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HomeMy WebLinkAboutB10-0259 PlansTx architects ................. 0.... 0.... 0. 15SUE: MAR 1, 2010 -OUT TO 511; JUL 1, 2010 -RE-51D A 4 AU(5 25, 2010 -5LD& PERMIT FOR M-1709154M Mal 200 INTERNATIONAL RESIDENTIAL C,ODE AS ADOFTED E3" VAIL, C-,OLCRADO EXISTIN& &RFA: TITLE SHEET D IVISION 19ENEAL RE A. GENERAL 1. THIS PROJECT IS GOVERNED BY THE 200ct INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY THE TOWN OF VAIL, COLORADO. GODS COMPLIANCE 15 MANDATORY. THE DRAWINGS DO NOT ALLOW WORK THAT DOES NOT COMPLY WITH THESE GORES. GENERAL CONTRACTOR AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, ORDINANCES, RULES REGULATIONS, ETC., BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL R.FQUIRED PERMITS. 2. ALTHOUGH T architects HAS PERFORMED ITS SERVICE WITH DUE DILIGENCE AND CARE, IT DOES NOT GUARANTEE PERFECTION. EVERY EFFORT HAS BEEN MADE TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, HOWEVER, D15CREPANCIE5 OR OMISSIONS MAY OCCUR. RELEASE OF THESE DOCUMENTS ANTICIPATES COOPERATION BETWEEN THE CONTRACTOR, OWNER AND ARCHITECT TO PROVIDE THE BEST POSSI PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUE5 AND SYSTEMS SHOWN. 3. THESE DRAWIN65 AND ALL PLANS, DETAILS, DE AND CONCEPTS ARE THE EXCLUSIVE PROPERTY OF TrD architects AND COPYRIGHTED BY SAME. THESE DOCUMENTS SHALL NOT BE USED, DISCLOSED OR REPRODUCED WITHOUT THE ARCHITECT'S WRITTEN PERMISSION 4. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS OR DISCREPAN0IE5 BETWEEN THE CONTRACT DOCUMENTS PRIOR TO THE START OF WORK. FAILURE TO GIVE: IMMEDIATE NOTICE SHALL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL ISSUES HAVE BEEN RESOLVED IN WRITING FROM THE ARCHITECT. 5, IN THE EVENT OF ANY CONFLICTS BETWEEN THE DOCUMENTS, THE ITEM OF MOST OR 6REATE5T EXTENT OF WORK AS DETERMINED BY THE ARCHITECT SHALL APPLY AND BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST. 6. ANY DEVIATION OR CHANGE IN THE WORK FROM THE CONTRACT DOCUMENTS WITHOUT PERMISSION OF THE ARCHITECT PLACES ALL RESPON5IBILITY FOR THE DEVIATION OR CHANGE ON THE CONTRACTOR AND RELIEVES ARCHITECT OF SAME. PERFORMANCE OF SUCH WORK WITHOUT APPROVAL SHALL INDICATE GENERAL CONTRACTOR'S ACKNOWLEDGMENT OF NO INCREASE IN CONTRACT AMOUNT OR TIME. - 7. THESE DOCUMENTS WERE PREPARED WITHOUT REGARD FOR THE PIV15ION OF WORK AMONG TRADES. GENERAL CONTRACTOR 15 TO COORDINATE AND PROVIDE ALL WORK 5HOWN ON THESE DOCUMENTS WITH ALL TRADES RE6ARDLE55 OF WHICH DRAWING WORK 15 SHOWN ON. 8. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW ALL SECTIONS OF THESE SPECIFICATIONS PRIOR TO THE PERFORMANCE OF ANY WORK. a. THE CONTRACTOR AND ALL 5UBCONTRAGTOR5 SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC TO PERFORM THEIR WORK WITHIN THE RECOGN I ZED STANDARDS OF THE INDUSTRY AS REQUIRED TO PROVIDE A COMPLETE JOB. 10. SHOP DRAWINGS AND SUBMITTALS ARE REQUIRED FOR THE ARCHITECT'S REVIEW AS INDICATED IN THESE SPECIFICATIONS. FAILURE TO PROVIDE SHOP DRAWINGS AND SUBMITTALS REMOVES ALL RE5PON515ILITY FOR THE DE516N OF THE WORK FROM THE ARCHITECT. 11. GENERAL CONTRACTOR AND HIS SUBCONTRACTORS ARE TO FIELD VERIFY ALL DIMENSIONS, EX15TINO CONDITIONS, UTILITY LOCATIONS, ETC., PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF DISCREPANCIES OR INCONSISTENCIES IN THESE DRAWING IMMEDIATELY. 12. THE GENERAL CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL JOB SITE SAFETY AND CONSTRUCTION MEANS AND METHODS, THE ARCHITECT HAS NO "STOP WORK" AUTHORITY. B. SCOFF OF WORK 1. THE PROVISIONS OF THE CONTRACT, INCLUDING THE GENERAL AND SUPPLEMENTARY CONDITIONS APPLY TO THE THE WORK IN THI5 SECTION AND OTHER SECTIONS OF THESE SPECIFICATIONS. 2. THE INTENT OF THE CONTRACT DOCUMENTS 15 THAT EACH CONTRACTOR SHALL PERFORM ALL ACTIONS NECESSARY AND REQUIRED TO PROVIDE ALL LABOR, MATERIALS, 5UPPLIES, EQUIPMENT, TRANSPORTATION, FACILITIES AND APPURTENANCES WHICH ARE INDICATED OR REASONABLY IMPLIED BY EACH DRAWING AND SPECIFICATION SECTION, ALL OF WHICH 15 COLLECTIVELY NFOF55ARY AND REQUIRED FOR THE EXECUTION OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS. 3. WRITTEN DIMENSIONS ON DRAWINGS GOVERN. DO NOT SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER 5MALLER SCALE DRAWINGS. PRANIN65 AND SPECIFICATIONS ARE INTENDED TO AGREE. GENERALLY, SPECIFICATIONS WILL TAKE PRFCEDENCE OVER DRAWINGS. SHOULD ANY DISCREPANCIES OCCUR, CONTRACTOR SHALL NOT PERFORM ANY WORK UNTIL RESOLVED BY THE ARCHITECT. WORK SHOWN ON DRAWINGS BUT NOT IN SPECIFICATION OR SHOWN IN SPECIFICATIONS BUT NOT ON THE PRANIN65 5HALL BE PROVIDED AS IF SHOWN ON BOTH. NO DEVIATIONS, CHANGES, 5U85TITUTION5, ETC IN THE DOCUMENTS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. IN THE CASE OF CONFLICTS BETWEEN OR WITHIN THE DRAWINGS AND SPECIFICATIONS., THE GREATER QUANTITY, HIGHER QUALITY, ETC WORK SHALL BE PROVIDED AT NO ADDITIONAL COST. C. PROJECT COORDINATION I. ALL CONTRACTORS AND 5U50ONTRAGTORS RESPONSIBLE FOR FOR WORK SHOWN IN THE SPECIFICATIONS AND ON THE DRAWINGS SHALL JOINTLY AND SEPARATELY COORDINATE THEIR WORK WITH REGARD TO SCHEDULING, INSTALLATION PROCEDURES, SHOP DRAWING5 AND INSTALLATION OF ALL RELATED MATERIALS. 2. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND SUBCONTRACTORS RESPONSIBLE FOR THE WORK SHOWN IN THESE DOCUMENTS SHALL INSPECT AND APPROVE ALL PREFATORY WORK THAT HAS BEEN COMPLETED TO RECEIVE His WORK. HE 15 TO ENSURE THAT HIS WORK AND ADJACENT WORK WILL FINISH TO PROPER CONTOURS, PLANES AND LEVELS. PROMPTLY NOTIFY GENERAL CONTRACTOR OF ANY DEFECTS IN THE PREP WORK THAT WILL ADVERSELY AFFECT OR PREVENT THE SATISFACTORY COMPLETION OF H15 WORK. FAILURE TO NOTIFY OENERAL CONTRACTOR SHALL INDICATE ACCEPTANCE OF THE PREP WORK AND ANY 5U55EQUENT CLAIMS OF DEFECTS SHALL NOT BE RECOGNIZED. 3. NO WORK SHALL BE PERFORMED UNTIL ALL PREP WORK HAS BEEN COMPLETED, CURED, DRIED, ETC, AND READY TO RECEIVE THE WORK. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE TIMELY COORDINATION AND INSTALLATION OF ALL MATERIALS. D. CONSTRUCTION SCHEDULE 1. CONSTRUCTION 15 ANTICIPATED TO BEGIN ON /ABOUT AUGUST 1, 2010 AND SU85TANTIALLY COMPLETE ON /ABOUT OCTOBER I, 2010 2. ALL PUNCH LIST ITEMS COMPLETE AND FINAL CERTIFICATES OF OCCUPANCY OBTAINED AS MUTUALLY AGREED UPON BY OWNER AND GENERAL CONTRACTOR. E. PROJECT MEETINGS I. PROJECT MEETINGS WILL BE HELD WEEKLY WITH THE ARCHITECT AND GENERAL CONTRACTOR. F. TEMPORARY FACILITIES I. GENERAL CONTRACTOR TO PROVIDE ALL TEMPORARY FACILITIES AS REQUIRED BY THE WORK AND ALL AUTHORITIES HAVING JURISDICTION I NCLUD i NO BUT NOT LIMITED TO TEMPORARY SANITARY FACILITIES, WATER AND ELECTRICITY, 2. STAGING AREA WILL BE AS INDICATD ON SITE PLAN 3. MAINTAIN ACCESS TO ALL ADJACENT BUILDINGS. G. ALTERNATES NONE H. ALLOWANCES NONE J. SUBSTITUTIONS BASE BID SHALL BE BASED ON THE STANDARDS OF QUALITY ESTABLISHED BY THE SPECIFIED ITEMS AS INDICATED ON THE DRAWINGS. SUBSTITUTIONS WILL BE CONSIDERED ONLY WHEN LISTED AT THE TIME OF BIDDING AND WHEN SUBSTANTIATED BY THE CONTRACTOR'S SUBMITTAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. WHERE THE TERM ". -OR EQUIVALENT " 15 U5ED, DO NOT ASSUME THE MATERIALS, EQUIPMENT OR METHODS WILL BE APPROVED UNLESS THE ITEM HAS BEEN SPECIFICALLY APPROVED FOR THIS WORK BY THE ARCHITECT. K. PROJECT CLOSE OUT 1. PROJECT CLOSE -OUT 15 DEFINED TO INCLUDE THE GENERAL REQUIREMENTS AT THE END OF THE WORK IN PREPARATION FOR FINAL ACCEPTANCE, FINAL PAYMENT, NORMAL TERMINATION OF THE CONTRACT, OCCUPANCY BY THE OWNER AND 51MILAR ACTIONS 5HOWING COMPLETION OF THE WORK. 2. ALL WARRANTIES AND OUARANTEES SHALL COMMENCE ON THE DATE THE FINAL CERTIFICATE OF OCCUPANCY 15 RECEIVED. TRANSFER ALL WARRANTIE5 TO OWNER. 3. PRIOR TO REQUESTING INSPECTION FOR SU85TANTIAL COMPLETION, ENSURE THE FOLLOWING 15 COMPLETE: a. ADVISE APPROPRIATE PARTIES OF PENDING INSURANCE CHANGEOVER REQUIREMENT5 In. COMPLETE THE START UP AND TESTING OF ALL EQUIPMENT, FIXTURES, APPLIANCES, SYSTEMS, ETC. c. SUBMIT ANY SPECIAL WARRANTIE5, GUARANTEES, MAINTENANCE AOREEMENT5, FINAL CERTIFICATIONS AND SIMILAR DOCUMENTS. d. OBTAIN AND SUBMIT FINAL CERTIFICATE: OF OCCUPANCY. e. REMOVE ALL TEMPORARY FACILITIES AND SERVICES AND CONSTRUCTION TOOLS AND FACILITIES f. COMPLETE FINAL GLEANING- INTERIOR AND EXTERIOR g. COMPLETE CHANGF OVER OF ALL LOOKS AND SUBMIT ALL KEYS TO OWNER. h. TOUCH -UP AND OTHERWI5E REPAIR AND RESTORE ALL MARRED FINISHES, LANDSCAPING, PAVING, ETC. SUBMIT PUNCH L15T OF REMAINING WORK. J. SUBMIT OPERATIONS, MAINTENANCE AND WARRANTY INFORMATION MANUAL IN A THREE RING BINDER - PROVIDE 4 COPIES: 3 FOR OWNER, I FOR ARCHITECT. k. SUBMIT REDLINED A5 -5UILT DRAWINGS AND FINAL APPROVED SUBMITTALS - 4 COPIES: 3 FOR OWNER, I FOR ARCHITECT 4, PRIOR TO REQUESTING FINAL INSPECTION FOR CERTIFICATION OF FINAL ACCEPTANCE, ENSURE THE FOLLOWING 15 COMPLETE: a. SUBMIT FINAL LIEN WAIVERS AND 5UPPORTIN6 DOCUMENTS NOT PREVIOUSLY SUBMITTED AND ACCEPTED. INCLUDE CERTIFICATES OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS. b. SUBMIT CERTIFIED COPY OF FINAL PUNCH LIST STATING EACH ITEM HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE. \/ 5I ON 2 -51 TE CONST A. UTILITIES I. GENERAL CONTRACTOR 15 RE5PON51BLE FOR VERIFYING AND LOGATINO ALL AVAILABLE UTILITIES (NATURAL OAS, ELE(fTRICITY, DOMESTIC WATER, SANITARY SEWER, CABLE TV). 2. COORDINATE WORK WITH ALL AFFECTED UTILITIES AND AUTHORITIES HAVING JURISDICTION, ESPECIALLY TOWN OF VAIL PUBLIC WORKS AND FIRE DEPARTMENT. B. SOILS REPORT I. NONE -SEE STRUCTURAL DRAWINGS FOR OPEN HOLE IN5FECTION5 G. SITE CLEARING AND TOPSOIL I. ALL SITE DISTURBANCES SHALL HAVE ER05ION CONTROL MEASURES USING BEST MANAGEMENT PRACTICES. COORDINATE WITH TOWN OF VAIL AND B00THFALLS MOUNTAIN HOMES ASSOCIATION. D. EXCAVATION AND BACKFILL I. EXTENT OF EXCAVATION SHALL BE AS SHOWN ON DRAWIN65. BACK FILL FOR THE PROJECT SHALL BE OF SOIL CONTAINING STONES OR ROCKS LF55 THAN 6" IN DIAMETER. INSTALL IN 8" LIFTS AND COMPACT AS REQUIRED TO REACH SPECIFIED BEARING PRESSURES. 2. COMPACT SOILS D15TURBED BELOW FOOTING BEARING ELEVATIONS OR REMOVE LOOSE SOILS AND FILL WITH LEAN CONCRETE. BAGKFILL TO BE BROUGHT UP EQUALLY ON BOTH 51DE5 OF 5U5 GRADE FOUNDATION WALLS WHERE APPLICABLE. 