOAD OF 60 PSF PLUS DEAD LOAD OF 10 PSF DETERMINES THE FIBER STRESS VALUE SHOWN. DEFLECTION -LIVE LOAD OF 60 PSF. LIMITED TO SPAN (IN INCHES) DIVIDED BY 360 37'-4" O I _ 1ST FLOOR DECK FINISHED GRADE (ELEV. VARIES) I I 12"DIA. CONCRETE SONOTUBE ® 4'0" BELOW GRADE MIN., L J TYPICAL STEPSIf GRADE --I AS RECUIII'IREO I I 12" IDING NC,LANDI I I BOTTOM ® STAIR L J I L J 1- . SEE PLAN FOR LIMIT OF DECK 2X4 P.T. TOP AND BOTTOM RAILS_LINEtlF SCALE: HOUSE— W/ 2X2 P.T. 13AULUSTERS 0 2 4' 6' 0 5" O.C. MAX 1/4"= 1'-0" 4X4 P.T. POST 01.10.003 Deck Area RAILING `0 Deck Area HEIGHT m m u L 15'-0' 0 I m O O a III N u U N y C O•- t,2 .N TO oYE��ino� M II N u o._ 7'-2" 4'-0" O O L;2'- C 6'-6" EoO 1ST FLOOR 12'-0" p O D O O 13'-0" III III z N DECK o � 3•-�.''. c- c FINISHED GRADE -1---rT I I t C C O U O 0 0 O (ELEV. VARIES) I I I I d 12" DEEP CONIC I I I I LANDING O �0 In CS N�aLT BOTTOM OF STAIR L J C SIDE SEE PLAN FOR LIMIT OF DEC E C v O 0- CIO o Ij I u 2X4 P.T. TOP AN BOTTOM RAILS N o 0 0 D n O,C_ E U` W/ 2X2 P.T. BAULI STERS U p c 3 O ..�. F o Vl O d O N C ter Bath 0 5" O.C. MAX III N O— RAILING 4X4 P.T. PAST In •U Q V c 0' O I _ 1ST FLOOR DECK FINISHED GRADE (ELEV. VARIES) I I 12"DIA. CONCRETE SONOTUBE ® 4'0" BELOW GRADE MIN., L J TYPICAL STEPSIf GRADE --I AS RECUIII'IREO I I 12" IDING NC,LANDI I I BOTTOM ® STAIR L J I L J First Floor Plan SCALE 1/4" = 1'0" 1- . ELEVATIONS SCALE: EXTENDED 0 2 4' 6' 1/4"= 1'-0" PLAN #: 01.10.003 Deck Area i; i `0 Deck Area c c m m u L 15'-0' YC O C m O O a III N u U N y C O•- t,2 .N TO oYE��ino� a�oc II N u o._ 7'-2" 4'-0" O O L;2'- C 6'-6" EoO 11'- 4'4,! 12'-0" p O D O O 13'-0" III III z N o � 3•-�.''. c- c o I N C v U t C C O U O 0 0 O a DL ll d BOXED WINDOWAa III O �0 In CS N�aLT C LI O N Cpc •_ E C v O 0- CIO o Ij I u N o 0 0 D n O,C_ E U` J U p c 3 O ..�. F o Vl O d O N C ter Bath v ' N O— 3 Y O •N _ In •U Q V c 0' c c o o w w a E o w cava uin oa O0u0 W ID VV � UP n L N U o — L a� y �p U N p W OO T - U ¢cE0m.0 I Q 3603.5.1 OPENING PROTECTION: . . . OPENI GS D I BETWEEN THE GARAGE AND THE DWELLING ALL BE Ul 0- m m m Q)co = I � ~ EQUIPPED WITH , <A> 20 MINUTE FIRE TED OI Z O ath o©© Eating A ea - DOOR(S). SELF CLOSING DEVICES AND FIRE ESISTIVE O Q TOE TENT 2a RATED DOOR FRAMES ARE NOT REQUIRED �' 4" 8'-10" I o�l� CD o O N 75R 3603.5.2 FIRE SEPARATION: Wal -in 1 LLA 00 Kitchen Q) N THE GARAGE SHALL BE SEPARATED FROM T E 21 6 1- O Cl IECI4 0 TERI J m Q RESIDENCE AND ITS ATTIC AREA BY MEANS F MINIMUM 0 -t 0 z o Great Room 5/8" TYPE X GYPSUM BOARD APPLIED TO o SIDE. WHEREVER THE ATTIC AREA IS CONTI HE GARAGE UOUS Lei vi o. o O I BETWEEN THE GARAGE AND THE DWELLING FIRE STOP 2g 26 O cq W/CATHEDRAL CEILING oN OF 5/8" TYPE X GYPSUM BOARD SHALL BEI SED TO FORM A BARRIER TO SEPARATE THE GARAGE AND 7'-2" DWELLING. 26 I Master Bedroom 2'-4' -6 00 0 2 Car Garage I cD 26 2"X6"WALL FOR PLUMBING ABOVE 2a - _ - - - - BOXED WINDOW it i I I 50 Dining Room o 16'-2" g'_4" II 18'-6"o Farmers Porch Entry i i o UP STAIRS GO 9'0"X7'0"O. H. GARAGE DR 9'0"X7'0"O.H.GARAGE R O 9"min.-TREADS 8.25"max.-RISE D 3- 4._4„ �,_ _2„ q'_4„ 4,-8" 3'_0" 7'-4". 16'-0" 28'-0" 16'-0" 26'-0" First Floor Plan SCALE 1/4" = 1'0" c m O Z N LO00O C W Cid �D z Lo U a � L M O 1- . ELEVATIONS SCALE: 0 2 4' 6' 1/4"= 1'-0" PLAN #: 01.10.003 `0 y c c m m u L o E 0 YC O C m O O a N u U N y C O•- t,2 .N TO oYE��ino� a�oc E 0" o m u o._ n= 0 Da O O EoO y L> �' p O D O O N 3 C N CD •C O N o � 3•-�.''. c- c N C v U t C C O U O 0 0 O W 0 .0� N (j O �0 In CS N�aLT C LI O N Cpc •_ E C v O 0- CIO o u N o 0 0 D n O,C_ E U` J U p c 3 O ..�. F o Vl O d O N C N O— 3 Y O •N E =I t E In •U Q V c 0' c c o o w w a E o w cava uin oa O0u0 OU a 6 O n L N U c O U N y 0 0 O — L a� y �p U N p W OO T - ¢30� U ¢cE0m.0 Q D Ul 0- m m m Q)co = � ~ Z O O Q o c Q1 � r7 CD O N 75R m CO LLA 00 Q) N z O O w J m Q Ln O 0 -t 0 z O Lei vi o. o O c m O Z N LO00O C W Cid �D z Lo U a � L M O