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B16-0178 approved.pdf
J , )ii\fn ut Vai ~ EV!EWED FOR CODE 1"'~1iD~ IA' l\ICE ·:.,..1'-' • \f~ ~ ~.,,.,, I \t di C> ate .... 2-::---'-~==--lli"'='~==· fJv ~I 1/4" = 1'-0" NOTES: 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 BETIER. 3. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 DOUGLAS-FIR STUD GRADE STUDS OR BETIER 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 BOTIOM PLATES SHALL BE OF DOUGLAS FIR-LARCH OR HEM-FIR #2 OR BETIER. 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 lOD X 11/2" NAILING, TYP. 6. WALL SHEATHING SHALL BE 7/16" PLYWOOD OR OSB SHEATHING RATED 24/16 EXPOSURE 1 OR BETIER NAILED WITH lOd 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. JOBNO. 16005 STRUCTURAL ENGINEERING -CIVIL ENGINEERING -ARCHITECTURAL DRAFTING -3D MODELING Synthetic Sidings. Inc. SPECIALIZING IN THE APPLICATION OF STO INDUSTRIES WALL SYSTEMS May 16, 2016 Town of Vail -Building Department 75 South Frontage Road West Vail, Colorado 81657 RE: 770 Potato Patch -Unit #2 / ' / '\ x x P.O. Box 1330 Eagle, CO 81631 303-328-54 7 4 S~"l/ ··et···· ,._.,,_~ --... ·-. ~-='"'tou~- -.~. ··-,-.,... ><=-=m;.,,,,...,~ ....... -.-_,...._.._ 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 Yi"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 oogle Maps Go gleMaps oogle Maps Map data @2016 Google 20 ft lOC.ATlON of ~ePA\RS-UNrr1t~ ") . . i'/ . Page 1of1 c 2 -. rt- ~ c z --· --\ ~ ~ Google Maps Page 1of1 Go gleMaps 170 Imagery ©2016 DigitalGlobe, Map data ©2016 Google 50 ft Google Maps "Pot.Alo ~tch CoN~MiNitH\?5 Cock~ -----_, --- https://www.google.com/maps/@39 .6484 78,-106.3911042, 149m/d... 5115/2016