3. COORDINATE ALL EXCAVATION AND BACKFILL WORK WITH ARCHITECT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND REOUI REMENT5. E. LANDSCAPING I. TOP50IL: 4 " -6" CLEAN, CLAY -FREE TOP501L 2. PLANT MATERIALS: SEE 5iTE PLAN 3. IRRIGATION SYSTEM: N/A 4. PROVIDE 12 MONTH WRITTEN WARRANTY FOR ALL PLANTING MATERIALS TO COVER LABOR AND MATERIALS. LANDSCAPE CONTRACTOR SHALL PROVIDE A MAINTENANCE SCHEDULE FOR OWNER MAINTENANCE REQUIREMENT5 AND A MAINTENANCE AGREEMENT PROP05AL FOR OWNER'S REVIEW. INSTALL ALL PLANTIN05 IN 5TRIGT ACCORDANCE WITH THE AMERICAN NURSERY ASSOCIATION STANDARDS 5. SEE SITE PLAN FOR ADDITIONAL INFORMATION AND REQUIREMENTS. A. FOUNDATIONS 1. SEE STRUCTURAL DRAWINGS. COORDINATE WITH SOILS ENGINEER. 2. FOOTI NG5: CONCRETE -SEE STRUCTURAL DRAWINGS. 3. FOUNDATION WALLS: CONCRETE -SEE STRUCTURAL DRAWINGS. PROVIDED TREATED OR REDWOOD SILL PLATE. SHIM LEVEL AND SEAL WITH INSULATING SILL SEALER. 4. FOUNDATION INSULATION: 5 T YROFOAM "PERIMATE' OR EQUIVALFNT. A. SLABS I. 5EE STRUCTURAL DRAWING. PROVIDE 4" GRANULAR FILL UNDER ALL CONCRETE SLABS. SLOPE TO DRAINS OR AS INDICATED ON DRAWINGS. STEEL TROWEL FINISH INTERIOR SLABS UNLESS NOTED OTHERWISE, PROVIDE HAND - TOOLED CONTROL JOINTS 0'3 OF SLAB THICKNESS) AS 5HOWN ON DRAWIN65 2, PROVIDE Y2 PRE - MOLDED FIBER EXPANSION JOINT FILLER WITH SEALANT AS INDICATED ON DRAWINGS A. STONE FLOORING 1. MATCH EXISTING AT ENTRY G. STONE COUNTERS 1. GRANITE: 'COLD SPRINGS 'RED CARNELIAN' - 5LAB- POLI5HED FINISHED D. STONE SEALER I. PROVIDE 2 GOATS OF STONE SEALER (EXCEPT POLI5HED FINISH) AS RECOMMENDED BY STONE SUPPLIER DIVISION 5- METALS A. METAL FABRICATIONS I. PROVIDE SHOP DRAWINGS FOR ALL ITEMS SUCH AS STRUCTURAL STEEL, CONCRETE EMBEDS, CONGEALED CONNECTOR PLATES, HEATED GUTTERS AND DOWNSPOUTS, SNOW GRATINGS, METAL BALCONY RAILINGS, ETC. SHOP PRIME AND PAINT OR POWDER -GOAT ALL EXPOSED METAL COMPONENTS -COLOR AS SELECTED BY ARCHITECT. SHOP PRIME ALL CONGEALED METAL COMPONENTS B. BOLTS AND CONNECTORS I. PROVIDE GALVANIZED BOLTS, NUTS AND WASHERS AS INDICATED ON DRAWINGS. ,PROVIDE STRUCTURAL CONNECTIONS AS SHOWN ON STRUCTURAL DRAWINGS. A. ROUGH CARPENTRY 1. PRIOR TO ANY EXTERIOR OR INTERIOR WALL FRAMING, VERIFY ALL DIMENSIONS ON DRAWINGS TO IDENTIFY ANY POTENTIAL FRAMING DISCREPANCIES. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. EXTERIOR WALL FRAMINO: AS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSULATE ALL EXTERIOR CORNERS AND CONCEALED SPACES (HEADERS, ETC) DURING FRAMING. STUDS TO BE 16" OG UNLESS NOTED OTHERWISE. PROVIDE HORIZONTAL BLOGKINO AS REG2UiRED FOR ALL 5HELVINO, ETC. 3. WALL SHEATHING: Y EXTERIOR PLYWOOD OR 055 BOARD AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. SHEATHING SHALL MEET ALL CODE REQUIREMENT5 FOR SHEAR AND LATERAL BRACING AND IMPACT I OAD5 AS SHOWN ON STRUCTURAL DRAWINGS 4. FIRE BLOCKING: PROVIDE IN ALL CONGEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDINO FURRED SPACES, AT FLOOR AND CEILING LEVELS, AT 10' -0" INTERVALS BOTH VERTICAL AND HORIZONTAL, AT STAIRS AND AS OTHERWISE REQUIRED BY THE 2003 INTERNATIONAL RESIDENTIAL CODE. 5. BUILDING PAPER: 'TYVEK' OR EQUIVALENT EXTERIOR WALLS UNDER WOOD SIDING. WRAP 5ELF- ADHERIN6 SHEET WATER PROOFING (BITUTHENE, WRR GRACE 'ICE AND WATER SHIELD' OR EQUIVALENT) -MIN 6 " -AT ALL WINDOW AND DOOR ROUGH OFENIN05. I. PROVIDE WOOD FLOOR JOISTS -TJI JOISTS- AS INDICATED ON STRUCTURAL DRAWINGS. PROVIDE SHOP DRAWING5 FOR APPROVAL PRIOR TO CONSTRUCTION OF JOISTS. SEE STRUCTURAL DRAWING5 FOR ADDITIONAL INFORMATION AND RREQUI REMENT5 2. PROVIDE ALL ANCHORS AND HANGERS AS REQUIRED AND /OR INDICATED ON STRUCTURAL DRAWI N65 3. FROVIDE BRIDGING AT SPANS OVER 10' -0" OR AS REQUIRED BY JOIST MFOR. G. SUB-FLOOR I. PROVIDE 3 /4" T$O APA -RATED 5TURD - -FLOOR EXTERIOR ID N0. 24 COG. PLYWOOD ID 36,(6. GLUE AND NAIL PER STRUCTURAL DRAWING5 D. PARTITION FRAMING I. MATERIAL: HEM -FIR, CONSTRUCTION GRADE 2. 5PACINO: 16" OG 3. FIRE BLOCKING AS REQUIRED BY CODE. 4. PROVIDE INTERMEDIATE HORIZONTAL BLOCKING BETWEEN STUDS AS REQUIRED FOR 5HELVIN6, PLUMBING AND ELECTRICAL FIXTURES, ETC, E. CEILING FRAMING 1. MATERIAL: HEM -FIR, #2 GRADE OR BETTER 2. 5PACINO: 16" OG 3. FIRE BLOCKING AND BRIDGING AS REQUIRED BY CODE. 4. PROVIDE INTERMEDIATE HORIZONTAL BLOCKING BETWEEN STUDS AS REQUIRED FOR ELECTRICAL LIGHT FIXTURES, CEILING FANS, ETG F. ROOF FRAMINO I. PROVIDE PRE- ENGINEERED ROOF JOISTS -TJI JOISTS- AS INDICATED ON STRUCTURAL DRAWINGS. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION OF JOISTS. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND REOUI REMENT5 2. PROVIDE ALL ANCHORS AND HANGERS AS REQUIRED AND /OR INDICATED ON STRUCTURAL DRAWINGS 3. PROVIDE BRIDGING AT SPANS OVER 10' - O" OR AS REQUIRED BY JOIST MFOR. 4. PROVIDE 5 /S" EXTERIOR GRADE PLYWOOD ROOF SHEATHIN6-5EE STRUCTURAL DR.AWIN65 G. EXTERIOR TRIM AND DETAILS I. SOFFITS. Ix6 T$O BEVEL EDGE TIGHT KNOT CEDAR 51DIN6 2. FASCIA: 2x ROUGH -SAWN (RS) CEDAR -SIZES AS INDICATED ON DRAWI NOS- STANDARD OR BETTER GRADE. PRE - FINISH ALL SIDE5 AND EDGES PRIOR TO INSTALLATION 3. TRIM: 2x ROUGH -SAWN (RS) CEDAR -SIZES AS INDICATED ON DRAWIN65- 5TANDAR.D OR BETTER GRADE -AT HORIZONTAL BUILDING TRIM, DOOR $ WINDOW TRIM AND CORNER TRIM. PRE- FIN15H ALL SIDES AND EDGES PRIOR TO INSTALLATION H. EXTERIOR SIDING I. EXTERIOR SIDING: Ix6 CEDAR TO MATCH EXI5TING J. FINISH CARPENTRY I. ALL INTERIOR WOODWORK TO BE STAINED FINI5H -2 COATS OF STAIN, 2 GOATS OF POLYURETHANE 2. 5TANDIN6 $ RUNNING TRIM: a. DOOR AND WINDOW TRIM TO MATCH EXISTING b. BASE TO MATCH EXISTING 3. ROUGH -SAWN TIMBER TRIM: PROVIDE ROUGH -SAWN (R5) WOOD TRIM AS INDICATED ON DRAWINO5 'w A. INSULATION: SEE DIVISION 3 FOR FOUNDATION AND UNDER SLAB INSULATION REQUIREMENTS I, EXTERIOR: a. WALLS: 5 Y2" UNFACED FIBERGLASS 5ATT5 -R21, FRICTION FIT b. VAPOR BARRIER: 6 MIL POLY FILM ON INSIDE FACE OF STUD AT EXTERIOR WALLS w/ 6" OVERLAP. SEAL AND TAPE ALL SEAMS AND PENETRATIONS 2. FLOOR: 12" FOIL FACED FIBEROLA55 BATT5 -R38, FRICTION FIT 3. ROOF /CEILING: a. 14" "BLOWN -IN- BLANKET' CELLULOSE INSULATION 5Y5TEM -R 56 b. VAPOR BARRIER: 6 MIL POLY FILM ON IN51DE FACE OF ROOF FRAMNIO w/ 6" OVERLAP SEAL AND TAPE ALL SEAMS AND PENETRATIONS 4. INTERIOR WALLS AND STAIRS: 3 Y2" UNFAGED FIBERGLASS BATT5 -RII, FRICTION FIT -AT ALL INTERIOR WALLS AND STAIRS 5. SILLS: FIBERGLASS SILL SEALER AT ALL CONCRETE TO WOOD JUNCTURES B. ROOFING UNDERLAYMENT I. PROVIDE NR GRACE 'ICE AND WATER SHIELD' OR EQUIVALENT UNDER ALL ROOFING. INSTALL IN STRICT COMPLIANCE WITH MFGR.'5 REQUIREMENTS. PROVIDE :2 LAYERS AT EAVES A MINIMUM OF 24" UP ROOF BEYOND LINE OF EXTERIOR WALL BELOW AND AS FURTHER INDICATED ON DRAWIN05. PRIME AREA 6-0" ON EITHER SIDE OF OF VALLEYS AND 6-0" UP FROM EDGE OF ROOF OVERHANG WITH 'BITUTHENE PRIMER P- 3000'. 2. PROVIDE LETTER FROM MANUFACTURER TO ARCHITECT AND OWNER STATING THAT ROOF UNDERLAYMENT WA5 INSTALLED IN FULL AND COMPLETE COMPLIANCE WITH MANUFACTURER'S REQUIREMENTS. C. ROOFING I. PROVIDE OWENS CORNING 'WOODCREST' LAMINATED FIBERGLASS /ASPHALT SHINGLE5 OR EQUIVALENT. PROVIDE SUBMITTALS FOR ALTERNATE MANUFACTURERS. COLOR TO MATCH EXISTING. 2. INSTALL ROOFING PER MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS USING MANUFACTURER'S STANDARD METHODS AND MATERIALS OF CONSTRUCTION. PROVIDE MANUFAGTURER'5 STANDARD 50 YEAR WARRANTY. D. FLASHING I. PRE - FINISHED ALUMINUM SHEET, 0.0320 THICK W 2 GOATS HIGH- PERFORMANGE ORGANIC FIN15H (KYNAR) -DOLOR TO BE SELECTED. 2. INSTALL ROOF AND WALL FLASHING TO COMPLY WITH 5MACNA's 'ARCHITECTURAL SHEET METAL MANUAL' PROVIDE CONCEALED FASTENERS, SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS AND SEAMS THAT WILL BE PERMANENTLY WATERTIGHT. 3. WHERE DISSIMILAR METALS WILL CONTACT EACH OTHER OR CORROSIVE SUBSTRATES, PROTECT AGAINST GALVANIC, ACTION BY PAINTING CONTACT SURFACES WITH BITUMINOUS COATING OR BY OTHER PERMANENT SEPARATION AS RECOMMENDED BY FABRICATOR OR MANUFACTURER OF D1551MILAR METALS. E. JOINT SEALANTS I. PROVIDE SEALANT AT ALL LOCATIONS INDICATED ON THE DRAWING5 AND AT ALL OTHER LOCATIONS PER INDUSTRY STANDARDS TO INCLUDE JUNCTURES AT DRYWALL AND INTERIOR TRIM. PROVIDE SEALANT AT ALL JUNCTURES BETWEEN STUCCO AND EXTERIOR TRIM AND AS INDICATED ON DRAWINGS. 2. JOINT FILLERS TO BE CLOSED CELL EXPANDED POLYETHYLENE, OPEN CELL POLYURETHANE FOAM OR AS RECOMMENDED OR REQUIRED BY SEALANT MANUFACTURER 3. EXTERIOR SEALANT TO BE SINGLE- COMPONENT NEUTRAL- AND BA510- CURIN6 SILICONE SEALANT, COMPLYING WITH ASTM C c120, TYPE 5 AND N5, CLASS 10 01f5o, NT. COLOR TO MATCH ADJACENT SURFACES 4. INTERIOR SEALANT TO BE LATEX SEALANT COMPLYING WITH ASTM G 834, TYPE OF, GRADE NF. COLOR TO MATCH ADJACENT SURFACES 5. FIRE BARRIER SEALANT TO BE 3M FIRE BARRIER OR EQUIVALENT AT ALL PIPING AND MECHANICAL PENETRATIONS OF WALL5, FLOORS AND CEILING BETWEEN THE OARAGF AND THE HOUSE. i r ► :. r' A. EXTERIOR DOORS I. RE -U5E EXI5TING EXTERIORWOOD DOOR AND FRAME = PROVIDE 2x WOOD FRAMES WINTEORAL STOPS AND THRESHOLDS. PAINT DOOR AND FRAME TO MATCH EXISTING B. HARDWARE I. RE-USE EXISTING EXTERIOR DOOR HARDWARE C. WINDOWS I. WINDOWS TO BE THERMALLY - BROKEN ALUMINUM -GLAD WOOD WINDOWS AS SHOWN AND 5CHEDULED- MARVIN OR APPROVED EQUIVALENT. PROVIDE 3 /4" LOW E INSULATED 6LA55 A. DRYWALL I. PROVIDE 5 /S" TYPE 'X' DRYWALL THROUGHOUT -WALL5 AND CEILIN6 PROVIDE 1-1015TURE- RESISTANT DRYWALL AT ALL M015T AREAS AS REQUIRED BY CODE. PROVIDE CEMENTITIOUS BACKER BOARD AT ALL 5HOWER AND BATHTUB SURROUNDS (FLOOR AND CEILING) AND BEHIND ALL TILED AREAS (FLOOR AND CEILING). ALL DRYWALL GORNER5 TO BE RADIUSED TO MATCH EXI5TIN6. DRYWALL WALL TEXTURE TO BE SKIP- TROWELED TO MATCH EXI5TIN6 G. CARPET I. CARPET AND PAD INSTALLATION TO INCLUDE ALL MATERIAL INCIDENTAL TO THE WORK. CARPET PATTERN AND COLOR TO BE SELECTED BY OWNER D. EXTERIOR FAINTING 1. PROVIDE 2 GOATS 5EM I - TRANSPARENT AND OPAQUE OIL BASED STAIN ON ALL EXTERIOR WOOD SURFACES- OLYMPIC, BEHR, CABOTS, 5HERWIN- WILLIAM5 OR EQUIVALENT TO MATCH EXISTING. ALL SURFACE5- EXPOSED AND CONCEALED TO BE STAINED. PROVIDE ACTUAL SAMPLE FOR APPROVAL PRIOR TO THE START OF WORK. EXTERIOR LATEX FAINT, FLA5HINO AND SHEET METAL NOT PRE - FINISHED TO HAVE I COAT OF CEMENT BASED PRIMER AND TWO COATS OF EXTERIOR LATEX PAINT, EXTERIOR METAL SURFACES (EXCEPT DECK RAILING) TO HAVE 2 GOATS EXTERIOR LATEX ENAMEL, ALL EXTERIOR SURFACES SUITABLE FOR PAINTING SHALL BE FAINTED AS DIRECTED BY ARCHITECT. E. INTERIOR FAINTING 1. DRYWALL (DRY AREAS): PRIMER PLUS 2 COATS LATEX FAINT -FLAT 2. DRYWALL (WET AREAS): PRIMER PLUS 2 GOATS LATEX ENAMEL- E&65HELL FINISH 5. NATURAL WOOD TRIM AND DOOR5: 2 GOATS STAIN, 2 GOATS POLYURETHANE FIN15H -SATIN F. WOOD FLOORING I. WOOD FLOORING TO BE 3 /4" x 5 " -6" " TAG RUSTIC (DISTRESSED) OAK, RANDOM LENGHTS. PROVIDE NATURAL FINISH WITH 2 COATS OF POLYURETHANE. FIRST TWO COATS TO BE GLOSS, FINAL GOAT TO BE SATIN. