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HomeMy WebLinkAbout011 A5.2 EXTERIOR DETAILS 07-31-18A5.2 EXTERIOR DETAILS SCALE: 1 A5.2 SHINGLE ROOF EAVE 3/4" = 1'-0" Desc. DateCopyright 2018 c REVISIONS No. bayliss architects, P.C.Bozeman, MT 59771-1134 P.O. Box 1134 generated: 7.31.2018 JOB NUMBER: checked by: drawn by: DATE ISSUED: WALSH GARAGE K.C. & KAREN WALSH 921 S. WILLSON AVE BOZEMAN, MT 59715 07/31/18 ISSUED FOR CONSTRUCTION jbt bw 2018-06BAYLISS WARD # 1697 ROOF ASSEMBLY - PER ROOF TYPE SPRAYED POLYURETHANE INSUL. (5" MIN.) @ EXT. WALL CONNECTION 2x BEVELED BLOCKING BETWEEN RAFTERS WALL ASSEMBLY - PER WALL TYPE EXT. FINISH - PER ELEV.O'HANG - PER ROOF PLAN EXT. WOOD TRIM - MATCH EXIST.1. REFER TO ROOF PLAN FOR ROOF SLOPE.2x8 RAFTER TAILS - FINISH TO MATCH EXIST.3 A5.2 ROOF ASSEMBLY - PER ROOF TYPE WALL ASSEMBLY - PER WALL TYPE SHINGLES - MATCH EXIST.RAFTERS - PER STRUCT.EXT. FINISH - PER ELEV.EXT. WOOD TRIM - MATCH EXIST.O'HANG - PER ROOF PLAN 4 A5.2 SCALE: 2 A5.2 SHINGLE ROOF RAKE 3/4" = 1'-0" SHINGLES - MATCH EXIST.FASTENERS - PER MANUF.NAIL @ 16" O.C.UNDERLAYMENT - SUB LAYER CLEAT W/ FASTENERS @ 16" O.C.STYLE D EAVE FLASHING 2x3 WOOD FASCIA 16d (2) ROWS @ 24" O.C.RAFTER TAIL - FINISH TO MATCH EXIST.1x T&G SOFFIT - MATCH EXIST.SCALE: 3 A5.2 SHINGLE ROOF EAVE FLASHING 3" = 1'-0" SHINGLES - MATCH EXIST.UNDERLAYMENT - LAP OVER FLASHING NAIL @ 16" O.C.UNDERLAYMENT - SUB LAYER EDGE FLASHING RAFTER - PER STRUCT.EXT. WOOD TRIM - MATCH EXIST.1x T&G SOFFIT - MATCH EXIST.SCALE: 4 A5.2 SHINGLE ROOF RAKE FLASHING 3" = 1'-0" 1'- 4 1 4 " SH I N G L E S - M A T C H E X I S T . C L UN D E R L A Y M E N T - S U B L A Y E R SH E A T H ' G - P E R S T R U C T . ME T A L D R I P E D G E 2x 3 W O O D F A S C I A 6x 1 0 W O O D B E A M - P E R ST R U C T . 2x 8 R A F T E R @ 1 6 " O . C . , F I N I S H EN D T O S U I T E X I S T . R A F T E R S 4x 4 W O O D B E A M - P E R ST R U C T . , B E V E L E N D T O MA T C H E X I S T . K N E E B R A C E S 4x 4 W O O D B E A M 5 8 " D I A . T H R U B O L T S , CO U N T E R S I N K & P L U G CO U N T E R S I N K BO L T I N T O P O S T 1 1 2 " 1'- 7 1 2 " HA N G E R - P E R ST R U C T . WO O D B L O C K I N G - M A T C H E X I S T . BI R D S M O U T H RA F T E R S @ R O O F CO N N E C T I O N 2x L E D G E R (2 ) 5 8 " D I A . x 4 " L A G S C R E W S , CO U N T E R S I N K & P L U G (2 ) 5 8 " D I A . x 1 0 " L A G SC R E W , C O U N T E R SI N K I N T O W A L L FR A M I N G 3x 4 W A L L P L A T E - PR O F I L E T O M A T C H EX I S T I N G K N E E B R A C E S SHINGLES - MATCH EXIST.EXTERIOR FINISH - SEE ELEV.SHEATH'G - PER SHEAR PLAN FRAMING & INSUL. - PER WALL TYPE LAP BUILDING WRAP OVER FLASHING ROOF UNDERLAYMENT SUB-FLASHING; 4" END LAPS W/ CONT. CAULK AT LAPS ROOF UNDERLAYMENT COUNTERFLASHING; 4" END LAPS W/ CONT. CAULK @ LAPS SHEATH'G - PER STRUCT.FRAMING - PER FRMG. PLAN HANGER - PER STRUCT. SC A L E : 8 A5 . 