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HomeMy WebLinkAboutB16-0179 approved.pdf d P.rr`„ 99 Vail 3-iElviEWED FOR CODE ;CVPLIANCE - rr ,uo c..F. ..f Dy: �, S r FRAMIN ° e -�f,cf ;� e; i 46603 ri 05/22/2016=� " immemmimmi NI 11111111111111111 l 1/4"=11-0" I 'hi S�IAL \� NATES. S: • 1. WALL FRAMING PREVIOUSLY LOCATED AND POSSIBLY SUPPORTING THE MEMBER ABOVE SHALL BE RETURNED TO PRE-WATER DAMAGE LOCATION AND CONFIGURATION.IT IS THE CONTRACTORS RESPONSIBILITY TO RETURN THIS FRAMING TO EXACTLY THE WAY IT WAS BEFORE DEMO. 2. MINIMUM SUPPORT COLUMN SHALL BE(3)-3X6 AT CORNER INFILL AND BE OF DOUGLAS-FIR No.2 GRADE OR BETTER. 3. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 DOUGLAS-FIR STUD GRADE STUDS OR BETTER SPACED AT 16"o.c.,TYPICAL, UNLESS NOTED OTHERWISE. ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR AND FLOOR TO ROOF. 4. TOP AND BOTTOM PLATES SHALL BE OF DOUGLAS FIR-LARCH OR HEM-FIR#2 OR BETTER. PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE OF PRESSURE TREATED HEM-FIR#2.PRESERVATIVE TREATED LUMBER REQUIRES ALL CONNECTIONS AND NAILING BE GALVANIZED PER CODE. 5. TIE NEW TOP PLATE SECTIONS TO OLD WITH SIMPSON STA2122 STRAPS AND 10D X 1 1/2"NAILING,TYP. 6. WALL SHEATHING SHALL BE 7/16"PLYWOOD OR OSB SHEATHING RATED 24/16 EXPOSURE 1 OR BETTER NAILED WITH 10d GUN NAILS(0.131"x3")AT 4"o.c. MIN AROUND ALL OPENINGS,AND AT PANEL EDGES. BLOCK ALL PANEL EDGES. 7. FOR ALL SOLID OR BUILT-UP COLUMNS BEARING THROUGH FLOOR JOIST SPACES,PROVIDE BLOCKING IN JOIST SPACE WITH CROSS SECTIONAL AREA TO MATCH COLUMN ABOVE. TITLE FRAMING NOTES PROJECT41) JOBPOTATO PATCH CONDO loBNo. 16005 SHEET REMEDIATION - UNITS I & 3 T NO. one design = TOWN OF VAIL, CO ° S1 1 erglneenng consulting `' SCALE 1.25 0 .75 1.25 POST Cf 3, 0 0 05/22/2016 ISSUED FORCONSTRUCTION MW MW 3/4"=1'-D" me,� m NO. DATE DESCRIPTION BY CHK I —_ vwwwOco wSTRUCTURAL ENGINEERING-CML ENGINEERING-ARCHITECTURAL DRAFTING-3D MODELING Synthetic Sidings, Inc. SPECIALIZING IN THE APPLICATION OF STO INDUSTRIES WALL SYSTEMS E ) P.O.Box 1330 Eagle,CO 81631 303-328-5474 May 16, 2016 sa $ � Town of Vail—Building Department 75 South Frontage Road West Vail, Colorado 81657 _ RE: 770 Potato Patch —Unit#3 Exterior water damage EIFS Repair including replacement of effected plywood substrate and studs Detailed Scope and Location of work areas Demolition of all water damaged Exterior Insulating Finish System [EIFS], plywood substrate, insulation and 2X6 framing Replace all building elements "as built"/"same for same" using the following materials: 2 X 6 common lumber for replacement of wall studs R-19 Fiberglass batt insulation by Owens Corning Manufacturer %2"CDX- plywood sheathing %"-1" STO EIFS to replace same including STO Guard - liquid applied moisture and air barrier %"-1" EPS - expanded polystyrene STO PAB - polymer-modified cement based adhesive and basecoat STO RFP—acrylic basecoat ST Flexyl—acrylic based water-proofer STO Reinforcing mesh STO Primer STOUT Acrylic Textured Finish to match existing Work to be performed on South elevation of Unit adjacent to skylight, from grade level up wall approximately fifteen (15') feet. SEE ATTACHED PHOTOS FOR ADDITIONAL VISUAL DETAILS ioogle Maps Page 1 of 1 Go gle Maps • Ott • 0111111•44 ' 00100* IP& 411146' 111141114iiP4 14 • Google 770 Imagery©2016 DigitalGlobe,Map data©2016 Google 50 ft 3oogle Maps Ai DO td) i PI 5 Jt vaA EWED FOR CODE 1,01VIPILIANCE )ate _ e•—• A AI' Ad, Allilmied, ••••A 41 41 A IA .0 111,1 .• I Google Maps Page 1 of 1 Go gie Maps . * .., . _ ,, • - ilk . lit 0 e **V 1 -' I '! t ° x,11 Y Google . .. ,s Map data©2016 Google 20 ft Google Maps UNIT !3 DAMAGE i lr ut Vaad ';--:',/.1.,EW ED FOR CODE JJMP ,IANCE ir https://www.google.com/maps/@39.648478,-106.3911042,37m/dat... 5/15/2016 1400114.440401, 4411061%, • ""4 41001. Sr,* , AO, 1 " - - . . (stI P*.ir' • ia FD FoR COUm ,v‘.fit.1 NCE