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HomeMy WebLinkAbout010--A4.1 Roof PlanROOF ASSEMBLIES A. FLAT ROOFS DRAIN TO SCUPPERS W/ HEAT TAPE NOTES: R-01 METAL ROOF @ TRUSS R-02 MECHANICALLY FASTENED EPDM MEMBRANE - BLACK OR DARK GRAY COVER BOARD ROOF SHEATHING PER STRUCTURE ROOF TRUSS PER STRUCT. SLOPED RIGID INSULATION -1" THICK MIN. R-6 BATT INSULATION -MIN R VALUE 3.5 PER INCH (TOTAL R42) FLAT EPDM ROOF TRUSS NAIL STRIP PANEL SYSTEM STANDING SEAM ROOF BY BRIDGER STEEL -COLOR TBD OR APPROVED EQUAL TITANIUM PSU30 SELF ADHERED ROOF UNDERLAMENT OR APPROVED EQ ROOF SHEATING PER STRUCTURE TRUSS R-50 BLOWN IN INSULATION R-03 ASPHALT SHINGLE ROOF @ TRUSS ASPHALT SHINGLES BY GAG - COLOR TO BE CHARCOAL TITANIUM PSU30 SELF ADHERED ROOF UNDERLAMENT OR APPROVED EQ ROOF SHEATING PER STRUCTURE TRUSS R-50 BLOWN IN INSULATION PER I.R.C. SECTION R318 -ATTIC RAFTERS ARE FULLY INSULATED TO ELIMINATE THE NEED FOR ATTIC VENTING. ROOF AND GUTTER DE-ICING RIM SYSTEM BY PENTAIR - BYLIN USA -APPLY ON ALL EAVES, GUTTERS AND ROOF VALLEYS -TRACING HEIGHT AND WIDTH PER MANUFACTURER'S RECOMENDATION A. SEE SHEET A9.2 FOR TYPICAL EAVE, RAKE AND PARAPET CONDITIONS. B. FLASH ALL VALLEYS, HIPS AND CHANGE OF PLAINS IN THE ROOF WITH ZINC OR PLATED METAL EXTEND 12" MINIMUM UNDER ROOFING. C. ALL ROOF PENETRATIONS SHALL BE FLASHED AND SET IN MASTIC TO INSURE WATERPROOF SEAL AND PAINTED TO MATCH ROOFING MATERIAL. COORDINATE FINAL LOCATION W/ ARCHITECT D. VERIFY ANY ELECTRICAL ITEMS AND LOCATIONS REQUESTED BY THE OWNER PRIOR TO INSTALLING ROOF MEMBRANES. E. TYPICAL ROOF PITCH VARIES - SEE ROOF PLAN. F. ALL EAVES TO BE COVERED WITH AN ICE BARRIER PER R905.1.2 THAT EXTENDS 24" MIN. FROM EXTERIOR WALL LINE OF THE BUILDING. +xx'-x" T.O. PLATE +xxxx.xx HEIGHT ABOVE FINISH FLOOR OF MAIN LEVEL A A5.2 A A5.2 A6.11 A6.1 2 R-02 2 2 3 3 4 4 5 5 A A B B C C D D E E F F R-02 A6.3 3 A6.2 1 B A5.2 B A5.2 A6.4 2A6.4 1 A6.3 2 A6.4 3 A6.2 3 A6.3 1 RIDGE RIDGE RIDGE FLAT FLAT 1 1 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " R-01 R-03 R-03 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " R-02 R-02 FLAT FLAT T.O.W. +112' - 0" T.O.W. +113' - 0" T.O.W. +113' - 0" T.O. BEAM +109' - 9 1/2" T.O.W. +113' - 0" SLOPE CHANGE SLOPE CHANGE C A5.3 C A5.3 2 A5.3 2 A5.3 2 3 4 5 6 7 8 9 10 F E D C B A G H 1 PROJECT NO: DATE: 21011 01/03/2022 All reports, drawings, specifications, computer files, field data, notes, other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect, LocalElementArchitects, LLC. The Architect shall retain all common law, statutory and other reserved rights, including copyright thereto. The use of this drawing shall be restricted to the original site for which it was prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method is prohibited without written consent from LocalElementArchitects, LLC. SC H E M A T I C D E S I G N S E T NO T F O R C O N S T R U C T I O N 1/ 3 / 2 0 2 2 1 1 : 3 2 : 0 3 A M C : \ U s e r s \ c h r i s \ O n e D r i v e \ D o c u m e n t s \ 2 1 0 0 5 - - 2 0 9 S . 8 t h C a s h m a n R e s i d e n c e - - C e n t r a l - - _ c h r i s T M M N D . r v t CA S H M A N R E S I D E N C E 20 8 S . 8 T H A V E . BO Z E M A N M T , 5 9 7 1 5 A4.1 ROOF PLAN GENERAL ROOF NOTES SYMBOLS SCALE: 3/16" = 1'-0"1 ROOF PLAN NORTH REVISIONS NO. DATE DESCRIPTION 03/22/22 22003 209 S. 8th Avenue NCOA