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HomeMy WebLinkAboutPrelim Drawing Sheet 08 08-13-2012.pdfSE C O N D F L O O R & L O W E R R O O F F R A M I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " A10 D12 C11 A11 B 11 B12 A12 B12 A 12 B 10 A10 B10 B 11 A11 C11 D 12 C12 C 12 11.875" TJI 110 FLOOR JOISTS @ 16" o.c. 2 x 1 2 H E A D E R EX T E R I O R W A L L WI T H S T O N E F A C I N G (T Y P I C A L ) PE R I M E T E R L I N E O F 2N D F L O O R A B O V E 2 x 6 HDR TRIPLE 2 X 8 CEILING JOISTS @ 16" o.c. CBM-01: QUADRUPLE 2 x 8 CEILING BEAM (BOTTOM FLUSH WITH CEILING JOISTS) 2 x 8 R A F T E R S @ 1 6 " o . c . CBM-01: QUADRUPLE 2 x 8 CEILING BEAM (BOTTOM FLUSH WITH CEILING JOISTS) 2 x 8 RAFTERS @ 16" o .c. 2 x 8 R A F T E R S @ 1 6 " o . c . STAIRWAY DOWN S T A I R W A YDOWN 2 x 8 HDR2 x 8 HDR TRIPLE TRIPLE 2 x 8 HDR TRIPLE 2 x 8 HDR 2 x 8 R A F T E R S @ 1 6 " o . c . 2 x 8 R A F T E R S @ 1 6 " o . c . FB M - X X : 7 . 0 0 " x 1 8 . 0 0 " 2 . 0 E PA R A L L A M P S L B E A M (T O P F L U S H W I T H F L O O R J O I S T S ) 11.875" TJI 110 FLOOR JOISTS @ 16" o.c. 11 . 8 7 5 " T J I 1 1 0 F L O O R JO I S T S @ 1 6 " o . c . 11.875" TJI 110 FLOOR JOISTS @ 16" o.c. 11.875" TJI 110 FLOOR JOISTS @ 16" o.c. 2 x 8 CEILING JOISTS @ 16" o.c. 2 x 8 RAFTERS @ 16" o.c. 2 x 8 RAFTERS @ 16" o.c. 2 x 8 C E I L I N G JO I S T S @ 1 6 " o . c . 2 x 8 C L G J S T S @ 1 6 " o . c . WI T H U 2 6 H A N G E R S TO B E A M 2 x 8 CLG JSTS @ 16" o.c.WITH U26 HANGERS TO BEAM TR I P L E LINE OFROOFVALLEY 2 x 8 CLG JSTS @ 16" o.c.WITH U26 HANGERS TO BEAM 2 x 6 H D R 2 x 6 H D R 2 x 6 H D R 2 x 6 HDR LI N E O F EX T E R I O R ST U D W A L L (T Y P I C A L ) TR I P L E TRIPLE 2 x 8 HIP RAFTER DO U B L E 2 x 8 H I P B O A R D DOUBLE 2 x 8 HIP BOA RD TRIPLE DOUBLE 2 x 8 HIP BOA RD NO T E : S T R A P OP P O S I N G RA F T E R S W I T H LS T A 3 0 S T R A P S AC R O S S R I D G E . 2 x 8 RAFTERS @ 16" o.c. 2 x 1 0 R I D G E B O A R D 2 x 6 H D R 2 x 8 H D R 2 x 6 HDR CB M - 0 2 : 7 . 0 0 " x 1 6 . 0 0 " 2 . 0 E P A R A L L A M P S L B E A M (B O T T O M F L U S H W I T H C E I L I N G J O I S T S ) TR I P L E CBM-03: 7.00" x 16.00" 2.0E PARALLAM PSL BEAM (TOP FLUSH WITH TOP OF CEILING JOISTS) 6 x 6 HDR TRIPLE TR I P L E TRIPLE 2 x 6 HEADER (CONTINUOUS) 2 x 1 2 H E A D E R HD R - 0 1 : 5 . 2 5 " x 1 6 . 0 0 " 2 . 0 E P A R A L L A M P S L H E A D E R 2 x 6 H D R 2 x 6 H D R 2 x 6 HDR 5" x 5 " x 0 . 3 7 5 " S T E E L ST U C T U R A L T U B E W I T H CC O 7 . 1 2 5 C O N N E C T O R T O PA R A L L A M P S L B E A M 2 x 6 HDR CBM-01: QUADRUPLE 2 x 8 CEILING BEAM (BOTTOM FLUSH WITH CEILING JOISTS) 2 x 6 HDR 2 x 6 HDR TR I P L E 2 x 6 HD R 2 x 6 HDR TRIPLE 2 x 6 HDR TR I P L E 2 x 8 H D R 2 x 8 HDR 2 x 6 HDRCBM-01: QUADRUPLE 2 x 8 CEILING BEAM (BOTTOM FLUSH WITH CEILING JOISTS) 2 x 8 HIP RAFTER 2 x 1 0 R I D G E B O A R D 2 x 8 R A F T E R S @ 1 6 " o . c . 2 x 8 C E I L I N G JO I S T S @ 1 6 " o . c . 