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HomeMy WebLinkAboutB15-0225__T1.1_1436901600.pdf 0 X441 Z. ltrui1.1. +1 . NEW BUILDING _,0.. ., ienll POTATO PATCH CLUB , MAINTENANCE BUILDING 07114 15 950 RED SANDSTONE ROAD, VAIL, COLORADO 81657 VICTOR MARK DONALDSON MATERIAL SYMBOLS ABBREVI ATI ONS GENERAL NOTES: 61=SC IP I C4T IONS (CONT ' ): OWNER: ABV ABOVE LB POUND 00. IT IS A CONDITION OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR DUPONT TYVEK HOMEWRAP POTATO PATCH CLUB HOME OWNERS ASSOCIATION ATIONS: j��//��//��//��//�� EARTH MEM S(PLYWOOD/OSB) AFF ABOVE FINISHED FLOOR LT LIGHT HITH THEE ARGCOORDINATE 4 IHITEGTllRALNTEGRATE, I DOCUMENTS FOR A COMPLETESATISFACTORY NTO THE FINAL PROJECT, ALL ADDITIONAL NCODE NTS Q�ALIFI NSTALLER SHALL HAVE EXPERIENCE WITH INSTALLATION OF SIMILAR WEATHER AFS ABOVE FINISHED GRADE LTL LINTEL G/O MGNEIL PROPERTY MANAGEMENT AP ACCESS PANEL LVR LOUVER COMPLIANT BUILDING. CONTRACTOR SHALL PROVIDE A BUDGET 4 SCHEDULE AS WELL BARRIER ASSEMBLIES UNDER SIMILAR CONDITIONS. 2077 N FRONTAGE RD W #3OO 1,,�•'-���1,�•'.I GRAVEL / DRAINAGE HOOD-FINISH ACT ACOUSTICAL CEILING TILE MH MANHOLE AS POSSESS AN ENDORSED AGREEMENT FOR CONSTRUCTION SERVICES WITH OWNER 2. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION VAIL, GO 816 7 ,�.``.=�=``• ADJ ADJACENT MFR MANUFACTURER PRIOR TO MOBILIZATION AND/OR COMMENCEMENT OF WORK. GUIDELINES AND RECOMMENDATIONS. MO MASONRY OPENING VERIFY SUBSTRATE AND SURFACE CONDITIONS ARE IN ACCORDANCE WITH WEATHER PHONE: 71aA67.3043 ALT ALTERNATE MATL MATERIAL 01. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, FIELD CONDITIONS $ UTILITY BARRIER MANUFACTURER RECOMMENDED TOLERANCES PRIOR TO INSTALLATION OF CONCRETE HOOD-ROUGH AL ALUMINUM MAX MAXIMUM APPROX LOCATIONS ONSITE PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING MATERIALS WEATHER BARRIER AND ACCESSORIES. IT IS THE RECOMMENDATION AND THE PREFERRED JACK STACHLER, POTATO PATCH CLUB BOARD PRESIDENT ARCHITECTURE ADA AMERICANAPPROXIMATELY DISABILITY ACT MECH MECHANICAL OR ENGAGING INTO CONTRACTS/ SUBCONTRACTS. APPLICATION FOR THE WEATHER BARRIER TO BE INSTALLED PRIOR TO THE INSTALLATION STUCCO /EIFS or \ MG MEDICINE CABINET OF THE WINDOWS AND DOORS. IN CASES WHERE CONDITIONS REQUIRE INSTALLATION OF PLANNING HOOD-BLOCKING A/C AIR CONDITIONING MMB MEMBRANE GYPSUM WALL BOARD 02. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS OR THE WEATHER BARRIER AFTER THE WINDOW INSTALLATION OR USE OF NON-FLANGED OR ARCH I TEGT: INTERIORS ARCH ARCHITECTURALEMTL METALR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY UPON DETERMINING EXISTING FIELD BRICK MOLD WINDOWS CONTACT A DUPONT TYVEK SPECIALIST FOR ASSISTANCE AND '—"' " 1 1 � ROOF SHINGLES BSMT BASEMENT M METER SINCE 1977 BATT INSULATION I�11 BRG BEARING MW MICROWAVE CONDITIONS 4 VERIFYING NATURE OF CONFLICT OR DISCREPANCY. RECOMMENDATIONS. INSTALL MOCK-UP USING APPROVED WEATHER BARRIER ASSEMBLY VICTOR MARK DONALDSON ARCHITECTS MIN _i_i_ r (SHAKE / ASPHALT) BFG BELOW FINISHED GRADE MM MILLIMETER INCLUDING FASTENERS, FLASHING, TAPE AND RELATED ACCESSORIES PER P.O. BOX 5300 i■■■■■■■■■■■■ 1104500 ROOF TILES BEAM BEAM MPH MILES PER HOUR 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED WITH WRITTEN MANUFACTURER'S CURRENT PRINTED INSTRUCTIONS AND RECOMMENDATIONS. MOCK-UP TO AVON, COLORADO 81,620 '••••••••••Uo i l i iARCHITECT S !