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION TO ADJACENT CONSTRUCTION. ALL FLOORING MATERIALS TO BE STOCKED ON -SITE FOR A MINIMUM OF TWO WEEKS PRIOR TO INSTALLATION. SEE ROOM FIN15H SCHEDULE FOR LOCATIONS. 2. PROVIDE TAPERED WOOD TRANSITION STRIPS TO MATCH FLOORING AT ALL P1551MILAR FLOORING TO PROVIDE FOR A FLUSH TRANSITION, G. WOOD CEILING I . WOOD GE I L I NG TO BE I x6 BEVEL -EDGE T $ O CLEAR HEARTWOOD, SMOOTH FINISH. PROVIDE NATURAL FINISH WITH 2 COATS OF POLYURETHANE. FIRST COAT TO BE GLOSS, FINAL COAT TO BE SATIN, INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMEN75 AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION TO ADJACENT CONSTRUCTION. ALL CEILING MATERIALS TO BE STOCKED ON - 51 TE FOR A MINIMUM OF TWO WEEK5 PRIOR TO INSTALLATION. SEE ROOM FINISH 5CHEDULE FOR LOCATIONS. r A. KITCHEN CABINETS. I. KITCHEN CABINETS TO BE PRE - BUILT, MANUFACTURED CABINETS THROUGHOUT - 'KITCHEN CRAFT', 'ASFEN LEAF' OR EQUIVALENT. PROVIDE SHOP DRAWIN05 INCLUDING FINISH AND HARDWARE SELECTIONS FOR APPROVAL PRIOR TO THE START OF WORK, 5EE DRAWINGS FOR ADDITIONAL INFORMATION. 2. WOOD TO BE KNOTTY ALDER w/ RAIDED PANEL DOORS. COLOR AND FINISH TO BE SELECTED B. KITCHEN COUNTERS: I. PROVIDE 3/4" PLYWOOD SUB -BASE WITH SLAB GRANITE OR MARBLE AS INDICATED ON DRAWINGS. PROVIDE FULL HFIGHT (TO UNDERSIDE OF WALL CABINETS) GRANITE SLAB SPLASHES AT KITCHEN AND 4" HIGH MARBLE SLAB SPLASHED AT BATHROOMS. SEE DRAWIN65 FOR ADDITIONAL INFORMATION G. APPLIANCES I. SEE APPLIANCE SCHEDULE ON DRAWIN65 T u architects ...................... a...... PO Flax 1492 tel: 970- 479 -7387 Vail, CO 81658 fax-970-47"077 0 2009 TrD architects, im, AU rights reserved 155UE: MAR I, 2010 -OUT TO BID JUL 1, 2010 -RE -BID AUG 23, 2010 -BLDG PERMIT SPECS ✓� C °%Cs Lu Lu ly Lu 0 < LL] LL O SPECS ✓� C °%Cs architects ..t. if llRiii!!•RR Rl1i111lilfRil Rf ox 1492 tel: 970 -479 v0 81658 fax: 970 -476 7YD =_we s: In�_ All tights rest 155UE MAR 1, 2010 -OUT TO BID JUL. 1, 2010 -RE -BID AU& 23, 2010 ` -5L Z>6 PERMIT SITE F 1I 5 0 1 — 0 II architects PO Box 1492 tel: 970 -479 -7387 Veit, CO 81658 fax: 970 - 476 -0077 0 2009 TO architects, tx. AR rights reserved ISSUE: MAR I, 2010 - OUT TO BID /� MAR 4, 2010 L s \ -OWNER REVISIONS /� MAY 24, 2010 / � \ -DEOK PRICING JUL I, 2010 -RE -BID AUG 25, 2010 -BLDG PERMIT ""�LAN t F L V 4 }I"Yn L L (�C� F A N , if = , I - 0 11 14 1:1 < E z "'r E D N ("') T E 5 � � =1 I WN NO- no, W M M GENERAL NOTES 1. DIMENSIONS ARE FROM FACE OF DRYWALL TO FACE OF DRYWALL OR EXT SHEATHING UNLESS NOTED OTHERWISE -TYP 2. PROVIDE SOUND BATTS IN ALL PARTITIONS, FURRING FLOOR AND OEI L I NG SPACES -TYP 5.. ALL INTERIOR PARTITIONS TO BE 2x4 WD STUDS W 518" TYPE 'X' GYP BD EACH SIDE UNLE55 NOTED OTHERWISE E I T I N N T 4 E== 5 I. ALL DEMOLITION WORK TO COMPLY WITH ALL CODES, ORDINANCES, RULES, REGULATIONS ETC, AS REOD BY ALL AUTHORITIES HAVING JURISDICTION. 2. 60 TO COORDINATE NOISY AND /OR DISRUPTIVE DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK 5. 6ENERAL CONTRACTOR 15 TO FIELD VERIFY ALL EXIST CONDITIONS AND COORDINATE WITH ORIGINAL BUILDING DRAWINGS AND FIELD CONDITIONS. 4. 6ENERAL CONTRACTOR 15 TO FIELD VERIFY ALL EX151TNG PLUMBING, ELECTRICAL, ETC FROM ABOVE AND RELOCATE AS REOD FOR NEW OON5TRUCTION -60 15 TO NOTIFY OWNER 72 HOURS IN ADVANCE OF ANY SERVICE DISRUPTIONS. 5. 6ENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL 5HORIN6 INCLUDING DE516N, INSTALLATION AND REMOVAL. I. REMOVE EXIST CONC SLAB ON GRADE 4 PORCH ROOF ABOVE - EXCAVATE AS REOD FO RNEW CON5TR 10. PROVIDE NEW CARPET TO MATCH EX15T LIVING ROOM CARPET WHERE EX15T KITCHEN REMOVED 2. REMOVE EXIST EXTERIOR WALL, WINDOW FRAMING, ETC PROVIDE ANY 5HORIN6 OR BRACING AS REND 5. REMOVE EXIST GYP BD CLG- PROVIDE 5" SOUND BATTS IN EXIST FRAMING, 6 MIL POLY VAPOR BARRIER NEW 5 /a° TYPE 'X' (SYP BD 01-6- TEXTURE TO MATCH EX15T 4. REMOVE EXIST GYP BD THIS WALL ONLY - PROVIDE 5" SOUND BATT5 IN EX15T FRAMING, 6 MIL POLY VAPOR BARRIER $ NEW 5 /a" TYPE 'X' GYP BD WALL - TEXTURE TO MATCH EXIST (SHOWN HATCHED) 5. LINE OF FLOOR ABOVE 6. LINE OF ROOF ABOVE - 7. REMOVE EXIST KITCHEN COMPLETE. RELOATE EXIST UTILITES (PLBG, ELEC) AS REOD BY NEW CONSTR. VERIFY FINAL LOCATION OF RELOCATED ELEO SWITCHES WITH ARCHITECT. 8. NEW WINDOW IN EXIST OPN6 e-i. NEW PORCH ROOF BELOW 11. REMOVE EXIST DOOR AND WINDOW - PROVIDE NEW ENTRY SYSTEM wl SIDELI&HT5 -5EE WINDOW SCHEDULE 5HT A501 12. REMOVE EXIST GYP BD TO STUDS- PROVIDE 5" SOUND BATT IN5UL IN EXIST FRAMING- PROVIDE I LAYER 5 /a "TYPE 'X' GYP BD AND 6 MIL POLY VAPOR BARRIER ON EXIST STUDS -RC CHANNELS ON NEW 6YP BD N1 NEW 5 /a" TYPE 'X GYP ON RC CHANNELS 15. REMOVE EXT WALL, WINDOWS AND DOOR5- VERIFY STRUCTURE wl ARCHITECT PRIOIR TO REMOVAL OF STUD WALL -PATCH ADJACENT SURAFCES TO MATCH 14. REMOVE EXIST GUARDRAIL 15. REMOVE EXIST 2X6 WD DECKING -WD TIMBER STRUCTURE TO REMAIN f� 16. REMOVE EXIST 51DING / a \ AND SHEATHING- PROVIDE NEW 5/a "TYPE 'X' GYP BD -FLUSH W EXIST F L Ll) Tl< f"� L A N R 0 F FL A N - Nc : ,)�< ELEVATON 1 /411 = i f - o il <E NO � tS 1. NEW Ix6 +l - CEDAR SIDING TO MATCH EXIST 2. EXIST CEDAR SIDING TO REMAIN- REFINI5H TO MATCH EXIST 10. 2x6 R5 CEDAR TRIM - TYP EA SIDE OF CORNER 11. LINE OF EX15T ROOF BEYOND 1.2.:2x RS CEDAR FASCIA TO MATCH EXIST 3. NEW ALUM -GLAD WINDOW - FINISH TO MATCH EXIST 4. NEW ALUM -CLAD WINDOW IN EXIST OPNG- FINISH TO MATCH EXIST 5. REWORK EXSIT OPNG AS REOD FOR NEW CONSTR 6. NEW ASPHALT SHINGLES -COLOR TO BE 5ELECTED - 500 #150 MIN 7. NEW ENTRY SYSTEM wl SIDELIGHTS -SEE WINDOW SCHEDULE THIS 5HT 8. 2x6 R5 CEDAR TRIM - PAINT TO MATCH EXIST- TYP ALL NEW WINDOWS g. TIMBER 51-1-5EE 5TRUGT - PAINT TO MATCH WD TRIM 13. 6x6 RS CEDAR POST - 51 5TRUGT -PAINT TO MATCH WD TRIM 14. ALUM GUTTER AND DOWN5P0UT 15. EXIST WD FASCIA TO REMAIN 16. EXIST WD SHAKE ROOF TO REMAIN 17. EXIST DOOR BEYOND TO REMAIN 18. NEW SOLID GORE EXTERIOR WD DOOR WND FRAME AND ENTRY HDWE -STAIN TO MATCH SIDING Rik c==71zNERAL NL" I. WINDOW HEAD HEIGHTS TO BE 7' -O" AFF UNLESS NOTED OTHERWISE 2. ALL NEW WOOD SIDING AND TRIM TO PAINTED TO MATCH EXIST m a i i- m i� W ILI Q IL isj Q w i cs 0 V� NDO� 5 BEST ELE\/A 1 11 - (o11 t-IAR< UNIT NU 5ER T)"'I ' A <5 U-F TO A 2 -GGM 3648 CASEMENT EGRESS WINDOW (@ GRADE)- 51LL MAX 44" AFF .53 B 2 -0GM 3648 CASEMENT SILL ® 40" AFF- COORDINATE w/ COUNTER TOP .33 C CCM 5672 CASEMENT EGRESS WINDOW- TEMP GLASS AS REOD .55 D COMP 2464 FIXED EXI5T OPNG -RE -WORK AS REGOD .55 E GGMP 2436 FIXED EXIST OPNG -RE -WORK AS REDO .33 F P4- 5 -3' -2" x 2' -7" RO FIXED CUSTOM POLYGON .33 G LAWN 3620 AWNING WOOD 55 H CUSTOM ENTRY CUSTOM SOLID CORE WOOD ENTRY DOOR WITH 51DELIGHT5 EACH SIDE- OIL - RUBBED BRONZE ENTRY HDWE wl PEAD50LT .33 J C_WC_5672 CASEMENT SIERRA PACIFIC WINDOWS- PROVIDE STANDARD ALUM MULLION SUPPORT 33 K C -WGP -3672 FIXED SIERRA PACIFIC WINDOWS 35 L C -WG -5072 CASEMENT 51ERRA PACIFIC WINDOWS- PROVIDE STANDARD ALUM MULLION SUPPORT 53 M P4- 5 -5' -0" x 3' -5" RO FIXED CUSTOM POLYGON -FIELD VERIFY EXACT DIMENSIONS 33 I. UNIT NUMBERS SHOWN ARE FOR ALUM -CLAD MARVIN WINDOWS - GC 5, PROVIDE SCREENS FOR ALL WINDOWS. TO COORDINATE ROUGH OPENINGS FOR ALTERNATE WINDOW MANUFACTURERS 6. HEAD HEIGHT FOR ALL WINDOWS TO BE 7' -0" AFF UNLESS NOTED OTHERWISE 2. GLA55 AREA TO MATCH OR EXCEED THE GLASS AREA ODF SCHEDULED WINDOW IF ALTERNATE MAUFAGTURER 15 SELECTED 7. CASING -WD TO MATCH EXIST Ix6 CEDAR SIDING -V - PRE -FIN ALUM DRIP FLASHING -TYP WALL CONSTR -SEE I` y WALL SECTIONS SHT A(501 BEVEL HEAD TRIM)?4"' f B ERAM HEADER- SEE TRUGT SELF - ADHERING SHEET WATERPROOFING I � PROVIDE NEW WD TRIM AT PERIMETER OF OPNG :a � TO MATCH EXIST .t 2x6 R5 CEDAR TRIM SEALANT WD JAMB EXTENSION ALUM -GLAD WD WINDOW _TrF HEAD DETAL I. DRYWALL TO HAVE RADIUS CORNERS AND HAND - TROWELED FINISH TO MATCH EXIST 2. PAINT TO BE PRIMER PLUS TWO COATS- SHERWIN WILLIAM5 LATEX OR EQUAL -COLOR TO BE SELECTED 3. PROVIDE MOISTURE RESISTANT DRYWALL IN ALL "NEV AREAS AND AS SCHEDULED 4. WOOD BASE TO BE WOOD TO MATCH EXIST 111 11111 im r:► .�► .: KOHLER PLUMBING FIXTURES SPECIFIED. ALL FIXTURES TO BE VIBRANT BRUSHED NICKEL KITCHEN I. KITCHEN SINK: #K -5356 'UNDERTONE' wl #K -647 'SIMPLIGE' PULL -DOWN FAUCET APPLIANCES TO BE GENERAL ELECTRIC wl STAINLESS STEEL FINISH UNLESS NOTED T OTHERWISE KITCHEN: I. REFRIGERATOR: #PTS 225H555 2. DOWNDRAFT GOOKTOP: PP Ci8gSN55 3. BUILT - IN OVEN: #JTP 305PS5 4. DISHWASHER: PDW 1880 L55 5. DISPOSAL : GFG 720 F 6. BUILT -IN MICROWAVE: P55 1001 NSS Ix6 CEDAR SIDING 1 1 /211 = II II TYP WALL 0ON5TR. -SEE WALL SECTIONS 5HT A601 BACKER ROD 4 SEALANT SELF - ADHERING SHEET - WATERPROOFING AT PERIMETER OF OPNG 2x6 R5 CEDAR TRIM SEALANT ALUM -CLAD WD WINDOW PROVIDE NEW WD TRIM TO MATCH EXIST WD JAMB EXTENSION ,,.JA��E3 DETA�L 1 1 / 11 11 ii ALUM -GLAD WD WINDO SEALANT 2x6 R5 CEDAR TRIM SELF - ADHERING SHEET WATERPROOFING AT PERIMETER OF OPNG BACKER ROD 4 SE PRE -FIN ALUM DRIP FLA5HIN6r® Ix6 CEDAR SIDING JAMB EXTENSION PROVIDE NEW WD TRIM TO MATCH EXIST TYP WALL CONSTR -SEE WALL SECTIONS 5HT A601 i =T7 architects PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 - 476-0077 C 2009 7'D achitecti Ix. All rights reserved 1 53VE MAR I, 2010 -OUT TO BID A MAR 4, 2010 -OWNER REVISIONS a MAY 24, 2010 -DECK PRICING JUL I, 2010 j - RE - BID AU6 23, 2010 4 -BLDG PERMIT ELEV EXTERIOR .i► m ! IW - A50 BEST ELE\/A 1 11 - (o11 FINISH 5 ROOD[ NAME FLOOR NALLS SASE L L(3 HT REMAR<5 ENTRY TILE PAINT TILE PAINT 8' - 0" FLOOR TO MATCH EXIST BEDROOM #1 CARPET PAINT WOOD PAINT 8' -0" KITCHEN WOOD PAINT WOOD PAINT 1' -3" MASTER BEDROOM CARPET PAINT WOOD NOOD VARIES- VAULTED WOOD GLG TO MATCH EXIST ADJACENT BEDROOM #2 CARPET PAINT WOOD PAINT 8' -0" MATCH EXIST BEDRM #2 FINISHES LIVING ROOM CARPET PAINT WOOD WOOD VARIE5- VAULTED MATCH EXIST LIVING ROOM FINISHES 5 I. DRYWALL TO HAVE RADIUS CORNERS AND HAND - TROWELED FINISH TO MATCH EXIST 2. PAINT TO BE PRIMER PLUS TWO COATS- SHERWIN WILLIAM5 LATEX OR EQUAL -COLOR TO BE SELECTED 3. PROVIDE MOISTURE RESISTANT DRYWALL IN ALL "NEV AREAS AND AS SCHEDULED 4. WOOD BASE TO BE WOOD TO MATCH EXIST 111 11111 im r:► .