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HomeMy WebLinkAboutDRB17-0062_A2.1_1489009860.pdf i ec *n S ow eft. +0 ktp DR: AP--OVED 3/8/ 017 12:00:00 AM VICTOR MARK DONALDSON VARIES X CENTERLINE OF EXISTING BEAMS TO REMAIN, V.I.F. VARIES CENTERLINEALIGN OF EXISTINGCENTERLINEOF BEAMSNEWCOLUMNS AT ROOFON, V.I.F. EXISTING 4X12 BEAMS TO REMAIN EXISTING 4X12 BEAMS TO REMAIN ARCHITECTURE /' PLANNING / INTERIORS NEW 4X4 POST, RE: STRUCTURAL / SINCE 1977 DEMO 4x4 POSTS ARCHITECTS — UNITSG/D — UNITSC/D 90 VI BENCHVARKROAD 1 2X8 CEDAR CAP SUITE 2 0 7 ® i 2 4L 2x6 CEDAR TOP RAIL BOX 5 3 0 0 1 II Al2 © II \ IX& CEDAR BALUSTER A V 0 N , CO 81620 2X8 CEDAR GAP 1 DEMO RAILING 1 33/4" (TYR) 970 , 949 , 5200 // p 3/4" MARINE GRADE chrisj@vmda. com L _ DEMO 1X5 BALUSTER 1X8 CEDAR BALUSTER, (TVP.) PLYWOOD DECKING -,—„—r_ —��-- --����—� •—��— �m�—� —��— ���� — _ — — — _ — — u u u u u u u u u u SLOPE FAX 949 , 5 2 0 5 2X8 CEDAR FASCIA II �jr_ T.O. 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DEvF.CK Q III I II II ii II II II ii II II I I II ii I .1. o II II II II II II II II II II II II II II II 9 z WQ LLJ —c� DEMO DECK FRAMING Q in II 1111111111 1111111111 1111 I I II m NEW_2)0 B-GRADE PT 2X5 RIM JOIST, Z 00 REDW9OD DECKING PT JOISTS, RE: STRUCT. I I II II ii II II II II ii II II 11 I I I I DEMO 2x5 FASCIA . CO 0 L_1 i__i i__i i__i i__i L_1 i__i i__i i__i i__i L_1 L - L_1 i__i II — — RE: STRUCT LJ LJ LJ LJ LJ LJ LS LJ LJ LJ 1 _J hL_L__ J \ • I F 9F l I 1-O a PT BLOCKING, RE: STRUCT O Y C/� T .f' / 2" DIA H55 METAL LL Q J - HANDRAIL CONNECTION, J V Z EXISTING L EXISTING PT BEAM, RE: STRUGT GRADE 7 �� E GRADE ......./ f� RE: STRUCT.U1-1-1 � Q > R \ \x ' PT 2X PLATE, RE: STRUGT 10 t — — — PIER, RE: STRUCT 0 0 DEMO OR ABANDON EXISTING PIERS 2X0 CEDAR FASCIA STAIR AND CONCRETE PAD,7 2 w PROVIDE NEW PIERS,RE: STRUCTURAL, TVP. MAX RISER, RE: PLANS LL.I mmir STRUCTURAL L _ ( 1:)-------v-0 -.----L-=--VA ELEVAT _ � _ NEA DEC< SECTONS < CD J 0y SCALE: I /2" = I' - O" L — J L _ N SCALE: I /2 - I O _ �� SCALE: I /2" =7G‹ I' - O" Q l mmmi T.O. FLASHING 1Oa DEMO NOTES: DECKS: 5" x,6" GALVANIZED METAL HE' EXISTING FRAME WALL FLASHING, LAP UNDER EXT. NOTES: 1 SUDYT'A • REMOVE ALL EXISTING GUARDRAILS W.R.B., PAINT TO MATCH • REMOVE ALL EXISTING COLUMNS, FRAMING, STAIRS AND CONCRETE LANDINGS EXTERIOR SIDING I. ABUTMENTS OF DISSIMILAR MATERIALS $ ALL AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE PROPERLY FLASHED $ COUNTER-FLASHED WITH NON-CORROSIVE FLASHING PER PROJECT $ IBC • REMOVE ALL EXISTING FOOTERS /PIERS EXISTING SIDING,2 REQUIREMENTS. THESE CONDITIONS SHALL NOT LEAK OR DETERIORATE FROM WEATHER PREMATURELY. PROVIDE CAULKING AND SEALANTS AT ALL ABUTMENTS OF DISSIMILAR MATERIALS. MIN. FROM TOP OF - Y" 05B TO REPLACE STAIRS: DECKING CELOTEX, COVER W/ TYVEK 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 ©COPYRIGHT • REMOVE ALL EXISTING GUARDRAILS HOMEWRAP, LAP UNDER \ FINISH FLOOR 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. Victor Mark • REMOVE ALL EXISTING COLUMNS, STRINGERS, TREADS, LANDINGS BOTH FRAMED EXISTING WRB AT THE TOP, Donaldson DECKING Architects AND CONCRETE � LAP OVER EXISTING WRB 3. ALL NEW CONSTRUCTED ELEMENTS SHALL BE, STAINED AND OR PAINTED TO MATCH THE EXISTING STANDARD OF THE BUILDING. PRIMER + TWO (2) COATS. All Rights • REMOVE ALL EXISTING FOOTERS /PIERS T.O. FLASHING/- - AT THE BOTTOM, 5" MIN. Reserved W.R.B. W/NEW TYVEK HOMEWRAP IN WATER SHEDDING LAYERS AND PATCH IN NEW \FINISH FLCj6R ' .400` TYVEK HOMEWRAP SIDING 7,q �t B.O. TIDING '7t T j _NB.O. SIDING 5. ALL FRAMING, BEAMS, COLUMNS AND STAIR STRINGERS SHALL BE PRESSURE TREATED (PT) LUMBER. REVISION ry I V)�RIFY RIM JOIST, EXISTING FLOOR f\ �� : STRUCT. FRAMING b 2 • 015 IBC. SEGTION23O4.IO.5.1 FASTENERS AND CONNECTORS FOR PRESERVATIVE-TREATED HOOD. CONNECTORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH I/� PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF �� � ENLARGED DETAIL? DECKING h MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A655, TYPE 6185 ZING-COATED GALVANIZED STEEL OR EQUIVALENT, SHALL BE USED. PT JOISTak RE: 5/A2.1 Y 05B TO REPLACE CELOTEX, .... — RE: STRUCT au COVER W/ TYVEK HOMEWRAP, -I. ALL GUARDRAILS, HANDRAILS AND TRIM SHALL BE CEDAR U.N.O. DATE 3/0212017 EXISTING FLOOR LAP UNDER EXISTING WRB AT ...11 — FRAMING THE TOP, LAP OVER EXISTING RE:HANGER,STRUCT. WRB AT THE BOTTOM, 3" MIN. � JOB NO. 1625 -441 LAG BOLTS, RE: STRUCT. - EXISTING & N E W LEDGER, LAG TRRBOLUT. i D'G‹ - ASNS EETAL= DECK ELEVATIONS RE: STRUCT. � **41.***��!►�‘_ ii _ , _ i, HANGER i SGA -E: ,6 - I OETA & SECTIONS (:) . D------G‹ LASH NS DIL RE: STRUCT. LEDGER, I SCALE: 11/2" = I' - O" RE: STRUCT. I SHEET N0. A2 . 1