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HomeMy WebLinkAboutB14-0381_A2.1_1453230120.pdf NO OF go ..,,,z4%/e. z 4. eC Tri6 iCrin.16' 01/19/16 /\ I I / / ce M TYPICAL ROOF ASSEMBLY: 0 D— I- a MATCH EXISTING ROOF PITCH 6-''2 11 I 1111111111111 I CONTRACTOR TO VERIFY V a 1111111111111111 . Z W — NEW STANDING SEAM METAL ROOF ~ U NEW PORTION OF DECK Z Q ® ,LM NEW TOP RAIL, RAILING SUPPORT, .0 i° AND PICKETS. o GUARDRAIL NOTES: I II MATCH FASCIA ANGLE AND SIZE 36" HIGH TO EXISTING -0 2X2 PICKET SPACING 4" MAX ///////I//jjjo ii3"SPACE FROM TOP OF DECK / / 3-6 v MUST BE CONSTRUCTED TO RESIST -a .__ PASSAGE OF 4" SPHERE ch L 6X6 TIMBER COLUMNS _ED a 10° 001,0 RA n Fo DSI 0� 't 36" HIGH 1-1/2" DIA kf\i . STEEL HANDRAIL a Ilikqt‘P\v=r. __-- \ 1 �0 STONE PIERS OVER WOOD ,. '�L . , r p. 1 sS l I '7--',- --r- \P�� h 1 L, D 0\' 'h ). r SUBSTRUCTURE RE: DETAILS r����\ 0���� O , LL,,,;;,-- ali Willi ,-,_) _-» I M\a J "Y Iy',0,1,,,,:-, 11,T„ (Z V VEO NEW COLUMNS RE: STRUC ' r 1 uti�� Y i�l�'T �-- I "uti"�f�1 -'-'1--L,' u"�� SIGNED 09/22/2014 uk a I L JI I 2 EAST ELEVATION A2. 1 SCALE: 1 /4" = 1 '-O" J LLJ 0 0 EXISTING CEDAR SHAKE: RE-ROOF to. LU ^' WITH STANDING SEAM METAL; I..L PROVIDE ENGINEERED SNOW RETENTION g' LU OVER DECK AREAS ® I IU r '`N Mr 4-5. W TYPICAL ROOF ASSEMBLY: LII (N Q MATCH EXISTING ROOF FITCH Q 6V CONTRACTOR TO VERIFY a 0 NEW ENGINEERED SNOW RETENTION V) m r O SYSTEM OVER DECK AREAS Z O LLJ 0 CV > TIMBER RIDGE BEAM _ 0 •17 W/SLOPED TOP RE:STRUC t E N 0 0 oo Cl) 6X6 TIMBER KINGFOST Z Q 8 r O � O� EXTEND SIDING TO TOF OF -- Z `n • � NEW KNEEWALL;REPLACE / 1 NEW TOF RAIL, RAILING SUFFORT, Z CV AS NECESSARY AND STAIN • T" AND PICKETS. LU O w T TO MATCH EXISTING GUARDRAIL NOTES: J = V 36" HIGH cTo 0_ Lo 0GENERAL NOTES 4" MAX 0 'cc( := 6x10 BEAMS 3XSFACE FROMCING TO OF DECK 1 RAIL MUST BE CONSTRUCTED TO RESIST 1. ALTHOUGH FIELD CHECKED FOR ACCURACY, BUILT PASSAGE OF 4"SPHERE CONDITIONS, INCLUDING DIMENSIONS, MAY DIFFER SLIGHTLY 6X6 TIMBER COLUMNS ISSUED FOR: DAT E FROM THOSE SHOWN ON THIS FLAN. 2. VERIFY ALL EXISTING CONDITIONS, INCLUDING DIMENSIONS .� ` . I TO.V DESIGN REVIEW 09 12-2014 1 � yTsTs�� AND SPOT ELEVATIONS FRIOR Ii TO CONSTRUCTION. NOTE MN-MOUNTED ADDRESS MARKER ' 51 J—L _ NEW STAIRS: DISCREFANGIES TO ARCHITECT R rt ,c, RE: FLANS AND STRUC BUILDING PERMIT 09-22-2014 0 3. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL 1 INFORMATION, INCLUDING CONNECTIONS, FOUNDATION WORK Dom m i AND MEMBER SIZES. D 11604. DO NOT SCALE DRAWINGS --- ,,--- 5. MATERIAL NOTES: I 5.1. GENERALLY THE AFFEARANCE OF NEW CONSTRUCTION CONCRETE LOWEST STEP/STONE 0 In �/' L - SHALL MATCH THE EXISTING IN DETAILING,WOOD I I 1 r VENEER SUPPORT �] 1 REVISION DATE TEXTURE,COLOR ETC. CONSULT WITH ARCHITECT DURING 1--___L.,4 - CONSTRUCTION TO VERIFY. I \ _ "� 0922-2014 J D MI I - 12-14-2015 5.2. STONE : "TELLURIDE NEGRIL"THIN VENEER WITH THICK 4 L_ CORNER FECES TO ACHIEVE LOAD BEARING AFFEARANCE. ALL STONE TO EXTEND BELOW GRADE AND NOT APPEAR TO"FLOAT" ii. 'OOFING: STANDING SEAM METAL ROOF OVER r - 1 �__�_�__� IGH-TEMFERATURE SELF-ADHESIVE BITUTHENE L J L Jili[ ' 7 --:\ ,- / -C_) CV }� A UNDERLAYMENT. COLOR: FOREST GREEN FER APPROVED D DRB DOCUMENTS. PROVIDE FULLY-ENGINEERED SNOW RETENTION DEVICES OVER ALL AREAS THAT SHED ONTO DECKS BELOW AND AS SHOWN ON ELEVATIONS. 5.4. WOOD SHALL BE STAINED DARK BROWN TO MATCH PROJECT NUMBER: 1305 EXISTING COLOR. DRAWN PROJECT sa ©COPYRIGHT 13 IN ENPONMCHRECTURE 6. THIS PROJECT IS A REMODEL- EXPECT THE UNEXPECTED. 1 NORTH ELEVATION ELEVATIONS A2. 1 SCALE: 1 /4" = 1 '-O" A2 . 1