�► .: KOHLER PLUMBING FIXTURES SPECIFIED. ALL FIXTURES TO BE VIBRANT BRUSHED NICKEL KITCHEN I. KITCHEN SINK: #K -5356 'UNDERTONE' wl #K -647 'SIMPLIGE' PULL -DOWN FAUCET APPLIANCES TO BE GENERAL ELECTRIC wl STAINLESS STEEL FINISH UNLESS NOTED T OTHERWISE KITCHEN: I. REFRIGERATOR: #PTS 225H555 2. DOWNDRAFT GOOKTOP: PP Ci8gSN55 3. BUILT - IN OVEN: #JTP 305PS5 4. DISHWASHER: PDW 1880 L55 5. DISPOSAL : GFG 720 F 6. BUILT -IN MICROWAVE: P55 1001 NSS Ix6 CEDAR SIDING 1 1 /211 = II II TYP WALL 0ON5TR. -SEE WALL SECTIONS 5HT A601 BACKER ROD 4 SEALANT SELF - ADHERING SHEET - WATERPROOFING AT PERIMETER OF OPNG 2x6 R5 CEDAR TRIM SEALANT ALUM -CLAD WD WINDOW PROVIDE NEW WD TRIM TO MATCH EXIST WD JAMB EXTENSION ,,.JA��E3 DETA�L 1 1 / 11 11 ii ALUM -GLAD WD WINDO SEALANT 2x6 R5 CEDAR TRIM SELF - ADHERING SHEET WATERPROOFING AT PERIMETER OF OPNG BACKER ROD 4 SE PRE -FIN ALUM DRIP FLA5HIN6r® Ix6 CEDAR SIDING JAMB EXTENSION PROVIDE NEW WD TRIM TO MATCH EXIST TYP WALL CONSTR -SEE WALL SECTIONS 5HT A601 i =T7 architects PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 - 476-0077 C 2009 7'D achitecti Ix. All rights reserved 1 53VE MAR I, 2010 -OUT TO BID A MAR 4, 2010 -OWNER REVISIONS a MAY 24, 2010 -DECK PRICING JUL I, 2010 j - RE - BID AU6 23, 2010 4 -BLDG PERMIT ELEV EXTERIOR .i► m ! IW - A50 _7 architects rtttt• errs ittrrtttr tir rttittt PO Box 1492 tel: 970- 479 -7387 Vail, CO 81658 fax: 970 -476 -0077 0 2009 TrD =Ntects tre. All rights reserved A 5 S ELE\///AT( 1/411 = 1 { - o il FAI ki I. NEW Ix6 +l- Or SIDING TO MATCH EXI5T 2. EXIST CEDAR SIDING TO REMAIN- REFINISH TO MATCH EXIST 3. NEW ALUM -CLAD WINDOW - FINISH TO MATCH EXIST 4. NEW ALUM -GLAD WINDOW IN EXIST OPNG- FIN15H TO MATCH EXIST 5. REWORK EX51T OPNG AS REOD FOR NEW GONSTR 6. NEW ASPHALT SHINGLES -COLOR TO BE 5ELECTED- 3OO #/50 MIN - 1. NEW ENTRY SYSTEM W A SIDEL10HT5 -5EE WINDOW 50HEDULF THIS 5HT 8. 2x6 R5 CEDAR TRIM - PAINT TO MATCH EXIST- TYP ALL NEW WINDOWS 1. TIMBER BM -5EE 5TRUCT -PAINT TO MATCH WD TRIM 10. 2x6 R5 GEDAR TRIM - TYP EA SIDE OF CORNER II. LINE OF EXIST ROOF BEYOND 12. 2x RS CEDAR FASCIA TO MATCH EXIST 13. 6x6 R5 CEDAR POST- SEE 5TRUCT -PAINT TO MATCH WD TRIM 4. ALIiPM (5UTTFR AND D 15, EXIST WD FASCIA TO REMAIN 16, EXIST WD SNAKE ROOF TO REAMIN 1 EXIST DOOR BEYOND TO REMAIN Ia. NEW SOLID CORE EXTERIOR WD DOOR w1WD FRAME AND ENTRY HDWE -STAIN TO MATCH SIDING G 7 E N E F Z A L N c T E== 5 1. WINDOW HEAD HEIGHT5 TO BE -O" AFF UNLESS NOTED OTHERWISE 2. ALL NEW WOOD SIDING AND TRIM TO PAINTED TO MATCH EXIST E A T E L E \\\// A T (' N ISSUE MAR I, 2010 -OUT TO BID A MAR 4, 2010 -OWNER REVISIONS MAY 11, 2010 - DESIGN REVIEW -DECKS MAY 24, 2010 3 -DEGK PRIGING JUL I, 2010 -RE -B I D AUG 23, 2010 f 4 \ _BLDG PERMIT A 5 Z Lu Lu z- C) LLJ < Lu LL 0 O Z LU 5- ts) tu Z UA :2� kn U_ < -7 LL W UA V_ KZ is) z K U) EA < M ks) T -A �l is) z 1 N A is) I IL t _L v X X LU lu w T T UA X z (3 r (S) < T ks) u < ts) 0 I I- IL IL O X V 0 o � -A X Lu < Z fy L z qD ts) Z X —a ll lu IS) IL ?< <�C z Z z X In Q ILI mv UA T o < lu IL T ,S) _r IS) X z 2 > (A U) Z I I- IL IL O X E 5HT A501 1 14 j 7 - z C) X V O � -A X Lu < Z fy L z qD cSl Z X —a ll lu O IL ?< <�C z Z z X T < t- LU UA T < I- < lu U_ T ,S) _r IS) lu 01 z 2 > z K X (3 z E 5HT A501 1 14 j 7 - z C) X 154, @) 7- IL < — 7 z < X CA m v O � -A X Lu < Z fy L z qD cSl Z X —a ll lu O IL ?< <�C Q p ILI 6 X q) LU Z < < I- < uj U_ J D Z X LL z > z 154, @) 7- IL < — 7 z < X CA m Z'a �a 14 4 a. v O � -A X Lu < Z fy L z @) cSl Z X —a ll lu O IL Lu 0 z Z > z 0 X ILI 6 X q) LU Z < < I- < uj U_ J D Z X LL z q) z z Z'a �a 14 4 a. v FL lu al l -I li -A X Lu < Z fy L z IL K Z X —a ll lu O IL Lu 0 z Z > z 0 X t- X W Z 6 X C4 0) < �t' K Z'a �a 14 4 a. v FL lu al l -I li IL Lu < Z fy L IL -3 lu z X —a ll lu O IL < 0w z K z 6 X V 3: Z < < I- < uj kb J D Z ILI < LL z q) z z X < LL z < HA x 0 IC z < � Z O 4p U_ N Z'a �a 14 4 a. �Mzi NIA (nNZ: 1GIX2 H0 I VH IL , q X 1w v FL lu al l -I li IL Lu < Z fy L IL -3 lu z X —a ll lu �Mzi NIA (nNZ: 1GIX2 H0 I VH IL , q X 1w N NIA H;) IL 4. 4 j) X I all N ctilzA NI-4 nNZ: 15IX2 14O IVH v FL lu al l -I li lu Lu < Z fy IL IL K z IL -3 LU ju '13 U_ IL < 0w z z Oz z 6 X T �- 3: T < I- < uj < v f) -1 IL Y ILI < —A z X < LL N NIA H;) IL 4. 4 j) X I all N ctilzA NI-4 nNZ: 15IX2 14O IVH FL lu al l -I li 0 Lu < Z fy IL IL K z IL -3 LU ju '13 U_ IL < 0w ul X X z ILI lu X1 NI=4 0NZZl-1pIX9 H I IL N N LU Sm lu U_ U) IL lb IL z z LL 7 Lu C3 FU T IL z z K T V kb kb z z t- z IL z < OL Z K i LU Z:z 0) r — I T -A ui IIA < X IL Cj lu X U_ U_ z _j < Q -A T o T q < K 0 E -A 0 1� 10 K lu z — (A :):r LU ko t- z IU ILI z > q) Z< Q LL QY K IU U_ U_ !D l3 z p M Xv T kD It Y ld I K J, v �t i, 5 . n 44 V 4. V X_ < 7 F tT f4f FEE 1 7 rA C3 A Z loll C) z �b z z Z T A IL ks) 1 (S) to is) I kf) Lt is) 0) Z CD J) ttl < IS) < CI) z 0 z U_ V < z < < Q) v lu < K p v I) w X 7 7- K Iu q) K 0) LU < LU X ot < z z o O U 1z A IL K M -6 IL z p - < v F < C) X N q) m N U) N D_ K M t K QL (A IL 0 IN I N FL lu U_ K 0 Lu < Z fy IL IL K z K LU ju K C3 Lu Q < 0w i O ; 'L V ^fp K _ o L�G v Rio' IL ii �o \S) architects ... 0............ PO Box 1492 tel: 970-479-7387 Vail, CO 81658 fax: 970-476-0077 0 2009 TW =Meats, Inc. Aii ugtrts reserved 155UE: MAR 1, 2010 -OUT TO BID Jul 1, 2010 - RE - BID AU6 2B, 2010 -BLD& PERMIT LU 0 Z 1q- LU kf) LU # 4_1 C� LLJ 0 —A LL ILU < LL x 0 � O ALL SECT IONS architects rrrrrrrrrrrrrrrr•rr rrr rrrrrr• PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 -476 -0077 10 2009 7'iD Q: mect& Irc. All rigbts rm vcd ISSUE: MAR 1, 2010 -OUT TO BID a MAR 5, 2010 -ONNER REVISIONS JUI_ 1, 2010 -RE -BID Z AU6 25, 2010 -BLDG PERMIT f f c f f I S f C EX 2nd FLR 2x RS CEDAR FA50IA- MATOH EXIST Ix CEDAR SOFFIT 6x12 RS WD BEAM - SEE 5TRUCT 2x6 R5 CEDAR TRIM SLOPE GRADE Y4 " /FT FROM GONG SLAB EX 2nd FLR OOMPAOTED 5 Y2" F 1 BERGLA55 BATT INSUL -R III FAI EXIST WD FEAME WALL CON5TR 1 y2" LVL WD BEAM - SEE 5TRUCT EX15T WD FRAME FLOOR CON5TR NEW &YP BD CLO TO BE FLUSH w/ EXIST TOP OF GONG TO BE FLUSH vq/ TOP OF EXISTPLYWD SUB -FLOOR EXIST WD FRAME FLOOR CON5TR EXIST GMU FDN WALL SECTIONS A L L E C; T I N A 6 (" ---, 2 Q m m T Ti, HEN ELEV N TH < T� �-- H 4: 50�',�10 U H < � /,'� E N E L E F,G3% Lam. 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PRE -FIN ALUM DRIP FLASHING 2x6 RS CEDAR FASCIA PRE -FIN ALUM COUNTER FLASHING 24" SELF- ADHEREING SHEET WATERPROOFING -12" UP WALL -12" ALONG EXIST ROOF PATCH EXIST WD SHAKE ROOF WATERTIGHT r /a" TYPE 'X' 6YP BD Ix6 BE\/EL ED6E CEDAR GLCG TO MATCH EXIST I 603 EXIST TIMBER FRAME ROOF CONSTR NEW RS C71U - LAM BM- SEE STRUCT DETAIL- 5/4 11 = 1 1 11 5 /4" PLYWD SUB -FLOOR - 2x10 WD FLOOR JOISTS Z� 2 &O EXIST 5rd FLR 1= RAMINS -PATCH TO MATCH EXIST AS R.EOD FOR NEW CONSTR F LO 0 R E TA � L 5 /411 11 — 11 i architects •f iffilif •f iiii•••fff •f f•iif• PO Box 1492 tel: 970.479 -7387 Vail, CO 81658 fax: 970 - 476 -0077 0 2009 TtD wclitectx im, AU rights reserved 155UE MAR I, 2010 -OUT TO BID MAR 4, 2010 -OWNER REVISIONS JUL 1, 2010 -RE -B I D `I AUG 23, 2010 -BLDG PERMIT LLI c� 16" OG RAISED FLR 0 Z Lu lu w p � EX 3rd FLR W 3" SOUND BATT INSUL TYPE 'X' GYP BD GL( LLJ 3" SOUND BATT IN5UL- 0 2x4 WD STUDS @ 16" 00 Z� 2 &O EXIST 5rd FLR 1= RAMINS -PATCH TO MATCH EXIST AS R.EOD FOR NEW CONSTR F LO 0 R E TA � L 5 /411 11 — 11 i architects •f iffilif •f iiii•••fff •f f•iif• PO Box 1492 tel: 970.479 -7387 Vail, CO 81658 fax: 970 - 476 -0077 0 2009 TtD wclitectx im, AU rights reserved 155UE MAR I, 2010 -OUT TO BID MAR 4, 2010 -OWNER REVISIONS JUL 1, 2010 -RE -B I D `I AUG 23, 2010 -BLDG PERMIT LLI 0 Z Lu lu w p � LLJ 0 � � O IL __ Lu LL ly O ),4 in t io �I q �r m T H < T �I= -PSI E1. E',,,'" 4" COMP GRAN FILL TREATED 2x4 LEDSER ATTACHED TO EXIST FRAMINS COMPACTED SUB -GRADE TOP OF GONG TO BE FLUSH W TOP OF EXISTPLYWD SUB -FLOOR EXIST WD FRAME FLOOR EXIST CMU FDN WALL \ FLc,)c, DET 605) 5/4 = 1 1 - o il c A605 architects .... .............• � PO Box 1492 tel- 970-479-7387 VA CO 81658 fax: 970-476-0077 0 2009 TO =tmccts, im. AU rights reserved � 1 6�� 1 X Z A tj) z � < < X X Lu w ■ 0) _vz 0 lu C� 4 °J i�u s�� —A A ISSUE: MAR 1, 2010 -OUT TO atp Z� MAR 4, 2010 -OWNER REVISIONS A MAY 24, 2010 -DE6K FRIGIN& JUL 1, 2010 -RE-51D A 4 AU6 25, 2010 -BLDG PERMIT � A (`=olll 4 mmmmw et FLc,)c,)R FLAN i I — 0 11 ALL MECHANICAL AND PLUMBING WORK SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS, RULES AND REGULATIONS AND THE 200"1 INTERNATIONAL CODES AS ADOPTED BY THE TOWN OF VAIL 5. DUCTWORK: PROVIDE DUCTWORK -SIZES AS REOD —FOR DOWN —DRAFT GOOK TOP TO EXTERIOR, B. PLUMBING A. HEATING SYSTEM I. PROVIDE SUBMITTALS AND COMPLETE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL, INCLUDING ALL REQUIRED INFORMATION FOR A COMPLETE AND WORKING IN -FLOOR RADIANT HEATING SYSTEM AND ELECTRIC 5ASE50ARD5 AS INDICATED ON THE DRAWIN65 2. INCLUDE THE FOLLOWING INFORMATION: a. BUILDING HEAT /LOSS CALCULATIONS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION b. HEAT TRANSFER PIPING LAYOUTS AND 5PECIFICATION5 INCLUDING TUBING LAYOUT AND 5PAC I NG c. UNITE SIZES, MODEL NUMBERS AND MANUFACTURER FOR BOILERS c. THERMOSTAT SUBMITTALS, SPECIFICATIONS AND LOCATIONS d. ANY AND ALL OTHER PERTINENT INFORMATION PROVIDE COMPLETE SUBMITTAL INFORMATION AND OBTAIN ARCHITECT'S APPROVAL PRIOR TO START OF ANY WORK, 5. CONTROLS: PROVIDE ALL NECESSARY CONTROLS FOR A COMPLETE AND OPERATING SYSTEM 4. ZONES: LOCATE THERMOSTATS ON INTERIOR WALL5. ,PROVIDE HEATING ZONES FOR EACH FLOOR AND DRIVEWAY AS INDICATED ON DRAWINGS. PROVIDE WATER HEATER ZONE. VERIFY LOCATIONS WITH ARCHITECT PRIOR TO START OF WORK. 1. PROVIDE SUBMITTALS FOR ALL PLUMBING WORK AS OUTLINED BELOW 2. DOMESTIC GOLD WATER PIPING: COPPER PIPING THROUGHOUT. PROVIDE PLUMBING RISER DIAGRAMS FOR APPROVAL. INSULATE GOLD WATER LINES WITHIN 5" OF HEAT PIPING. 