2 RO O F F L A S H I N G @ W A L L 3" = 1 ' - 0 " ROOF PIPE PENETRATION OF 4" DIA. OR LESS CONT. CAULK SEAL SS HOSE CLAMP RUBBERIZED "BOOT" FLASHING SET RUBBERIZED BOOT IN CONT.BEAD OF CAULK. USE FASTENERS AS SPECIFIED BY BOOT MANUF. CAULK FASTENER HEADS STEP FLASHING ASPHALT SHINGLE STEP FLASHING UNDERLAYMENT SHEATH'G - PER STRUCT.FRAMING - PER FRMG. PLAN NO T E S : 1. I F P I P E I S M A D E O F M E T A L , I T M U S T B E P A I N T E D T O P RE V E N T R U S T R U N - O F F . 2. P O S I T I O N S Q U A R E B A S E D B O O T S I N A D I A M O N D O R I E N T A T ION WHERE POSSIBLE TO AID IN DIV E R T I N G W A T E R . 3. E X T E N D P I P E / V E N T A S N E C E S S A R Y T O P R O V I D E A N 1 8 " M IN. HEIGHT ABOVE FINISHED RO O F . 4. R E F E R T O S M A C N A F I G U R E 4 - 1 9 A ; S E C T I O N 4 . 3 8 . 5. R E F E R T O S P E C I F I C M A N U F . F O R C O M P L E T E I N S T A L L A T I O N INSTRUCTIONS & DETAILS. SC A L E : 7 A5 . 2 RO O F V E N T P I P E P E N E T R A T I O N 3" = 1 ' - 0 " CONFIRM HEIGHT AND OFFSET REQUIRED @ DOWNSPOUT FOR EACH LOCATION TRANSITION TO DOWNSPOUT @ 45° WHERE NECESSARY FULL HT. VERIFY HT. ON SITE USE CORROSION RESISTANT SCREW AND SLEEVE EMBEDDED IN SEALANT SEALANT EXTEND DOWNSPOUT 2" MIN.THROUGH 6" PIPE BASE COURSE ABOVE GRADE FDN. DRAIN - DRAIN TO DAYLIGHT OR APPROVED STORM SYSTEM - SEE FDN.PLAN 6" PVC PIPE CONNECT TO STORM SEWER LINE OR DRAIN TO DAYLIGHT NO T E : SE E S P E C I F I C A T I O N S F O R D O W N S P O U T A N D G U T T E R S T Y L E SC A L E : 6 A5 . 2 DO W N S P O U T D E T A I L 3" = 1 ' - 0 " WALL ASSEMBLY - PER WALL TYPE BUILDING WRAP - LAP OVER FLASHING WOOD TRIM CAP W/ SAWCUT DRIP EDGE FLOOR ASSEMBLY - PER FLOOR TYPE 2x12 WOOD TRIM BUILDING WRAP - LAP OVER FLASHING SHEET MTL. FLASHING CONT. SILL SEAL GASKET GRADE - SLOPE MIN. 2% FROM BUILDING BACKFILL DAMPPROOFING 2x6 P.T. BASE PLATE T.O.S. -MAIN FLOOR EL. - SEE EXT. ELEVATIONS NO T E S : 1. G . I . F L A S H I N G I S T O S T A R T @ T O P O F F L A S H I N G , B E H I ND F L A S H I N G , A N D R U N C O N T . DO W N C O N C . F D N . W A L L 1 0 " M I N . 2. W A T E R P R O O F I N G S H E E T I S T O R U N U P B E H I N D W A L L F L A S HING AND G.I. FLASHING 3. S L O P E C O N C . S L A B S @ 2 % M I N . A W A Y F R O M B U I L D I N G 11 A5 . 2 SAWCUT DRIP EDGE WA L L A S S E M B L Y - P E R W A L L T Y P E BU I L D I N G W R A P - L A P O V E R FL A S H I N G WO O D T R I M C A P W / S A W C U T DR I P E D G E FL O O R A S S E M B L Y - P E R F L O O R T Y P E 2x 1 2 W O O D T R I M C A P W / SA W C U T D R I P E D G E BU I L D I N G W R A P - L A P O V E R FL A S H I N G SH E E T M T L . F L A S H I N G CO N T . S I L L S E A L G A S K E T EX P A N S I O N J O I N T AN C H O R B O L T - P E R S T R U C T . BA C K F I L L DA M P P R O O F I N G 2x 6 P . T . B A S E P L A T E NO T E S : 1. G . I . F L A S H I N G I S T O S T A R T @ T O P O F F L A S H I N G , B E H I ND F L A S H I N G , A N D R U N C O N T . DO W N C O N C . F D N . W A L L 1 0 " M I N . 2. W A T E R P R O O F I N G S H E E T I S T O R U N U P B E H I N D W A L L F L A S HI N G A N D G . I . F L A S H I N G 3. S L O P E C O N C . S L A B S @ 2 % M I N . A W A Y F R O M B U I L D I N G 4. S I M I L A R C O N D I T I O N A T B A C K F I L L T. O . S . - M A I N F L O O R EL . - S E E E X T . E L E V A T I O N S 11 A5 . 