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HomeMy WebLinkAboutDRB140202_A4.24 EM Lot 2_1402336380.pdf 7 7 / / / / / 5 to - / 02 I j // U t- // N Jam, cr nr / .- --- U NN I I i i i -- I - -- . . - i I • - . • - - . I I Zc E] i< t3 Q w - • 701 BUILDING HEIGHT LIMIT LINE I X _ , 17 A4.21 A4.22 00 � ° _ oc w I— I t1� e ,j , - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ di IffI BUILDING ENVELOPE • —I ---- LINE TYPICAL EAVE FRAMING-SEE - • GENERAL ASSEMPLY NOTES: I -- ROOF CEILING ASSEMBLY STRUCTURAL FOR DETAILS •STANDING SEAM METAL ROOF PANELS • •_ . • • W.R. GRACE ULTRA HIGH TEMP ROOF MEMBRANE OR EQUAL • •STRUCTURAL PLYWOOD SHEATHING OVER (RE:STRUCTURAL) GIG • 14" ROOF JOISTS UNLESS NOTED OTHERWISE (RE: STRUCTURAL) 1 C\I . . ___ ....sw,,.--.„ • 2"SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING R-13 MIN. !�� EAVE FRAMING SEE • 12" BLOWN IN CELLULOSE INSULATION IN CAVITY_R-45.6 MIN. (R-58.6 TOTAL) ___i, • STRUCTURAL FOR DETAILS • 2 MIL SMART MEMBRAIN VAPOR RETARDERI MASTER MASTER BEDROOM I IMM • 1x6 T&G DECKING OR DRYWALL PER REFLECTED CEILING PLANS BEDROOM BATHROOM THREE • FLOOR CEILING ASSEMBLY III 207 206 I 205 •SEE PLANS FOR FINISH -1 IIIi • 1 2'GYP CRETE WITH RADIANT HEAT LOOPS OVER I 0 •%4" PLYWOOD DECKING OVER •STRUCTURAL MEMBERS(RE:STRUCTURAL) I• o I• • BLOWN-IN CELLULOSE INSULATION AT JOIST CAVITIES_R-38 MIN. • •SEE RCP'S FOR CEILING FINISH 4 • SLAB ON GRADE ASSEMBLY A6.22 ' Z •SEE PLANS FOR FINISH e \ . • (In •STRUCTURAL CONCRETE SLAB WITH 0 • HYDRONIC HEAT TUBING OVER •I H • RIGID INSULATION R 10 MIN. OVER OPEN STEEL GUARDRAIL EXTEND WATERPROOFING WITH PAINTED FINISH. •1 24"MIN. ABOVE GRADE-TYP. > 0 • 1 0 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVERdit UPPER LEVEL II • 4"GRAVEL BALLAST FFE: 8328'-6" \ ' / m 4 FRAMED DRIP-THRU DECK WITHI / �FRAMED EXTERIOR WALLS EXPOSED FRAMING AND L - /• (11-r---- N 0 • 1"BLOWN-IN FOAM INSULATION_R-6.5 MIN. PERIMETER HEAVY TIMBER BEAMS PI I ,/- BOULDER RETAINING y O • °'_ ' WALL. RE: CIVIL 3 •4.5"BLOWN IN CELLULOSE INSULATION_R-17 MIN. (R-23.5 TOTAL) EXPOSED TRIM/BLOCK BETWEEN JOISTS TO BE FLUSH • - - - (1). FOUNDATION WALLS 0 • DRAIN AND DRY BOARD BY MAR-FLEXR-10 OVER WITH FACE OF STONE I __ -- I SLOPE GRADE AWAY FROM • HOT-FLUID APPLIED WATERPROOFING OVER • - MUD BUILDING FOR POSITIVE LII • CONCRETE FOUNDATION WALL (RE:STRUCTURAL) • GARAGE ,- ' -- • ROOM • DRAINAGE TYP. 2 • 2x FURRING AND INSULATION PER PLAN ON INTERIOR_R-10 MINIMUM GARAGE HEADER 101 .. — ' he RE:STRUCTURE I 103 • I ml W FRAMED INTERIOR PARTITION WALLS -- - la • BLOWN IN CELLULOSE INSULATION -- --- ' CONDITIONED CRAWLSPACE WALLS LOWER LEVEL I �:'• '1 . I MAR FLEX DRAIN AND DRY BOARD •CONTINUOUS DRAIN AND DRY BOARD BY MAR-FLEXR-10 AT EXTERIOR ! FFE: 8317'-6" • OVER WATERPROOFING AT2 • CONTINUOUS R-5 RIGID INSULATION AT INTERIOR FACE OF WALLS • _ -- - I • FOUNDATION WALL TO GRADE-TYP. AL GARAGE LEVEL • I • FFE: 8317 0" �� ° �/ Ian . A / ®•i I FILTER FABRIC AROUND • .CP COURSE GRAVEL - - - - - -Mi - - - - - - - - - - _ . EXISTING GRADE LINE CONCRETE SLAB ON GRADE ON •• �J • - - - - - - - - - - - 10 MIL POLYETHYLENE VAPOR AROUND 4" PERFORATED ° DIFFUSION RETARDER ON DRA NDTOIDAYLLIGHT DRAINTYP :.;) -. ,i,• . • 2" RIGID INSULATION ON 4"GRAVEL •• �•`� • I . I . • Ill • • • I I 1 ISSUED FOR: DATE: I 1 SCHEMATIC DESIGN 4.16.14 II TOV DRB FINAL REVIEW 6.9.14 Ci MASTER CROSS SECTION I A4.24 SCALE: 1/4" = 1'-0" GENERAL NOTES: •SPRING HEIGHT DIMENSIONS FROM FINISH FLOOR ELEVATIONS •SEE SPECS AND DETAILS FOR ADDITIONAL WATERPROOFING INFORMATION © 2014 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE: 1/4"=1'-0" DRAWN: PROJECT#: 1401 SHEET TITLE: SECTIONS