2 x 8 R A F T E R S @ 1 6 " o . c . 2 x 6 C E I L I N G JO I S T S @ 1 6 " o . c . 2 x 6 C E I L I N G JO I S T S @ 1 6 " o . c . NO T E : S T R A P O P P O S I N G RA F T E R S W I T H L S T A 3 0 ST R A P S A C R O S S R I D G E . 2 x 8 R A F T E R S @ 1 6 " o . c . 4 x 4 C R I P P L E P O S T F R O M CE I L I N G B E A M T O H I P W I T H BC 4 0 @ P O S T T O B E A M A N D AC 4 @ P O S T T O H I P 4 x 4 C R I P P L E P O S T F R O M CE I L I N G B E A M T O H I P W I T H BC 4 0 @ P O S T T O B E A M A N D AC 4 @ P O S T T O H I P 4 x 4 C R I P P L E P O S T F R O M CE I L I N G B E A M T O H I P W I T H BC 4 0 @ P O S T T O B E A M A N D AC 4 @ P O S T T O H I P 5" x 5 " x 0 . 3 7 5 " S T E E L ST U C T U R A L T U B E W I T H CC O 7 . 1 2 5 C O N N E C T O R T O PA R A L L A M P S L B E A M 2 x 8 C L G J S T S @ 1 6 " o . c . WI T H U 2 6 H A N G E R S TO B E A M 2 x 8 HIP BOARD2 x 8 HIP BOARD 2 x 1 0 R I D G E B O A R D 2 x 8 HIP BOARD 2 x 8 H I P B O A R D 2 x 6 CEILING JOISTS @ 16" o.c. 2 x 8 CEILING JOISTS @ 16" o.c. 2 x 8 R A F T E R S @ 1 6 " o . c . 2 x 8 RAFTERS @ 16" o.c. 2 x 8 RAFTERS@ 16" o.c.2 x 8 RAFTERS @ 16" o.c.TRIPLE 2 x 12 HDR TRIPLE 2 x 8 HDR TRIPLE 2 x 8 HDR TR I P L E 2 x 1 2 H D R TR I P L E 2 x 6 HD R TRIPLE 2 x 12 HDR 2 x 6 H D R 2 x 6 H D R 2 x 8 RAFTERS @ 16" o.c. TR I P L E 2 x 6 HE A D E R (C O N T I N U O U S ) TR I P L E TRIPLE 2 x 6 HDR TR I P L E 2 x 6 HD R 2 x 6 HDR TR I P L E TRIPLE 2 x 6 H D R 2 x 8 H I P R A F T E R LINE OF ROOF EAVE (TYPICAL) 2 x 6 HDR 2 x 8 HDR TRIPLE 2 x 8 HDR TRIPLE TRIPLE TRIPLE 2 x 12 HDR TRIPLE TRIPLE DO U B L E TR I P L E DOUBLE DOUBLE DOUBLE TR I P L E 2 x 6 HD R TR I P L E 2 x 8 H D R TRIPLE 2 x 12 BEAM TR I P L E 2 x 1 2 B E A M NO T E : C R O S S H A T C H I N G (S E E A B O V E ) I N D I C A T E S AR E A S O F D O U B L E R O O F (I . E . U P P E R E X P O S E D R O O F CO N S T R U C T E D O V E R LO W E R S T R U C T U R A L R O O F ) TR I P L E TRIPLE TR I P L E 2 x 1 0 R I D G E BO A R D LI N E O F RO O F VA L L E Y 2 x 8 R A F T . @ 1 6 " o . c . (O V E R M A I N RA F T E R S ) LI N E O F RO O F VA L L E Y 2 x 8 H I P B O A R D 2 x 10 RIDGE BOAR D 2 x 8 HIP BOARD 2 x 8 R A F T E R S @ 1 6 " o . c . 2 x 8 R A F T E R S @ 1 6 " o . c . TR I P L E 2 x 6 H D R TR I P L E TR I P L E TRIPLE TR I P L E 2 x 8 R A F T . @ 1 6 " o . c . (O V E R M A I N RA F T E R S ) LI N E O F RO O F VA L L E Y LI N E O F RO O F VA L L E Y 2 x 8 C E I L I N G JO I S T S @ 1 6 " o . c . 2 x 8 R A F T E R S @ 1 6 " o . c . DOUBLE 2 x 12 HDR 2 x 10 RIDGE BOARD 2 x 8 R A F T E R S @ 1 6 " o . c . 