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HomeMy WebLinkAboutDRB17-0062_A1.2_1489009860.pdf Wel OF IP, 4.11:11"4-4 o *n ir 4'-4 1/2" % / iri.11 CONCRETE °1-1qo: li EDGE OF DECK / / DR= AP••OVED 111 EDGE OF DECK AM 01712:00:00 NEW STAIR, O HANDRAILS AND o 7/ 5i_vi I- I 2" DIA STK CEDAR CONCRETE PAD n EXT. ASPHALT I HANDRAIL ATTACHED 3'4" 0 PZ w 2X8 GAP ROOF SHINGLES 2X8 CAP 1 5-8 TO BUILDING / STAIRS / - - \ 3'2" p O z TO REMAIN i �/ CLEAR o , Ov NI2k -- o — VICTOR MARK 4X12 BEAM (ABOVE), TO D 0 N A LDSO N = O n - ), 2" DIA H55 METAL REMAIN, ALIGN CENTERLINE PTP T TRUGTURAL, POST RE: STRUCTURAL, OF COLUMN BELOW ON HANDRAIL, RE: STRUGT. CEN O OF BEAM ABOVE LOCATION TO REMAIN CENTERLINE OF BEAM 2X8 CAP LINE OF ROOF = O N (ABOVE), TO REMAIN 2X8 GAP - z id IL I- - 0 - r:- LINE OF DECK 0X 0z> > 1.11 \\‘ VE QED - wJ > py O > = z 0 O 111 m zo > 1(, mcet z X < �fvv to � � m ILI Uz0 � � <r <r ° _ ,� 0 D G IN6 4 01-TS, _ / ARCHITECTURE DECKING JOISTS, Z ~ ° 0 Q ° 4 �o\ T• t W RE: 5TRUCT. PLANNING Z O 0 z 0 Iii Ci w W lk INTERIORS EXISTING DOORS PT POT RE: 3TRJG L, ° II 4 II 4 SINCE 1977 TO REMAIN CENTER ON ROOF BEAM ABOVE: EXISTING DOORS a ILIz ,L i LI �K =• TO REMAIN \ v 0 �'� z zlibA2.1 A2.I 0 � � O ARCHITECTS Q z PT POST RE: STRUCTURAL, 90 VI BENCHVARKROAD CENTER ON ROOF BEAM ABOVE SUITE 2 0 7 BEAM (ABOVE), TO EM 4X12 BEAM (ABOVE), TO BOX 5300 =MAIN, ALIGN CENTERLINE COLUMN BELOW ON :INTERLINE OF BEAM REMAIN, ALIGN CENTERLINE A V 0 N , C 0 81620 OF COLUMN BELOW ON z >I.Li 0 z > 0 CENTERLINE OF BEAM 4 om 4 - PT POST RE: STRUd ,970 , 949 , 5200 1 — II ' j A2.I II CENTER ON 'ROOF E3EA ABOVE EXISTING DOORS - EXISTING DOORS � _ chrlsj@vmda. com LINE OF DECK ABOVE O I-L0O I-L0 `� TO REMAIN �___ TO REMAIN ° ° Z � FAX 949 , 5205 O o d �— NEW POST RE: STRUCTURAL, - z Q - w < 0 X LOCATION TO REMAIN \/ -' � i Ym j vim - I Q d m \ 4 \�� DECKING $ JOISTS, // � m DECKING � JOISTS, � '� m � � 0 w > , _ _ __ RE:: 5'RJGT. U o RE: STRUGT. v o - z oo © zz © zz `r Q 74- 1B r NW LI J � � o \ l li l l) NV f ''-)i 8 \ Lu w C 1 LINE OF DECK ABOVE ° 0 d 0 / 2X8 GAP z iX2X8 GAP tam 2" DIA H55 METAL \ - <12 BEAM (ABOVE), TO PT POST RE: STRUCTURAL, HANDRAIL, RE: STRUGT. PT POST 5E: STRUCTURAL, :MAIN, ALIGN CENTERLINE CENTER ON ROOF BEAM ABOVE -\ 2" DIA STK CEDAR LINE OF ROOF CENTER ON ROOF BEAM ABOVE = COLUMN BELOW ON HANDRAIL ATTACHED (ABOVE), TO REMAIN :NTERLINE OF BEAM / CLEAR / TO BUILDING C/) Nc-41-----------_ PN \\ _N,c bri Nv CY 2X8 GAP w _ O _ — =D 1:) C/K N.. EXT. ASPHALT Q ROOF SHINGLES 2X8 GAP / 5'-8" _ p A0M ( ( ! I `� I T TO REMAIN 5'-8" O z L 5-4" - LLJ Q _ / / +n O w / STAIRS / SCALE: I /2" = I' OII Z Ilmsm Z 0 D 4 / 7-0" / k'-O" X LINE OF ROOFo IL NEW STAIR, T H C EDGE OF DECK X EDGE OF DECK (ABOVE), TO REMAIN 0 HANDRAILS AND I I NOR1H (n 0 CONCRETE PAD J�1,11'L�iN�41' I 0 �/ DFGCJJNIT B, — z Co Lc) ,_ - LJJ--) \EA .,NIT IC I 1 i Q Z CO (.0y SCALE: I /2" = I' - O" SCALE: I /2" = I' - O" 4'-4 V2" A _ �' vII '' /' Cn C/) 0 CONCRETE STAIRS D J �/ 0 NOTES: —A NIT 15 0 U U I. ABUTMENTS OF DISSIMILAR MATERIALS 4 ALL AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE PROPERLY FLASHED $ COUNTER-FLASHED WITH NON-CORROSIVE FLASHING PER PROJECT 6 IBC -G‹ LL cip 0 J REQUIREMENTS. THESE CONDITIONS SHALL NOT LEAK OR DETERIORATE FROM FEATHER PREMATURELY. PROVIDE CAULKING AND SEALANTS AT ALL ABUTMENTS OF DISSIMILAR MATERIALS. 