2 SA W C U T D R I P E D G E BU I L D I N G W R A P - L A P O V E R FL A S H I N G SH E E T M T L . F L A S H I N G WO O D T R I M C A P W / S A W C U T DR I P E D G E 2x 1 2 W O O D T R I M W / S A W C U T DR I P E D G E 2 1 2 " 3 4 " 1 3 4 " BU I L D I N G W R A P - L A P O V E R FL A S H I N G SI D I N G - P E R E L E V . SH E E T M T L . F L A S H I N G 2x 8 x 8 W O O D T R I M W / BE V E L E D T O P & S A W C U T DR I P E D G E BU I L D I N G W R A P - L A P O V E R FL A S H I N G LI G H T I N G F I X T U R E SH E E T M T L . F L A S H I N G SA W C U T D R I P E D G E WA L L A S S E M B L Y - P E R W A L L T Y P E EX T . F I N I S H - P E R E L E V . BU I L D I N G W R A P SH E A T H ' G - P E R S T R U C T . ST U D F R M G . - P E R S T R U C T . 2x 6 W O O D C O R N E R T R I M WA L L A S S E M B L Y - P E R W A L L T Y P E EX T . F I N I S H - P E R E L E V . BU I L D I N G W R A P SH E A T H ' G - P E R S T R U C T . ST U D F R M G . - P E R S T R U C T . 2x 2 W O O D I N S I D E C O R N E R TR I M WA L L A S S E M B L Y - P E R W A L L T Y P E FL O O R A S S E M B L Y - P E R F L O O R T Y P E BU I L D I N G W R A P - L A P O V E R FL A S H I N G EX T . F I N I S H - P E R E L E V S . SH E E T M E T A L F L A S H I N G WO O D T R I M C A P W / S A W C U T DR I P E D G E 2x 1 2 W O O D T R I M T. O . S U B F L R . - M A I N EL . - S E E B L D G . S E C T . 5" S P R A Y E D P O L Y U R E T H A N E IN S U L A T I O N P I L L O W I N J O I S T SP A C E SA W C U T D R I P E D G E T. O . P L . - M A I N EL . - S E E B L D G . S E C T . WA L L A S S E M B L Y - P E R W A L L T Y P E 11 A5 . 2 RIM J O I S T - P E R S T R U C T . SC A L E : 5 A5 . 2 SI D I N G @ F O U N D A T I O N W A L L 1 1 / 2 " = 1 ' - 0 " SC A L E : 12 A5 . 2 SI D I N G @ E X T E R I O R S L A B 1 1 / 2 " = 1 ' - 0 " SC A L E : 11 A5 . 2 WA L L B E L L Y B A N D D E T A I L 6" = 1 ' - 0 " SC A L E : 10 A5 . 2 EX T . W A L L M O U N T E D L I G H T 6" = 1 ' - 0 " SC A L E : 9 A5 . 2 EX T . T R I M @ O U T S I D E C O R N E R 1 1 / 2 " = 1 ' - 0 " SC A L E : 14 A5 . 2 EX T . T R I M @ I N S I D E C O R N E R 1 1 / 2 " = 1 ' - 0 " SC A L E : 13 A5 . 2 KN E E B R A C E @ L O W E R R O O F 1 1 / 2 " = 1 ' - 0 " SC A L E : 15 A5 . 2 SI D I N G @ U P P E R F L O O R 1 1 / 2 " = 1 ' - 0 " 3x 4 W A L L P L A T E - P R O F I L E T O MA T C H E X I S T I N G K N E E B R A C E S 4x 4 W O O D K N E E BR A C E , A N G L E T O MA T C H E X I S T . K N E E BR A C E S 4x 4 B E A M , B E V E L E N D T O MA T C H E X I S T . K N E E B R A C E S 2x 1 2 R A F T E R - BI R D S M O U T H AT K N E E B R A C E (2 ) 5 8 " D I A . x 4 " L A G SC R E W , C O U N T E R SI N K & P L U G 1 1 2 " 2'- 5 1 2 " (2 ) 5 8 " D I A . T H R U B O L T S , CO U N T E R S I N K & P L U G (2 ) 5 8 " D I A . x 1 0 " L A G SC R E W , C O U N T E R S I N K IN T O W A L L F R A M I N G PR O V I D E ( 3 ) 2 x 6 s O N B O T H SI D E S O F B R A C E WO O D F A S C I A BE Y O N D WO O D T R I M - T O MA T C H E X I S T . SC A L E : 16 A5 . 2 KN E E B R A C E @ U P P E R R O O F 1 1 / 2 " = 1 ' - 0 "