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HomeMy WebLinkAbout31 A5.0 Roof Plan 6-17-2019 2'-6" FRAME OPENING LENGTH 3'-1" OVER ALL3'-0" FRAME OPENING LENGTH3'-7" OVER ALLBONDING ADHESIVE ROOF MEMBRANEPLATE & FASTENER1 1/2" MIN. HOT AIR WELDBLOCKOUT OPENINGPER STRUCTURALWRAP GYP. BD. TO ROOF HATCH18" WIDE STEEL ROOF ACCESSLADDER - PAINT BLACK STEEL ROOF ACCESS LADDERA5.1 12 1/2"x 3/8" STEEL SIDE RAILS3/4" DIA. SMOOTH BAR RUNGS AT 12" O.C.4"x 3/8" x8" BENT PL WALLBRACKET (EA.SIDE), PROVIDEBLOCKING IN WALL FOR1/2"x4" LAG BOLTSSCALE:DETAILA5.01 - 1/2"=1'-0"1(ROOF HATCH)1'-0"2 1/2"TREATED WOODNAILER R D O F D R D O F D R D O F D R D O F D R D O F D R D O F D R I D G E S K Y L I G H T R I D G E R I D G E 1 / 4 " / F T . S L O P E 1 / 4 " / F T . S L O P E 1/4"/ FT. SLOPE 1 / 4 " / F T . S L O P E R D O F D 3 : 1 2 S L O P E 3 : 1 2 S L O P E 3 : 1 2 S L O P E 3 : 1 2 S L O P E 2:12 SLOPE2 : 1 2 S L O P E 6'-2" 6'-0" 20'-2" 1 / 4 " / F T . S L O P E 1 / 4 " / F T . S L O P E 1/4"/ FT. SLOPE 1 / 4 " / F T . S L O P E 1 / 4 " / F T S L O P E 1 / 4 " / F T S L O P E 1/4"/ FT SLOPE 1 / 4 " / F T S L O P E 1 / 4 " / F T . S L O P E 1 / 4 " / F T . S L O P E 1/4"/ FT. SLOPE 1 / 4 " / F T S L O P E 1 / 4 " / F T S L O P E 1 / 4 " / F T S L O P E 1/4"/ FT SLOPE 1 / 4 " / F T . S L O P E D O W N S P O U T D O W N S P O U T D O W N S P O U T D O W N S P O U T D O W N S P O U T D O W N S P O U T D O W N S P O U T NORTH S C A L E : 1 / 8 " - 1 ' - 0 " R O O F P L A N 6'-6" 1 / 4 " / F T . S L O P E 1 / 4 " / F T S L O P E 1/4"/ FT. SLOPE 1 / 4 " / F T . S L O P E A 5 . 1 6 A C D E F G H 1 3 5 8 7 4 6 ' - 1 0 " 1 8 ' - 6 " 3 1 ' - 6 " 2 8 ' - 8 " 1 8 ' - 0 " 10'-7"12'-8 3/4"22'-10 1/4"8'-8"24'-8" B 9 ' - 6 " 2 8 ' - 0 " 2 6 5'-1"6'-1" 9 5'-0" A 6 . 6 M A 6 . 2 E A 6 . 3 G A 6 . 5 L A 6 . 0 A A 6 . 0 B A 6 . 1 C A 6 . 4 J A 6 . 3 H A 6 . 4 K A 6 . 1 D A 6 . 3 I A6.6 MA6.2 EA6.3 GA6.5 L A 6 . 0 A A 6 . 0 B A 6 . 1 C A 6 . 4 J A 6 . 3 H A 6 . 1 D A 6 . 2 F A 6 . 4 K V A L L E Y R O O F H A T C H S H O R T D O W N S P O U T T O R O O F B E L O W S H O R T D O W N S P O U T T O R O O F B E L O W G U T T E R G U T T E R S H O R T D O W N S P O U T T O R O O F B E L O W S H O R T D O W N S P O U T T O R O O F B E L O W A 5 . 0 1 2 ' - 0 " 1'-8" 2 ' - 0 " 1'-8" 2 ' - 0 " 1'-8" 2 ' - 0 " 1'-8" R O O F H A T C H A 5 . 0 1 R O O F D R A I N A 5 . 1 9 S N O W R A I L S N O W R A I L S N O W R A I L S N O W R A I L S N O W R A I L R D O F D R D O F D C R I C K E T : F I L L C A V I T Y w / B A T T I N S U L A T I O N C R I C K E T : F I L L C A V I T Y w / B A T T I N S U L A T I O N C R I C K E T : F I L L C A V I T Y w / B A T T I N S U L A T I O N 6 " 6" 6" A 5 . 1 3 A 5 . 