3. DOMESTIC HOT WATER PIPING: COPPER PIPING THROUGHOUT. PROVIDE PLUMBING R15ER DIAGRAM5 FOR APPROVAL. PROVIDE Y2" ARMAFLEX INSULATION ON ALL HOT WATER LINES. 4. SANITARY SEWER: AS REQUIRED BY LOCAL SEWER COMPANY. TAP FEES TO BE PAID BY OWNER. CONNECT HOUSE SEWER TO EXISTING MUNICIPAL SYSTEM. PATCH AND REPAIR ALL SURFACES AS READ. PROVIDE 50HEDULE 40 PVG SANITARY SEWER LINE w/ GLEAN OUTS AT EXTERIOR AS READ BY ALL AUTHORITIES HAVING JURISDICTION. 5. PLUMBING FIXTURES AND TRIM: AS INDICATED ON DRAWINGS 2nd FL00 FLAN, 4 f_"LAN Y 4 II = 1 I i — II I Y I S I O 1 6 L CST I (f AL I ELECT ►CAL 5 "r M50LS + I IOV. OUADRAPLEX RECEPTACLE DOORBELL "1 TELEPHONE JACK QM IIOV. DUPLEX RECEPTACLE 4 CABLE TELEVISION CEILING MOUNTED INGANDESGANT =Fi A GROUND FAULT INTERRUPTING RECEPTACLE 1. INSTAL OF ALL ELECTRICAL WORK SHALL +PC GLG MTD INGANDESGANT W/ PULL CHAIN 220 VOLT RECEPTACLE COMPLY WITH ALL LOCAL CODES, RULES AND WALL MOUNTED INGANDESGANT 270 REGULATIONS AND THE NATIONAL ELECTRICAL CODE, CURRENT EDITION AS ADOPTED BY THE pc WALL MOUNTED INGANDESGANT vd /PHOTOCEL, GROUND FAULT INTERRUPTING $ TOWN OF VAIL. INSTALL TELEPHONE AND CABLE TV ® RECESSED INGANDESGANT -IC RATED WATER PROOF RECEPTACLE PER RESPECTIVE COMPANIES' REOUIREMENT5. =qn,= SPLIT WIRED RECEPTACLE ® RECESSED DIRECTIONAL INGANDESCANT FLR 2. PRIOR "'0 THE START OF ANY WORK, THE � FLOOR RECEPTACLE /VERIFY FINAL LOCATION ELECTRICAL CONTRACTOR SHALL PROVIDE 4 EXHAUST FAN -VENT TO EXTERIOR OVERHEAR DOOR OPENER /RECEPTACLE ELECTRICAL LOAD CALCULATIONS, INCLUDING FLOOD LIGHT W/ MOTION 5EN50R SERVICE ONE -LINE D{AGRAM FOR APPROVAL, THE 5WITCH ELECTRICAL CONTRACTOR SHALL PROVIDE PANEL (.}Sp BATTERY PWERED SMOKE ALARM PER THREE -WAY 5WITCH SCHEDULES, EQUIPMENT INFORMATION, AND 200q IRC 8314.4 EXCEPTION #2 COMPLETE SUBMITTALS, INCLUDING LIGHTING, WITHIN �4 FOUR -WAY 5WITCH 30 DAYS OF THE START OF WORK. (QG0 CARBON MONOXIDE ALARM fo SWITCH W/ DIMMER 3. THE ELECTRICAL CONTRACTOR SHALL PAY THE ELECTRICAL PERMIT FEE AND ANY OTHER REOD FEES AND PERMITS, PROVIDE COPPER CIRCUIT WIRING THROUGHOUT. 4. PROVIDE OUTLETS, SWITCHES AND PLATE COVERS THROUGHOUT THE PROJECT —COLOR TO MATCH ADJACENT SURFACE. PROVIDE "DECORA" 5WITCHES WITH INTEGRAL DIMMING CONTROL AS INDICATED. PROVIDE NEW LAMPS FOR ALL LIGHT FIXTURES, PROVIDE CUT SHEETS AND DETAILED SUBMITTALS FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS, ALL FIXTURES TO BE U.L. LISTED. > —c UNDER - CABINET COUNTER -TOP LIGHTING PADDLE FAN 2'x4' FLUORESCENT I I I'x4' FLUORESCENT fML7 MOTION DETECTOR �, GARBAGE DISPOSAL D DOORBELL "1 TELEPHONE JACK QM DEDICATED PHONE LINE 4 CABLE TELEVISION 5. SMOKE DETECTORS SHALL BE INSTALLED AS 5HOWN AND /OR IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT. DETECTORS SHALL BE WIRED INTO THE BUILDING ELECTRICAL SYSTEM, INTERCONNECTED AND WITH BATTERY BACK -UP. TIE INTO FIRE ALARM SYSTEM AS REQUIRED. 2' FLUORESCENT CLOCK TYPE OUTLET a JUNCTION BOX - DIRECT WIRED FIXTURE /APPLIANCE Q THERMOSTAT EBB ELECTRIC BASE BOARD w architects PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 - 476 -0077 C 2009 7 cmHfacts Im All rigbts reserved 1 55LE : MAR I, 2010 -OUT TO BID MAR 4, 2010 -OWNER REVISIONS MAY 24, 2010 -OWNER REVISIONS JUL 1, 2010 -RE -BID AUG 23, 2010 4 -BLDG PERMIT Lu Lu �T LL -� 0 j �> w MM and L PLANS GONG SLAB -ON- GRADE -STEP 'WARMFLOOR', NU -HEAT OR EQUAL 2x4 CONT KEY DISCONTINUE W.W.F. @ JOINT �Mww CON JOINT 1 1 2 "O x "3' -0" SMOOTH DOWEL c� 3'-0" O.C. N COAT ONE END TO PREVENT BOND DISCONTINUE W.W.F. 0 JOINT 11 I 1 11 1 • rf 1/ X - --x -x x- -- -x -x SAWCUT OR PREFORMED �ONTROL JOINT SAW BETWEEN 4 TO 12 HOURS AFTER POUR) A LAB-ON-GRADE JOINT DTI so. 1 j NO SCALE 5 NOTES: 1. CORNER BAR SIZE TO MATCH PRIMARY HORIZ REINF. CORNE BAR R MWIF N SCALE STUD WALL T.O. R O in STUD WALL .. •..0 (ING STUD EA SIDE u1ULTIPLE STUD POST RE: PLAN I 1. GENERAL A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL WATER/ PORTION OF THE WORK. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL CEMENT DRAWINGS. D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH AIR ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. 2. GOVERNING BUILDING CODE: IBC 2009 3. LIVE LOADS USED IN DESIGN A. WIND PRESSURE PER IBC 2009 (1) 1. BASIC WIND SPEED (3 SEC GUST) ................... 90 MPH 2. WIND EXPOSURE CATEGORY ............................... C RATIO 3. WIND DIRECTIONALITY FACTOR, Kd .....................0.85 IN 4. WIND TOPOGRAPHIC FACTOR, Kzt ........................1.0 FOOTINGS 5. WIND IMPORTANCE FACTOR, Iw ......................... 1.0 B. ROOF 3 -5 1. GROUND SNOW LOAD, Pg ........................... 143 PSF 1 0 -2 2. SNOW EXPOSURE FACTOR, Ce ........................... 1.0 3000 3. SNOW THERMAL FACTOR, Ct .... ........................1.0 0.58 4. SNOW IMPORTANCE FACTOR, Is ............... ........ 1.0 1 5. MINIMUM FLAT ROOF SNOW LOAD,; Pf.. 100 PSF NOT REDUCED INTERIOR FLATWORK 6. MINIMUM SLOPED ROOF SNOW LOAD, PS. 80 PSF NOT REDUCED 5.5 7. ROOF LIVE LOAD ( NON - SNOW) ....................... 20 PSF 2 -4 8.) ROOF TOP OR SUSPENDED EQUIPMENT ............... AS NOTED C. RESIDENTIAL ........... ............................... 40 PSF 4. DISCOVERY AND FIELD VERIFICATION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING 2 -4 CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH 5 -7 PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE 3000 WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND /OR SUPPORT OF 0.58 EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR 0.75 DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDINGS) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF'. '_ I`. K. 5. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE.. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL EMPLOY A ?COMPETENT PERSON? AS DEFINED IN OSHA REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL EMPLOY A ?QUALIFIED PERSON? AS DEFINED IN OSHA REGULATIONS TO SPECIFY THE RESOLUTION OF SAFETY ISSUES. E. THE CONTRACTOR SHALL EMPLOY A QUALIFIED PROFESSIONAL SHORING SUBCONTRACTOR TO DESIGN AND SUPPLY SHORING SYSTEMS. SUBMIT PROPOSED SHORING PLAN ALONG WITH SHORING DESIGN CALCULATIONS PREPARED BY AND BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO FOR REVIEW BY STRUCTURAL ENGINEER. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 6. SUBMITTALS A. FURNISH TWO PRINT OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. C. GENERAL AND SUB - CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. 7. SPECIAL INSPECTIONS A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: 1.) 1704.7 SOIL CONDITIONS 8. FOUNDATIONS - FOOTINGS A. A SOILS INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT. 1.) THE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO INSPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS, 2.) THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT THE SAFE BEARING CAPACITY OF THE BEARING MATERIALS MEETS OR EXCEEDS THE ASSUMED TOTAL LOAD ALLOWABLE BEARING PRESSURE USED IN DESIGN AS STATED BELOW. 3.) THE GEOTECHNICAL ENGINEER SHALL PREPARE WRITTEN SPECIFICATIONS FOR SUITABLE BACKFILL MATERIALS AND PERFORM COMPACTION TESTS ON APPROVED BACKFILL PLACED AGAINST FOUNDATION WALLS, BELOW SLABS -ON -GRADE AND BELOW' FOUNDATIONS. B. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 INCHES BELOW ADJACENT FINAL GRADE. C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS UNTIL BRACING FLOORS ARE IN PLACE, OR OTHER ADEQUATE BRACING IS INSTALLED. D. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE WITH NON - EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. E. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN:.. 1,500 PSF 9. SLAB -ON -GRADE A. THE SLAB -ON -GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF MOVEMENT. THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON -GRADE SHALL BE IN STRICT ACCORDANCE WITH THE SOILS ENGINEER ?S RECOMMENDATIONS; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB -ON -GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING, AND OTHER ITEMS MAY BE REQUIRED; REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB -ON- GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 10. CONCRETE A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: NOTES: 1. TOTAL AIR CONTENT PERCENTAGE RANGE, CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES, B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -11 CEMENT. C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCEMENT PROTECTION 1. CONCRETE PLACED AGAINST EARTH ....................... 3" 2. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER ........................ 1 -1/2" b. BARS #6 AND LARGER ............................. 2" E. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. F. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL ", PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. H. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. I. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCING STEEL. J. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. K. SLABS, BEAMS AND JOISTS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. L. ENSURE HORIZONTAL CONTINUITY IN WALLS AND FOOTINGS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER. M. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. 11. STRUCTURAL STEEL A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. C. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. D. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC. E. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. 