2 x 8 RAFTERS @ 16" o.c. TR I P L E 2 x 6 HD R TR I P L E 2 x 6 HD R 2 x 8 HIP BOARD 2 x 8 RAFTERS@ 16" o.c. 2 x 1 0 R I D G E B O A R D TR I P L E 2 x 6 H D R (T Y P I C A L A T C U R V E ) 2 x 6 H D R 2 x 6 HDR TRIPLE 2 x 8 RAFTERS @ 16" o.c.2 x 8 RAFTERS @ 16" o.c. 2 x 8 RAFTERS @ 16" o.c. LI N E O F RO O F E A V E (T Y P I C A L ) LI N E O F RO O F E A V E (T Y P I C A L ) LI N E O F RO O F E A V E (T Y P I C A L ) 2 x 8 R A F T E R S @ 1 6 " o . c . TR I P L E 2 x 1 2 B E A M TR I P L E 2 x 1 2 B E A M 2 x 8 RAFTERS @ 16" o.c. 2 x 8 V A L L E Y RA F T E R VA L L E Y L I N E AT C H A N G E I N RO O F P I T C H NO T E : S T R A P O P P O S I N G RA F T E R S W I T H L S T A 3 0 ST R A P S A C R O S S R I D G E . 2 x 8 R A F T . @ 1 6 " o . c . (O V E R M A I N RA F T E R S ) LI N E O F RO O F VA L L E Y LI N E O F RO O F VA L L E Y 2 x 8 R A F T . @ 1 6 " o . c . (O V E R M A I N RA F T E R S ) 2 x 8 H I P R A F T E R LA U N D R Y CH U T E OP E N I N G 11.875" TJI 230 FLOOR JOISTS @ 16" o.c. TRIPLE 11.875" TJI 230 FLOOR JOIST UNDER SECOND FLOOR EXTERIOR WALL DO U B L E 1 1 . 8 7 5 " T J I 1 1 0 FL O O R J O I S T U N D E R SE C O N D F L O O R W A L L DO U B L E 1 1 . 8 7 5 " T J I 2 3 0 FL O O R J O I S T U N D E R SE C O N D F L O O R W A L L TRIPLE 2 x 6 HDR DO U B L E 1 1 . 8 7 5 " T J I 2 3 0 FL O O R J O I S T U N D E R SE C O N D F L O O R W A L L 11.875" TJI 230 FLOOR JOISTS @ 16" o.c. 11.875" TJI 230 FLOOR JOISTS @ 16" o.c. 11.875" TJI 230 FLOOR JOISTS @ 16" o.c. 11.875" TJI 230 FLOOR JOISTS @ 16" o.c. 11 . 8 7 5 " T J I 1 1 0 FL O O R J O I S T S @ 1 6 " o . c . FB M - X X : 5 . 2 5 " x 1 1 . 8 7 5 " 2. 0 E P A R A L L A M P S L B E A M (F L U S H W I T H F L O O R J O I S T S ) 11.875" TJI 110 FLOOR JOISTS @ 16" o.c. FB M - X X : 7 . 0 0 " x 1 8 . 0 0 " 2 . 0 E PA R A L L A M P S L B E A M (T O P F L U S H W I T H F L O O R J O I S T S ) TR I P L E 2 x 6 HD R TR I P L E 1 1 . 8 7 5 " T J I 1 1 0 FL O O R J O I S T A T E D G E O F SE C O N D F L O O R 11.875" TJI 110 FLOOR JOISTS @ 16" o.c.2 x 8 R A F T E R S @ 1 6 " o . c . DO U B L E 2 x 8 VA L L E Y R A F T E R DO U B L E 2 x 6 H D R TR I P L E 2 x 8 H D R 2 x 8 CEILING JOISTS @ 16" o.c. 2 x 8 C E I L I N G JO I S T S @ 1 6 " o . c . DO U B L E 1 1 . 8 7 5 " T J I 2 3 0 FL O O R J O I S T U N D E R SE C O N D F L O O R W A L L NOTE: STRAP OPPOSING RAFTERS WITH LSTA30 STRAPS ACROSS RIDGE. NO T E : S T R A P OP P O S I N G RA F T E R S W I T H LS T A 3 0 S T R A P S AC R O S S R I D G E . State of California Licensed Architect Renewal Date:November 30, 2013F. Paul Sheehan C-23133 DATE:SCALE:DRAWN BY:JOB NO.DRAWING SHEET NO.OF 15 SHEETS08-14-2012 AS NOTED F.P.S.108-102 8A NEW CUSTOM RESIDENCE FOR:1004 WEST 141ST STREET CARMEL, INDIANA 46032design & plans by:Sheehan and Associates architecture • project planning • construction F. Paul Sheehan, Architect 305 Calle Higuera Camarillo, CA 93010 (805) 482-7209 These drawings and specifications are the property of Sheehan and Associates, and are protected under all applicable copyright laws. They are not to be changed,copied in whole or in part, nor used on any other work without the express written consent of Sheehan and Associates.COPYRIGHT NOTICE © 2012 Sheehan and Associates F. Paul Sheehan, ArchitectREVISIONS