Loading...
HomeMy WebLinkAboutB14-0381_A2.2_1453230120.pdf NO OF go ..,„si-Aimillie: %:110 -z. 4. X c30 ' IQI711 01/19/16 EXISTING CEDAR SHAKE: RE ROOF �----, WITH STANDING SEAM METAL; PROVIDE ENGINEERED SNOW RETENTION OVER DECK AREAS Z LJJ 1h g 0 ce o v O D — F- c O � VN a Z W I V z Q N M , I N O NEW TOP RAIL, RAILING SUPPORT, o AND PICKETS. 1 GUARDRAIL NOTES: 3 Ls 2X2 PICKET SPACING 4" MAX / 11 3" SPACE FROM TOP OF DECK RAIL MUST BE CONSTRUCTED TO RESIST 112 PASSAGE OF 4"SPHERE (-) I \ NEW STAIRS RE: PLANS AND STRUC C). _ _ :i j _ _______________ _ _ - - - _____ __ _ _________________ r _ _ _ L L L L L L ______ r_L____________ _� \ d'4° N,v f ��eNSE �÷ • SIGNED 09/22/2014 - il Mi 2 SOUTH ELEVATION A2.2 SCALE: 1 /4" = 1 '-O" J W 1210 /` W W N ,( I, NEW PORTION OF DECK / V r N •p Z4-61 co— W N O NEW STANDING SEAM METAL NEW STANDING SEAM METAL Q71) V ROOF WITH ENGINEERED ROOF WITH ENGINEERED SNOW RETENTION SYSTEM OVER SNOW RETENTION SYSTEM OVER V. 0 1 DECK AREAS DECK AREAS v ) z O wOo •> o �, 6 000 a) Q r O 0 a Z i � O GENERAL NOTES Z NEW PORTION OF DECK Z ON .5 1. ALTHOUGH FIELD CHECKED FOR ACCURACY, BUILT I J O w0 "O CONDITIONS, INCLUDING DIMENSIONS, MAY DIFFER SLIGHTLY = ce FROM THOSE SHOWN ON THIS PLAN. m 2. VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS NEW TOP RAIL, RAILING SUPPORT, AND SPOT ELEVATIONS PRIOR TO CONSTRUCTION. NOTE AND PICKETS. DISCREPANCIES TO ARCHITECT GUARDRAIL NOTES: 3. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL 36" HIGH ISSUED FOR: DAT E INFORMATION, INCLUDING CONNECTIONS, FOUNDATION WORK 2X2 PICKET SPACING 4" MAX TO.V DESIGN REVIEW 09-12-2014 AND MEMBER SIZES. 3"SPACE FROM TOP OF DECK \ ' BUILDING PERMIT 09-22-2014 4. DO NOT SCALE DRAWINGS RAIL MUST BE CONSTRUCTED TO RESIST NEW STAIRS: 5. MATERIAL NOTES: PASSAGE OF 4"SPHERE RE: PLANS AND STRUC 5.1. GENERALLY THE APPEARANCE OF NEW CONSTRUCTION SHALL MATCH THE EXISTING IN DETAILING,WOOD - - - Q1111111111111 111111 TEXTURE,COLOR ETC. CONSULT WITH ARCHITECT DURING \ _ CONSTRUCTION TO VERIFY. 5.2. STONE : "TELLURIDE NEGRIL"THIN VENEER WITH THICK CORNER PIECES TO ACHIEVE LOAD SEARING EXISTING COLUMNS TO BE WRAPPED WI \ APPEARANCE. ALL STONE TO EXTEND BELOW GRADE RS CEDAR TO ACHIEVE 5-1/2" SQUARE FINAL DIMENSION J - *AND NOT APPEAR TO"FLOAT" - ______ ____ REVISION DATE 'OOFING: STANDING SEAM METAL ROOF OVER "� 0922-2014 IGH TEMPERATURE SELF-ADHESIVE BITUTHENE - —— —— — \ 12-14-2015 A UNDERLAYMENT. COLOR: FOREST GREEN PER APPROVED _- DRS DOCUMENTS. PROVIDE FULLY-ENGINEERED SNOW - RETENTION DEVICES OVER ALL AREAS THAT SHED ONTO _ - DECKS BELOW AND AS SHOWN ON ELEVATIONS. \ -J 5.4. WOOD SHALL BE STAINED DARK BROWN TO MATCH -- EXISTING COLOR. [6[A, LpAik aci‘ka' a 6. THIS PROJECT ISA REMODEL- EXPECT THE UNEXPECTED. y . I I L J NEW STONE COLUMN BASES: -THIN STONE VENEER"TELLURIDE NEGRIL" PROJECT NUMBER: 1305 ON P/T WOOD SUPPORT RE: STRUCTURAL DRAWN BV:$B ©COPYRIGHT 201d IN EN ONMCHRECTURE 1 WEST ELEVATION ELEVATIONS A2.2 SCALE: 1 /4" = 1 '-O" A2 . 2