12. TIMBER A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION. B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 %. C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR - LARCH; ALL ELSE: HEM -FIR IN THE FOLLOWING GRADES: 1. GENERAL FRAMING: STANDARD AND BETTER OR STUD. 2. STUDS: STUD OR BETTER 3.) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 4. BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER. D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH - TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE- CROSSED WOOD BRACING, OR WITH SOLID BRIDGING 2" THICK BY DEPTH OF JOIST. END NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS- BRIDGING. SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT SUPPORTS. E. STUD WALLS: 1.) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR ON THE DRAWINGS. 2.) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. 3. SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1:3 PORTLAND CEMENT -SAND GROUT FOR FULL BEARING. 4.) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. 5.) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: a. 2 STUDS AT OPENINGS LESS THAN 5' -0" WIDE b. 3 STUDS AT OPENINGS BETWEEN 5' -0" AND 8' -0" WIDE C. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 6.) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 7.) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT USING NO LESS THAN TWO ROWS OF 16d AT 12" O.C. G. COMPLY WITH MINIMUM STANDARDS F6R FRAMING CONNECTIONS AS SET FORTH IN IBC TABLE NO. 2304. 9. 1 AND AS DETAILED. H. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): 1.) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE LENGTH OF THE MEMBER. 2.) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PREPARED BY ICBO. 3.) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: a. FLEXURAL TENSION OR COMPRESSION.......... 2600 PSI b. HORIZONTAL SHEAR .......................... 285 PSI C. COMPRESSION PARALLEL TO GRAIN............ 2460 PSI d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI e. MODULUS OF ELASTICITY ............... 1,800,000 PSI 1. BUILT -UP LVL AND PSL MEMBERS: CONNECT MULTIPLE MEMBERS USING 2 ROWS OF 1/2" DIAMETER THRU BOLTS SPACED AT 12" O.C. BOLT HOLES SHALL BE 1/2" IN DIAMETER AND LOCATED 2" FROM THE TOP AND BOTTOM OF THE MEMBERS. STAGGER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT EACH END OF MEMBERS. J. GLUED LAMINATED TIMBERS (GLULAM): 1.) GLULAM MEMBERS SHALL BE MANUFACTURED FROM VISUALLY GRADED DOUGLAS FIR -LARCH LUMBER. 2.) PROVIDE MEMBERS WITH ALLOWABLE STRESSES CONFORMING TO THE FOLLOWING COMBINATION SYMBOLS AS SPECIFIED IN TABLES 5A AND 5B OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION: a. SIMPLE SPAN BEAMS .......................... 24F -V4 3.) THE TOP OF SIMPLE SPAN BEAMS SHALL BE CLEARLY MARKED WITH THE WORD "TOP" ON THE WOOD AND THE WRAPPING. fl 4. REFER TO PLANS FOR REQUIRED CAMBER OF GLULAM MEMBERS. 5. REFER TO PROJECT SPECIFICATIONS FOR APPEARANCE OF GRADING OF GLULAM MEMBERS. 6.� ADHESIVE FOR GLULAM MEMBERS SHALL BE WATERPROOF. 7. GLULAM SUPPLIER SHALL MANUFACTURE MEMBERS IN ACCORDANCE WITH ANSI /AITC A190.1, LATEST EDITION. ALL MEMBERS SHALL BE MARKED WITH AN AITC QUALITY STAMP AND FURNISHED WITH AN AITC CERTIFICATE OF CONFORMANCE. K. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL. L. SOLID WEB I JOISTS: 1.) FLOOR AND ROOF JOISTS SHALL BE PRE - ENGINEERED SOLID WEB I JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC., TRUS- JOIST MCMILLAN CORP., OR APPROVED EQUIVALENT. RE: PLAN AND DETAILS FOR JOIST SPACING AND DEPTH. MEMBERS SHALL BE FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) LUMBER FLANGES PER CODE APPROVAL BY ICBO. SUPPLIERS SHALL FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, END BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES. THE CONTRACTOR IS NOT TO CUT, NOTCH OR OTHERWISE ALTER THE MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER AND THE SUPPLIER. M. SHEATHING: 1.) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @6 INCHES 0. C. AT ALL PANEL EDGES AND 10d @ 10 INCHES 0. C. AT INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH "TITS -BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE SHALL MEET APA AFG -01. 3.) ROOF SHEATHING: 5/8" THICK APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 4.) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSURE 1. ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 5.) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS. N. ALL TIMBER CONNECTORS SHALL BE "STRONG -TIE" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG -TIE CONNECTOR COMPANY. FOLLOW SUPPLIER'S INSTALLATION RECOMMENDATIONS. 0. DECKING: 1.) DECKING SHALL BE TONGUE AND GROOVE MADE FROM SOLID TIMBER OR GLUED LAMINATED TIMBER. INSTALLATION SHALL BE CONTROLLED RANDOM LAYUP. CONNECTIONS AND INSTALLATION PROCEDURES SHALL BE PER AITC 112, STANDARD FOR TONGUE - AND - GROOVE HEAVY TIMBER ROOF DECKING. MAXIMUM MOISTURE CONTENT FOR 2" DECKING SHALL BE 15 %, AND FOR 3 AND 4 INCH DECKING 19 %. P. LAG SCREWS: 1. CONFORM TO ANSI /ASME STANDARD B18.2.1-1981. 2. CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. 3.) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70% OF DIAMETER OF UNTHREADED SHANK. 4.) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 5.) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. aw architects .................0..0.0...0.. PO Box 1492 tel: 970479 -7387 Vail, CO 81658 fax: 970476 -0077 O 2010 7rD a m hkacu% All rights reserved ISSUE MAR 1,2010 - PRIC.IN& rAUG 25, 2G710 -BLDG PERMIT rpm ■ REI I STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970) 748 -0711 D RO PP ED WO OD B iR D WALL MINIMUM WATER/ MAX STRENGTH CEMENT SLUMP AGGR AIR USE PSI CONTENT CEMENT IN SIZE (1) SACKS /C.Y. RATIO IN FOOTINGS 3000 5.5 1 0.58 3 -5 1 1 0 -2 WALLS 3000 5.5 0.58 3 -5 1 5 -7 INTERIOR FLATWORK 3000 5.5 0.58 2 -4 0.75 0 -2 EXTERIOR FLATWORK 4000 6 0.48 2 -4 0.75 5 -7 ALL OTHERS NOT NOTED 3000 5.5 0.58 2 -4 0.75 4 -6 NOTES: 1. TOTAL AIR CONTENT PERCENTAGE RANGE, CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES, B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -11 CEMENT. C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCEMENT PROTECTION 1. CONCRETE PLACED AGAINST EARTH ....................... 3" 2. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER ........................ 1 -1/2" b. BARS #6 AND LARGER ............................. 2" E. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. F. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL ", PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. H. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. I. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCING STEEL. J. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. K. SLABS, BEAMS AND JOISTS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. L. ENSURE HORIZONTAL CONTINUITY IN WALLS AND FOOTINGS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER. M. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. 11. STRUCTURAL STEEL A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. C. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. D. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC. E. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. 12. TIMBER A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION. B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CONTENT OF 19 %. C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR - LARCH; ALL ELSE: HEM -FIR IN THE FOLLOWING GRADES: 1. GENERAL FRAMING: STANDARD AND BETTER OR STUD. 2. STUDS: STUD OR BETTER 3.) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 4. BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER. D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH - TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE- CROSSED WOOD BRACING, OR WITH SOLID BRIDGING 2" THICK BY DEPTH OF JOIST. END NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS- BRIDGING. SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT SUPPORTS. E. STUD WALLS: 1.) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR ON THE DRAWINGS. 2.) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. 3. SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1:3 PORTLAND CEMENT -SAND GROUT FOR FULL BEARING. 4.) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. 5.) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: a. 2 STUDS AT OPENINGS LESS THAN 5' -0" WIDE b. 3 STUDS AT OPENINGS BETWEEN 5' -0" AND 8' -0" WIDE C. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 6.) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 7.) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT USING NO LESS THAN TWO ROWS OF 16d AT 12" O.C. G. COMPLY WITH MINIMUM STANDARDS F6R FRAMING CONNECTIONS AS SET FORTH IN IBC TABLE NO. 2304. 9. 1 AND AS DETAILED. H. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): 1.) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE LENGTH OF THE MEMBER. 2.) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PREPARED BY ICBO. 3.) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: a. FLEXURAL TENSION OR COMPRESSION.......... 2600 PSI b. HORIZONTAL SHEAR .......................... 285 PSI C. COMPRESSION PARALLEL TO GRAIN............ 2460 PSI d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI e. MODULUS OF ELASTICITY ............... 1,800,000 PSI 1. BUILT -UP LVL AND PSL MEMBERS: CONNECT MULTIPLE MEMBERS USING 2 ROWS OF 1/2" DIAMETER THRU BOLTS SPACED AT 12" O.C. BOLT HOLES SHALL BE 1/2" IN DIAMETER AND LOCATED 2" FROM THE TOP AND BOTTOM OF THE MEMBERS. STAGGER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT EACH END OF MEMBERS. J. GLUED LAMINATED TIMBERS (GLULAM): 1.) GLULAM MEMBERS SHALL BE MANUFACTURED FROM VISUALLY GRADED DOUGLAS FIR -LARCH LUMBER. 2.) PROVIDE MEMBERS WITH ALLOWABLE STRESSES CONFORMING TO THE FOLLOWING COMBINATION SYMBOLS AS SPECIFIED IN TABLES 5A AND 5B OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION: a. SIMPLE SPAN BEAMS .......................... 