0 ----%.> J SCALE: I /2" - I' - 0" _ G L, , LLl WQ 2. WHEN REMOVING EXISTING JOISTS FROM THE BUILDING AND INSTALLING NEW JOISTS ENSURE DRAINAGE PLANE 15 MAINTAINED AND CONTINUOUS.UPON DEMOLITION, NOTIFY ARCHITECT FOR SITE VISIT __Hi 0 U)TO REVIEW CONDITION(S). ALLOW FOR A MINIMUM OF 12" NEW BITHUTANE FLASHING FOR THE ENTIRE LENGTH OF EACH DECK AT THE BUILDING EDGE, NEW 05B, AND TYVEK. V ' I 'TrO Q 0 4-1 'G DC�.KJJPIIT'A', w 3. ALL NEW CONSTRUCTED ELEMENTS SHALL BE, STAINED AND OR PAINTED TO MATCH THE EXISTING STANDARD OF THE BUILDING. PRIMER + TWO (2) GOATS. LTE I ■ABODE LLJ mmi. 4. ALL DOOR THRESHOLDS SHALL BE 4 AND FLASHED PER DETAIL. _---u. I d7 5. ALL FRAMING, BEAMS, COLUMNS AND STAIR STRINGERS SHALL BE PRESSURE TREATED (PT) LUMBER. < CD Q ,6.2 015 IBC SECTION 2304.10.5.1 FASTENERS AND CONNECTORS FOR PRESERVATIVE-TREATED WOOD. CONNECTORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH 5., I I I `�S <- --Nr e=k E PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF ED MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A653, TYPE GI85 ZING-COATED GALVANIZED STEEL OR EQUIVALENT,SHALL BE USED. SCALE: I/0" = I' - 0" ammol OCI1. ALL GUARDRAILS, HANDRAILS AND TRIM SHALL BE GEDAR U.N.O. 5'-O" ,, 15'-4 I/2" 8'b° © © „ CONCRETE / R D SCU D -Vr /J-- -, / / / 2 DIA WOOD HANDRAIL TYP. BOTH IS TREADS, Ia RISERS ®b 5/8", FIELD VERIFY SIDES, ATTACHED TO POSTS /WALL PT 4x4 POST FOR 4'-0" / I'-O" / _ / 11-0" / = W/ METAL BRACKETS / / PT 4x4 WD POST, GUARDRAIL SUPPORT 4'-0 FROM TREAD EDGE EXISTING UTILITY METERS EXISTING WINDOW _ RE: STRUGT., TYP 1 - 2x6 GUARD RAIL GAP ©COPYRIGHT (BELOW), TO REMAIN TO REMAIN 1( Victor Mark 1 1 Donaldson \ `I- r Architects _ ( \ All Rights \ L` J EXISTING DOORN I [ I L_NNPT 4x4 POST FOR ILO" Reserved !- --J Q TO REMAIN GUARDRAIL SUPPORT / CONCRETE PAD N w flu, 100 '-0 " _ d / O RE: STRUGT. - W REVISION T.O. GONG (V.I.F.) ® \ ''-' UP IQR - n, N I 110'7b" iII 110'76" m Q - u i •UP I4R 1- 0 O9 'T �luu' flu°" ~ to T.O. GONG (V.I.F.) ulll� � CONCRETE PAD 0 > � � � ( T.O.DEGK (V.I.F) T.O.DEGK (V.I.F) � v I v RE: STRUGT. mm ttl :t O ° PT 4x4 POST FOR 100'-0" �Ilu" ° I, I'-O" / GUARDRAIL SUPPORT EXISTING TING DOOR r0 \ y 1 DATE 3/0212017 NI (1 _ , r r L1 \ ) _ v I I I— JOB NO. 1625 EXISTING UTILITY METERS 1 4'-0" 2X6 GUARD RAIL GAP 1D _ EXISTING WINDOW (BELOW), TO REMAIN 4'-O FROM TREAD EDGE 2 DIA WOOD HANDRAIL TYP. BOTH PT 4x4 WD POST, / l'-0" / TO REMAIN 5IDE5, ATTACHED TO PO5T5 /HALL © RE: STRUCT., TYP Ak 51-pII PT 4x4 POST FOR w/ METAL BRACKETS / — — 00-;6" / 15'-4 I/2" / 1'_p" / NEW PLANS CONCRETE GUARDRAIL SUPPORT IS TREADS, 14 RISERS co b 5/8", FIELD VERIFY r..,- ; STAIR FLAN _ \ I IC/ STAIR FLAN _ .,\ Ifi ID t" ,.., SCALE: /2" = I' - O" c*) SCALE: I /2" = I' - 0" SHEET NO. Al . 2