1 3 1 ' - 0 " S L O P E V A L L E Y V A L L E Y V A L L E Y V A L L E Y V A L L E Y V A L L E Y A 5 . 1 2 S I M . 1'-8" 2 ' - 0 " 2 ' - 0 " 1'-8" 1'-8" 2 ' - 0 " 2 ' - 0 " 1'-8" A 5 . 0 3 S I M . A 5 . 0 3 S I M . A 5 . 0 3 S I M . A 5 . 0 3 S I M . S I M . S I M . 8'-9" A 5 . 1 2 S I M . A 5 . 0 2 S I M . A 5 . 0 2 S I M . A 5 . 0 2 A 5 . 0 2 A 5 . 1 1 2 A 5 . 1 9 S N O W R A I L STANDING SEAM METALROOFING ROOFING NOTES:1.COORDINATE LOCATION AND ROUTING OF ROOF DRAINSw/ARCHITECT & G.C.2.COORDINATE MECHANICAL EQUIPMENT LOCATIONSw/ARCHITECT & G.C.3.COORDINATE LOCATION OF VTR'S WITH G.C.4.PROVIDE ICE & WATER SHIELD MEMBRANE UNDER METALROOFING (ENTIRE ROOF).5.ALL WALL-TO-ROOF, WALL-TO-WALL, CHIMNEYS, ROOFPENETRATIONS, RIDGE, VALLEY AND EDGE OF ROOFCONDITIONS, TOP OF BEAMS, ETC. SHALL BE PROPERLYFLASHED.6.USE 24 GA PREFINISHED METAL FLASHING(OR APPROVED ALTERNATE).7.PROTECTION IS REQUIRED TO AVOID DIRECT CONTACTWITH DISSIMILAR MATERIALS THAT COULD CAUSEGALVANIC CORROSION (ELECTROLYSIS)8.INSTALL ALL FLASHING WITH PROVISIONS FORDIFFERENTIAL AND THERMAL MOVEMENT BETWEENADJACENT MATERIALS, AS REQUIRED BY BUILDINGCONDITIONS9.COUNTER FLASHINGS SHALL LAP BASE FLASHINGS ATLEAST 4 INCHES MINIMUM AND LAP ALL VERTICAL JOINTS.10. PROVIDE ROOF CRICKET AT ALL MECHANICAL CURBS WHERE NECESSARY.ROOFING LEGEND:MEMBRANE ROOFING GUTTER, COLOR: BLACKDOWN SPOUT FROM GUTTERSYSTEM, COLOR: BLACKSNOW RAIL, TYP. STANDINGSEAM METAL ROOF ASSEMBLY.TYP., OR APPROVED EQUALCOLOR: BLACKCORRUGATED METAL(REZIBOND) S C A L E : D E T A I L A 5 . 0 1 - 1 / 2 " = 1 ' - 0 " 2 ( T Y P . F A S C I A / S O F F I T ) L I N E A R B L A C K M E T A L S O F F I T V E N T E D W R A P F A C I A W I T H B L A C K M E T A L 2 1 0 2 6 2 x 8 " R A F T E R T A I L R O O F S H E A T H I N G - S E E S T R U C T U R A L I C E & W A T E R B A R R I E R M E T A L R O O F P A N E L C L E A T A T 1 2 " O . C . A D D I T I O N A L I C E & W A T E R B A R R I E R L A Y E R O V E R V A L L E Y F L A S H I N G 1 ' - 0 " 2 4 G A U G E P R E F I N I S H E D V A L L E Y F L A S H I N G W I T H D O U B L E 1 " V - C R I M P S C A L E : D E T A I L A 5 . 0 3 " = 1 ' - 0 " 3 ( V A L L E Y F L A S H I N G A T M E T A L R O O F ) U N I V E R S A L C L O S U R E T A P E S E A L A N T A R O U N D C L O S U R E BOZEMAN MT TOWN PUMP BOZEMAN NO. 6 SHEET NUMBER SITE PLAN ISSUE 10/30/2018 2525 N 19TH AVENUE PROJECT / OWNERDATE 1031ARCHITECT 406-587-1139 FAX 587-7369 1007 E. MAIN SUITE 202 BOZEMAN MONTANA LOCATI ARCHITECTSMECHANICAL ELECTRICAL CONSULTANTS STRUCTURAL DRAWN BY JDL JOB No. CHECKED BY HICKS ENGINEERING (406) 586-4365 MILLENIUM ENGINEERING (406) 458-6599 AMES ENGINEERING (406) 458-0494 SITE RESUB.03/06/2019 DB BID/PERMIT SET 04/01/2019 SITE PLAN REV. 06/17/2019A5.0