24F -V4 3.) THE TOP OF SIMPLE SPAN BEAMS SHALL BE CLEARLY MARKED WITH THE WORD "TOP" ON THE WOOD AND THE WRAPPING. fl 4. REFER TO PLANS FOR REQUIRED CAMBER OF GLULAM MEMBERS. 5. REFER TO PROJECT SPECIFICATIONS FOR APPEARANCE OF GRADING OF GLULAM MEMBERS. 6.� ADHESIVE FOR GLULAM MEMBERS SHALL BE WATERPROOF. 7. GLULAM SUPPLIER SHALL MANUFACTURE MEMBERS IN ACCORDANCE WITH ANSI /AITC A190.1, LATEST EDITION. ALL MEMBERS SHALL BE MARKED WITH AN AITC QUALITY STAMP AND FURNISHED WITH AN AITC CERTIFICATE OF CONFORMANCE. K. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL. L. SOLID WEB I JOISTS: 1.) FLOOR AND ROOF JOISTS SHALL BE PRE - ENGINEERED SOLID WEB I JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC., TRUS- JOIST MCMILLAN CORP., OR APPROVED EQUIVALENT. RE: PLAN AND DETAILS FOR JOIST SPACING AND DEPTH. MEMBERS SHALL BE FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) LUMBER FLANGES PER CODE APPROVAL BY ICBO. SUPPLIERS SHALL FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, END BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES. THE CONTRACTOR IS NOT TO CUT, NOTCH OR OTHERWISE ALTER THE MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER AND THE SUPPLIER. M. SHEATHING: 1.) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @6 INCHES 0. C. AT ALL PANEL EDGES AND 10d @ 10 INCHES 0. C. AT INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH "TITS -BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE SHALL MEET APA AFG -01. 3.) ROOF SHEATHING: 5/8" THICK APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 4.) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSURE 1. ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF PANEL. 5.) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS. N. ALL TIMBER CONNECTORS SHALL BE "STRONG -TIE" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG -TIE CONNECTOR COMPANY. FOLLOW SUPPLIER'S INSTALLATION RECOMMENDATIONS. 0. DECKING: 1.) DECKING SHALL BE TONGUE AND GROOVE MADE FROM SOLID TIMBER OR GLUED LAMINATED TIMBER. INSTALLATION SHALL BE CONTROLLED RANDOM LAYUP. CONNECTIONS AND INSTALLATION PROCEDURES SHALL BE PER AITC 112, STANDARD FOR TONGUE - AND - GROOVE HEAVY TIMBER ROOF DECKING. MAXIMUM MOISTURE CONTENT FOR 2" DECKING SHALL BE 15 %, AND FOR 3 AND 4 INCH DECKING 19 %. P. LAG SCREWS: 1. CONFORM TO ANSI /ASME STANDARD B18.2.1-1981. 2. CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. 3.) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70% OF DIAMETER OF UNTHREADED SHANK. 4.) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 5.) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. aw architects .................0..0.0...0.. PO Box 1492 tel: 970479 -7387 Vail, CO 81658 fax: 970476 -0077 O 2010 7rD a m hkacu% All rights reserved ISSUE MAR 1,2010 - PRIC.IN& rAUG 25, 2G710 -BLDG PERMIT rpm ■ REI I STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970) 748 -0711 D RO PP ED WO OD B iR D WALL arc hite c is / 2>n @ 1e OCJ. 1 , // // // r/ -7 L-74)� LZ / Z PO. (E) LYWO / / / / / / / / / / / , / T.O. E)/ PLYW / / / // �/ // / / / / / / / // / / / / , kBE DERPINNING (E) FTG'S MAY / / / / / / / / / / /� g E REQUIRED TO ACHIEVE 2 r 55.1 OPER BEARING. VERIFY (E) / / / S5.1 / / / / / / (6)/9 LVty � G 4 WIDTH AND SOIL CAPACITY / / /- / / / / R / PRIOR TO UNDERMINING THE / / 3 / 3 CA) ��k. (_ ( f EXIST FOOTINGS. W.= 8417' - 01/21 / , / / r 1 B.Q. ,= 8414' -81 55.1 / / T.O.C. =8417 -8 / _ 1 I 4" SLAB -ON- GRADE '- J / 55.1 I.F. ( r . __ _ o o T= - / / / / K .O.W.8420' 3" ° / S5.1 2x10 DF#1 O.W. =8414' -8 / / / @ 24 O.C. I H f j 551 /// // 6x12 1 55.2 rDEMO 55.1 g J / `` A '/ / - 551 A (E) WALL & T.O.W.= 8421' -1" T.O.C.= 8417'- 81/2" S5.2 @ STORAGE CLOSET B.O.W. = 8414'-8 1 DOWEL NEW WALL & FTG TO T.O.F.= 8414' -8 j EXIST W/ (4) #5x2' -O" - TYP. FOUNDATION PLAN N 2nd FLOOR PLAN 1/4" _ 1' -O" 1/4" = 1' -0" FOUNDATION NOTES: FLOOR NOTES: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 1. DL = 20 PSF, Pf = 40 PSF 2. SLAB ON GRADE SHALL BE 4 INCH THICK NORMAL WEIGHT CONCRETE. 2. LIVE LOAD DEFLECTION = L /600 3. REINFORCE SLAB ON GRADE WITH W.W.F. 6x6/W2.102.1 FLAT SHEETS CENTERED IN 3. FLOOR SHEATHING SHALL BE 3/4" APA RATED SHEATHING. SLAB. 4. FLOOR JOISTS SHALL BE 2x10 DF#1 @ 16" Q.C., U.N.O. 4. LOCATE SLAB ON GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATE 5. WINDOW /DOOR HEADER BELOW INDICATED THUS ON PLAN. SEE APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 150 SQUARE FEET. LOCATE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. 6. ALL EXTERIOR WALLS SHALL BE 2x6 HF STUD @ 16" O.C. 5. FIELD VERIFY TOP OF EXISTING FLOOR ELEVATION. 6. CENTER ALL FOOTINGS UNDER COLUMNS OR WALLS. 7. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOIL. & A QUALIFIED GEOTECHNICAL ENGINEER SHALL INSPECT ALL FOUNDATION SUBGRADE PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS. 9. CONTRACTOR SHALL VERIFY AND MAINTAIN 48" F T DEPTH TO BOTTOM OF FOOTINGS. 10. SPREAD FOOTINGS INDICATED ON PLAN THUSLY: A T O C = XXX' -XX" 11. TOP OF CONCRETE SLAB ELEVATION INDICATED O LAN THUSLY: 0 - 12. TOP OF WALL ELEVATION INDICATED ON PLAN THUSLY: _ T.O,W. ° XXX' -X X" 11 BOTTOM OF WALL ELEVATION INDICATED ON PLAN THUSLY: � B.Q.W.= XXX' -X X" 14. STEP IN TOP OF WALL NOTED ON PLAN THUSLY: 15. STEP IN BOTTOM OF WALL (TOP OF FOOTING) NOTED ON PLAN THUSLY: NOTES: 1. CENTER SPREAD FOOTING ON COLUMN, GRADE BEAM, OR FOUNDATION WALL UNLESS NOTED OTHERWISE ON PLAN. 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER CLOSEST TO BOTTOM OF FOOTING. WALL HEADER AND JAMB SCHEDULE MARK HEADER HEADER do JAMB KEY REQUIRED At u # OF KING STUDS HEADER TRIMMER STUDS REQUIRED EXAMPLE: A32 = (3) 2x6 DF#2 HEADER RS W/ (3) TR AN D 0 (3) 26 DF#2 (B (3) 2x8 DF#2 C (3) 2x10 DF#2 D (3) 2x12 DF#2 (4) 1 "6 LVL ( 13 / "61/2" LVL F (3) 1 "x7 LVL (5) 1 LVL (3) 1 "x9 LVL H (3) 1 "x11 LVL NOTE: 1. BUILD OUT HEADERS TO A TOTAL WIDTH OF 3 1/2" OR 5 1/2" BY ADDING PLYWOOD SPACERS BETWEEN INDIVIDUAL MEMBERS. 2. FOR WALLS GREATER THAN 5 1/2" IN WIDTH, BOX HEADERS SHALL BE USED. FOR TOP & BOTTOM PLATE OF BOX, USE 2x WALL WIDTH. 3. ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL. A SPREAD FOOTING SCHEDULE B HEADER SCHEDULE S2.1 NO SCALE S2.1 NO SCALE OP TO / 7 Z T.O. IZI PLYWOOD 15" ABOVE EXIST. K C14 / S5.1 3rd FLOOR PLAN 1/4" = 1' -0" FLOOR NOTES: 1. DL = 20 PSF, Pf = 40 PSF 2. LIVE LOAD DEFLECTION = L /600 3. FLOOR SHEATHING SHALL BE 3 /4" APA RATED SHEATHING. 4. FLOOR JOISTS SHALL BE 2x10 DF#1 @ 16" O.C., U.N.O. 5. WINDOW /DOOR HEADER BELOW INDICATED THUS ON PLAN. SEE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. 6, ALL EXTERIOR WALLS SHALL BE 2x6 HF STUD @ 16" O.C. HEADER - RE: SCHEDULE FOR SIZE TRIMMER STUDS + KING(S) @ HEADER N RE: SCHEDULE OPENING WIDTH RE: ARCH POET SCHEDULE MARK SIZE MARK SIZE <�> (2) 26 DF#2 (3) 13/4 "x51/2" LVL < (3) 26 DF#2 (4) 1 "6 LVL <�> (4) 2x6 DF#2 (5) 1 LVL < (5) 26 DF#2 66 DF#1 O (2) 1 "x5 LVL 10 NOTES: 1. PROVIDE A MINIMUM OF (2) STUDS @ EACH BEAM SUPPORT k IF NO POST IS DESIGNATED. 2. CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED 3. BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITH THE FOLLOWING LIMITATIONS 3.1 HOLE DIAMETER < 25% x POST WIDTH @ DRILLED FACE. 3.2 CLEARANCE FROM EDGE OF HOLE TO EDGE OF POST > 1 ". 3.3 CLEAR DISTANCE BETWEEN IN -LINE HOLES > 2x DIAMETER OF LARGEST HOLE. 3.4 ONE HOLE MAX ACROSS POST (MULTIPLE HOLES ALONG POST OKAY IF THAY MEET THE REST OF THE REQUIREMENTS LISTED ABOVE). �4 0 BOTTOM OF POST POST CONTINUES TOP OF POST THRU FLOOR rC_" POST SCHEDULE 52.1 NO SCALE 7 - -,�-- / �c I WS5.2 � / / I / i i =-J L N ROOF i ROOF NOTES: 1. DL = 25 PSF, Pf = 80 PSF (6:12) 2. ROOF SHEATHING SHALL BE %" APA RATED 40/20. 3. ROOF RAFTERS SHALL BE 14" TJI -210 @ 16" O.C., U.N.O. 4. WINDOW /DOOR HEADER BELOW INDICATED THUS ON PLAN. SEE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. 5. ALL EXTERIOR WALLS SHALL BE 26 HF STUD @ 16" O.C. NOTES: CONNECTOR PATTERNS SHOWN ARE FOR GANGED STUDS SHEATHED ON AT LEAST ONE NARROW FACE OF THE MEMBER COMMON NAILS 1. FOR DIMENSIONAL LUMBER STUD PACKS, NAILING SHOWN IS FOR EACH PLY 2. PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD. 1 /2" TYP LU PO Box 1492 tel: 970479 -7387 Vail, CO 81658 fax: 970476 -0077 ,c> 2010 TrD amhao L% bc. All rights reserved 5 5 UE : MAR 1, 2010 - PRI AU& 23, 2017 -BLDG PERMIT re j REI I STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970)748 -0711 52. / / J / i i =-J L N ROOF i ROOF NOTES: 1. DL = 25 PSF, Pf = 80 PSF (6:12) 2. ROOF SHEATHING SHALL BE %" APA RATED 40/20. 3. ROOF RAFTERS SHALL BE 14" TJI -210 @ 16" O.C., U.N.O. 4. WINDOW /DOOR HEADER BELOW INDICATED THUS ON PLAN. SEE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. 5. ALL EXTERIOR WALLS SHALL BE 26 HF STUD @ 16" O.C. NOTES: CONNECTOR PATTERNS SHOWN ARE FOR GANGED STUDS SHEATHED ON AT LEAST ONE NARROW FACE OF THE MEMBER COMMON NAILS 1. FOR DIMENSIONAL LUMBER STUD PACKS, NAILING SHOWN IS FOR EACH PLY 2. PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD. 1 /2" TYP LU PO Box 1492 tel: 970479 -7387 Vail, CO 81658 fax: 970476 -0077 ,c> 2010 TrD amhao L% bc. All rights reserved 5 5 UE : MAR 1, 2010 - PRI AU& 23, 2017 -BLDG PERMIT re j REI I STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970)748 -0711 52. T � i i ill •i (E) FLR JOIST - RE: PLAN INSTALL FULL DEPTH BLOCKING @ 48" O.C. IF NOT ALREADY PRESENT (E) BASEMENT WALL APA -RATED FLR SHEATHING 2x BLOCKING @ 48" O.C. 2x FLR JOIST - RE: PLAN I I' STACK 2x PLATES BELOW FLOOR JOIST T.O. (E) PLYWOOD V.I.F. 1,A, (E) FLR JOIST INSTALL FULL DEPTH BLOCKING I I @ 24" O.C. IF NOT ALREADY PRESENT (E) STUD WALL j TO BE REMOVED �i F FLR JC 55.1 3/4 ` 1' -0" r FLOOR STEP K FLR JOIST @ 55.1 3/4 - 1, -0" 55.1 3/4" = 1' - 0" 'ANSION MATERIAL LAB -ON -GRADE FOR ADDITIONAL INFORMATION RE: A/55.01 T.O.W. RE: PLAN @ 24" O.C. i r. v ' WALL W/ 2" O.C. VERT 2" Q.C. HORIZ DOWELS @ VERTS _EG DIRECTION FG W/ (2) #5 co 'i i 1 1 CONC WALL @ EA END OF OPNG N REINF W/ (2) #4x n OR x r r 55,1 J 3/4" _ 1 ' -0 ., (E) STUD WALL TO BE REMOVED I I I SLAB ON GRADE RE: PLAN c 10 WALL B. @ 48" O.C. MAX 1TED R TOP %PA -RATED FLR SHEATHING FLR JOIST N RE: PLAN r •' -RATED FLR SHEATHING JOIST - RE: PLAN T.O. PLYWO MATCH (E) ' PSON LUS28 0 LEDGER W/ (5) #120" SCREWS BRG WALL [� ► ' 9 =1011210 1 111 1 4 1 I i i l PEDESTAL W /(4) #4 VERT _S @ 12" SIZE & RE: SCHED APA -RATED FLR SHEATHING FLR JOIST N RE: PLAN BLOCKING @ 48" O.C. MAX 2x STUD WALL RE: PLAN I;1II APA -RATED FLR SHEATHING -FLR JOIST N RE: PLAN T.O. P LYWOOD MATCH (E) Y 2x10 BLOCKING @ 48" O.C. �--- 200 LEDGER W/ (3) #120" SCREWS @ 12" O.C. - -(E) STUD WALL TO BE REMOVED ��1016Z 1 r► D NEW FI 55.1 3/4" = 1' -0" N FLR JC 55.1 3/4" - 1' -0" 6x ENTRY BEAM — RE: PLAN SIMPSON HGLTV5.59 ® � i 10 aiP►Qeldl►7 I WALL 0" DOWELS @ 24" O.C. e "0 HOLE IN (E) CONC & 3 7 ROUT W/ HILTI HIT HY150 APA -RATED ROOF SHEATHING 2x10 LEDGER W/ (3) #12x4" SCREWS @ EA. STUD APA -RATED FLR SHEATHING 2x FLR JOIST - RE: PLAN SIMPSON LUS28 iii i ' • , A FLOOR JOISTS BEYOND 2x PLATE W/ (2) ROWS 0.145 P.A.F. 0 12 O.C. W8 M RE: PLAN ' -- SIMPSON HGLTV5.59 j LVL BEAM - RE: PLAN lq —I- (E) STUD WALL TO BE REMOVED AFTER INSTALLATION OF STEEL BEAM M - D architects ............................. PO Box 1492 tel: 970479 -7387 Vail, CO 81658 fax: 970- 476 -0077 :C 2010 Tit? amliitc to i— All rights reserved ISSUE: MAR I, 2010 - PRIDING AUG 23, 2010 -BLDG PERMIT ■ REI STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970) 748 -0711 W � C FFTG @ 6x POST 55.1 3/4„ = 1 -0" Fmd mummm 3/4" = 1' -0" LA SUBFASCIA RE: PLAN TJI RA FTER E: PLAN vnviwi rot iw 1�11 W/ BLOCKING SIMPSON H4 @ EA RAFTER STUD WALL & SHEATHING N RE: PLAN LADDE TYP RAKE L HT BLOCKING 'P SON H2.5 @ EA RAFTER I M RE: PLAN 3/4" = 1 ' - 0" LVL RIM JOIST 6x12 ROUGH -SAWN GLULAM RE: PLAN TJI RAFTER RE: PLAN `2) ( F 14 01 /AOLT' X -9" 5 &" W/ ( '/4 4 O x4" ( " 1 LAGS @ 2 GA. I 1 ROUGH -SAWN GLULAM BEAM RE: PLAN '-,!'-` (E) STUD WALL TO BE REMOVED AFTER INSTALLATION OF GLULAM BEAM low (E) STUD WALL 2x12 LEDGER W/ (5) #124" SCREWS 0 EA. STUD SIMPSON LSSU28 2x RAFTER N RE: PLAN RE: ARCH 12 ROOF SHEATHING --� 6 TJI RAFTER N RE: PLAN FULL HEIGHT BLOCKING T.01 N TYP SIMPSON VPA OR BEVEL CUT TOP It PLUS SIMPSON H2.5 ® EA RAFTER CONT SUBFASCIA STUD WALL & SHEATHING / N RE: PLAN ! ! ! ! LOW EAVE S5.2 3/4" = 1' - 0" RAFTER BRIG r ON WOOD RIE SJ5.2 3/4" = 1' -0" ims m n ummmom ROOF SHEATHING CONT SUBFASCIA m I'law-111 ( HIGH / I G H EAVE V5.2 3/4" f 4" = 1 � POST T.O.W. l O K' LIGHT BEAM POST 5.2 3/4" = 1' -0" N RE: PLAN TJI RAFTER N RE: PLAN FULL HEIGHT BLOCKING TYP SIMPSON VPA OR BEVEL CUT TOP it PLUS SIMPSON H2.5 @ EA RAFTER STUD WALL & SHEATHING N RE: PLAN 1110M ocAl.1 RE: PLAN ,CQ END COLUMN CAP N SDS SCREWS Jw a m hite c is PO Box 1492 tel: 970 - 479 -7387 Vail, CO 81658 fax: 970 - 476 -0077 fl 2010 TrD .. bke u hc. All rights reserved 155UE: MAR 1, 2410 - PRIGINr:7 AUG 23, 2014 -BLD(5 PERMIT REI f STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970) 748 -0711 Ruvr mr 1 CR — RG 1 (1114 architects ROOF SHEATHING FULL HT BLOCKING M TYP SIMPSON H2.5 EA RAFTER CONT SUBFASCIA V mm VnVINQI "I ,uv it-IN W/ BLOCKING SIMPSON H4 0 EA RAFTER STUD WALL & SHEATHING ti RE: PLAN i TOP FLANGE IE W/ (2) 1 / LAGS @ 3' D.C. r f[y MOM =IC ml® ml� r � r SIDE fEt /4x6xO' -11" W/ (2) 1 /2'0 THRU BOLTS BEARING IC / -6' BACK Itl / -11" 2 ( 3 j4" = 1' -0" I I TJI RAFTER N RE: PLAN 12 ROOF SHEATHING 6 (E) STUD WALL FULL HEIGHT BLOCKING 2x12 LEDGER W/ N TYP (5) #12x4' SCREWS TAIL 0 EA. STUD y SIMPSON VPA OR BEVEL CUT TOP IE PLUS SIMPSON H2.5 0 EA RAFTER CONT SUBFASCIA STUD WALL & SHEATHING N SIMPSON LSSU28 /// RE: PLAN 2x RAFTER N RE: PLAN / LA RIM JOIST 6x12 ROUGH -SAWN GLULAM RE: PLAN W j (3) 3 410 0' THRNOLTS (8) 3 / 4 "0 THRU -BOLTS LOVED WALL TO BE RR MOVED AFTER INSTALLATION OF GLULAM BEAM r C L EAV J5.2 3 /4" = 1' -0" G ON WC S.� ,3j4" = 1' -0" BLOCKING TJI RAFTERS N RE: PLAN WOOD BEAM N RE: PLAN Z1I726 08L 1 CONT SUBFASCIA tea. TAIL D NIGH SAVE U 3j4" — 1' -0" POST KH LIGHT BEAM POST S 3j4 _ 1'_0x, / FULL HEIGHT BLOCKING N TYP SIMPSON VPA OR BEVEL CUT TOP It PLUS SIMPSON H2.5 0 EA RAFTER STUD WALL & SHEATHING RE: PLAN wr%nn nrxiI , RE. PLAN "CQ END COLUMN CAP N SDS SCREWS PO Box 1492 tel: 970.479.7387 Vail, CO 81658 fax: 970 - 476 -0077 �D 2010 x'rD ommects, Esc. All rights reserved 155UE: MAR 1, 2010 — PRIGIN& AU& 23, 2010 —BLIP& PERMIT ■ REI ( STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81520 (070) 748 }0711 Lu tu O � Lu 0 LU tL -A o � m� � o 1 Y A- I °Po 13673 * r A >A U.S.F.S. C { a. c 1 UNIT # FOUND No. 5 REBAR S89'24'1 4 "E -- 534.12' (54.0') — WITH 1Y2" ALUMINUM CAP \ L.S. No. 9337 0 d' CURVE TABLE: CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 16 °38'00" 261.14' 75.81' 38.17' 75.54' N49'50'1 3 "W C2 30'51'14" 331.16' 178.33' 91.38' 176.18' N73 °34'51 "W C3 79 °40'32" 25.00' 34.77' 20.86` 1 32.03' 1 S49'1O'12 "E 228 T1f- . ,AI ..- 23 ✓'�� S89'41'46 "E -- 98.75' FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 9337 LOT 1, BLOCK 2, VAIL VILLAGE TWELFTH FILING (RECEPTION No. 163832) \ FOUND No. 5 REBAR 20 0 10 20 40 \ WITH 1Y ALUMINUM CAP L.S. No. 9337 { IN FEET ) 1 inch = 20 ft. IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR ASPEN GROVE CONSTRUCTION THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 11/09/10, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. P f DATE' `�` `�' Bf�EN�'�� f COLORA P.L.S. No. 27598 / FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. r• • Kj IM , , CE B OOTH TOWN OF VAIL EAGLE COUNTY, UNIT COLO DRAWN: JVK III REVIEWED: BB DA 111 /2/ PLC • ! • i i.• • UNIT #1O 1 WIT 90 GENERAL NOTES 1. DATE OF SURVEY: NOVEMBER 04, 2010. 2. PROJECT BENCHMARK: FINISHED FLOOR ELEVATION 8442.0' FOR UNIT #9 PER THE CONDOMINIUM MAP RECORDED AT RECEPTION No. 129445. 3. BASIS OF BEARING: THE LINE FORMED BETWEEN THE FOUND MONUMENTS MARKING THE NORTHWEST AND THE SOUTHEAST CORNER OF BOOTH FALLS MOUNTAIN HOMES BEING S48`12'21 "E A DISTANCE OF 436.84 FEET. 4. BUILDING TIES ARE INDICATED IN PARENTHESIS AND ARE RADIAL OR PERPENDICULAR TO PROPERTY LINES. 5. [XX.XX] INDICATES PLATTED DIMENSIONS. 6. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE BUILDING ADDITION TO UNIT #9. OTHER IMPROVEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 7. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO RESERVATIONS OR EXCEPTIONS CONTAINED IN U.S. PATENTS, OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, OF RECORD, RESERVING 1) RIGHTS OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM AND 2) RIGHTS OF WAY FOR DITCHES AND CANALS CONSTRUCTED UNDER THE AUTHORITY OF THE UNITED STATES, 8. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO PROTECTIVE COVENANTS OF VAIL VILLAGE, TWELFTH FILING RECORDED AUGUST 16, 1972 IN BOOK 225 AT PAGE 88 AS RECEPTION NO. 120854 AND AMENDMENT RECORDED SEPTEMBER 25, 1972 IN BOOK 225 AT PAGE 475 AS RECEPTION NO. 121250. 9. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO ALL MATTERS SHOWN ON THE PLAT OF VAIL VILLAGE TWELFTH FILING, RECORDED AUGUST 16, 1972 IN BOOK 225 AT PAGE 89 AS RECEPTION N0, 120855, 10. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO AMENDED AND RESTATED CONDOMINIUM DECLARATION FOR BOOTH FALLS MOUNTAIN HOMES RECORDED APRIL 25, 2003 AS RECEPTION NO. 831325 AND AMENDMENT RECORDED SEPTEMBER 1, 2004 AS RECEPTION NO. 889727. 11. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO ALL MATTERS SHOWN ON THE PLAT OF BOOTH FALLS MOUNTAIN HOMES, RECORDED FEBRUARY 26, 1974 IN BOOK 223 AT PAGE 551 AS RECEPTION NO. 129445 12, PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS —OF —WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY STEWART TITLE, ORDER No, 04035288, DATED OCTOBER 26, 2010, AT 5 :00 P.M.. 13, NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, PART OF LOT 1 (RECEPTION No. 129445) i i IM , , CE B OOTH TOWN OF VAIL EAGLE COUNTY, UNIT COLO DRAWN: JVK III REVIEWED: BB DA 111 /2/ PLC • ! • i i.• • UNIT #1O 1 WIT 90 GENERAL NOTES 1. DATE OF SURVEY: NOVEMBER 04, 2010. 2. PROJECT BENCHMARK: FINISHED FLOOR ELEVATION 8442.0' FOR UNIT #9 PER THE CONDOMINIUM MAP RECORDED AT RECEPTION No. 129445. 3. BASIS OF BEARING: THE LINE FORMED BETWEEN THE FOUND MONUMENTS MARKING THE NORTHWEST AND THE SOUTHEAST CORNER OF BOOTH FALLS MOUNTAIN HOMES BEING S48`12'21 "E A DISTANCE OF 436.84 FEET. 4. BUILDING TIES ARE INDICATED IN PARENTHESIS AND ARE RADIAL OR PERPENDICULAR TO PROPERTY LINES. 5. [XX.XX] INDICATES PLATTED DIMENSIONS. 6. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE BUILDING ADDITION TO UNIT #9. OTHER IMPROVEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 7. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO RESERVATIONS OR EXCEPTIONS CONTAINED IN U.S. PATENTS, OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, OF RECORD, RESERVING 1) RIGHTS OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM AND 2) RIGHTS OF WAY FOR DITCHES AND CANALS CONSTRUCTED UNDER THE AUTHORITY OF THE UNITED STATES, 8. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO PROTECTIVE COVENANTS OF VAIL VILLAGE, TWELFTH FILING RECORDED AUGUST 16, 1972 IN BOOK 225 AT PAGE 88 AS RECEPTION NO. 120854 AND AMENDMENT RECORDED SEPTEMBER 25, 1972 IN BOOK 225 AT PAGE 475 AS RECEPTION NO. 121250. 9. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO ALL MATTERS SHOWN ON THE PLAT OF VAIL VILLAGE TWELFTH FILING, RECORDED AUGUST 16, 1972 IN BOOK 225 AT PAGE 89 AS RECEPTION N0, 120855, 10. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO AMENDED AND RESTATED CONDOMINIUM DECLARATION FOR BOOTH FALLS MOUNTAIN HOMES RECORDED APRIL 25, 2003 AS RECEPTION NO. 831325 AND AMENDMENT RECORDED SEPTEMBER 1, 2004 AS RECEPTION NO. 889727. 11. BOOTH FALLS MOUNTAIN HOMES ARE SUBJECT TO ALL MATTERS SHOWN ON THE PLAT OF BOOTH FALLS MOUNTAIN HOMES, RECORDED FEBRUARY 26, 1974 IN BOOK 223 AT PAGE 551 AS RECEPTION NO. 129445 12, PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS —OF —WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY STEWART TITLE, ORDER No, 04035288, DATED OCTOBER 26, 2010, AT 5 :00 P.M.. 13, NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, PART OF LOT 1 (RECEPTION No. 129445)