•••••••••••• RIGID INSULATION too i6„. (CERAMIC / SLATE) BVL BEVELED MIN MINIMUM APPROVAL FROM THE ARCHITECT OR OWNER BEFORE CONSTRUCTION CONTINUES IN BE A MINIMUM OF 10 FEET X 10 FEET, SHALL INCLUDE AT LEAST ONE WINDOW AND REMAIN !Algal I"'"'I”' MIR MIRROR ANY AFFECTED AREA OF WORK. AS PART OF THE WORK. PHONE: c70.444.5200 BIT BITUMINOUS MISC MISCELLANEOUS j � w STONE VENEER BLK BLOCK 90 VI B E N C H V A R K ROAD I I MASONRY MR MOISTURE RESISTANT 04. PLAN DIMENSIONS ARE TO FACE-OF-FRAMING OR FACE-OF-CONCRETE UNLESS GRACE VY GOR PLUS BUTYL SELF-ADHERED FLASHING PRINCIPAL I i i (DRY STACK) BLKG BLOCKING MULL MULLIONCHRIS JUERSENS, BD BOARD NOTED OTHERWISE. GROSS-SECTION $ VERTICAL ELEVATION DIMENSIONS ARE TO TOP INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION 1 • • 1 STONE VENEER BO BOTTOM OF NAT NATURAL OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS,UNLESS NOTED GUIDELINES AND RECOMMENDATIONS. MEMBRANE INSTALLATION: GRACE VYCOR PLUS E-MAIL: GHRISJAVMDA.GOM SUITE 207 j////� STEEL / METAL ��rale� ��1 (GROUTED) SOT BOTTOM NR NOISE REDUCTION OTHERWISE. AND VYGOR V4O MEMBRANES MUST BE APPLIED ONLY IN FAIR HEATHER WHEN THE AIR, NOM NOMINAL SURFACE, AND MEMBRANE ARE AT TEMPERATURES OF 25 DEGREES F OR HIGHER. THE BLDG BUILDINGARPETN NORTH 05. PROVIDE ALL NECESSARY BLOCKING IN WALL, FLOOR 4 CEILING CAVITIES FOR MEMBRANE 15 GUT TO LENGTH AND THE RELEASE PAPER 15 PEELED BACK. THE MEMBRANE STRUCTURAL ENG I NEER: B 0 X 5 3 0 0 METAL DECKING Gy0 CPT CARPET NIG NOT IN CONTRACT ����K��� HEAVY TIMBER CSMT CASEMENT NT5 NOT TO SCALE MISCELLANEOUS INSTALLATIONS NECESSARY FOR SUPPORT, BLOCKING OR IS THEN ALIGNED INTO POSITION AND PRESSED IN PLAGE WITH HEAVY HAND PRESSURE. GIP CAST IN PLACE O.C. ON CENTER MANUFACTURER/INSTALLATION INSTRUCTION WHETHER SHOWN ON THESE DOCUMENTS OR LAPS MUST BE A MINIMUM OF 5 INCHES. THE MEMBRANE MUST BE MECHANICALLY MARTIN / MARTIN LNG. AVON C 0 81620 CLG CEILING OPG OPENING PROVIDED WITH SEPARATE DOCUMENTATION BY OTHERS. FASTENED AT ALL VERTICAL TERMINATIONS. THE LAPS MUST BE INSTALLED SUCH THAT METAL STUDS or nw ENGINEERED HOODOPP OPPOSITE ALL LAPS SHED WATER. MEMBRANES MUST BE APPLIED FROM THE LOW POINT TO HIGH P.O. BOX 886 GTR CENTER OPH OPPOSITE HAND Ob. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE POINT OF THE WALL OPENING. THE MEMBRANES SHALL NOT BE USED IN ROOFING AVON, CO 81,620 GT CERAMIC TILE STRANDORIENTED GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, HE APPLICATIONS. GLR CLEARANCE 0513 ORD BOARDPHONE: c70.6f26,6007 970 . 949 . 5200 // GLAZING / MIRROR COL COLUMN OD OUTSIDE DIAMETER SHALL IMMEDIATELY NOTIFY ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL GONG CONCRETE OH OVERHEAD RELIEVE THE ARCHITECT/OWNER OF RESPONSIBILITY FOR DELAYS TO THE PROJECT OR 51DING AND TRIM FASTENERS vmda@vmda. com IIIIII ** I� GMU CONCRETE MASONRY UNIT OA OVERALL ADDITIONAL COSTS. NON-CORROSIVE, DOUBLE HOT-DIPPED, GALVANIZED OR STAINLESS STEEL NAILS OR SEAN MOLLOY, PE W IIV ®�� G CONDUIT (P) PAINT SCREWS SPECIALLY DESIGNED FOR HOOD SIDING ARE RECOMMENDED. E-MAIL: SMOLLOY@MART NMARTN-MTN.GOM FAX 9 4 9 . 5 2 0 5 PR PAIR 07. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE NAILS MUST PENETRATE A MINIMUM OF I-1/4" INTO THE STRUCTURAL FRAMING. CONST CONSTRUCTION PVMT PARKINGEMECODES 4 OBTAINING ALL PERMITS 4 REQUIRED APPROVALS. CODE COMPLIANCE IS THE MINIMUM PENETRATION MAY INCLUDE STRUCTURAL SHEATHING THICKNESS. GOVT CONTINUOUS PVMT PAVEMENT „ GJT CONTROL JOINT FED PEDESTAL MANDATORY. THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT MINIMUM IS 7/16 OSB OR I/2 PLYWOOD. IF USING SCREWS, A MINIMUM OF 3/4 MUST G I�l I L ENGINEER: „" .•""� �`"`� CONFORMING TO RELEVANT CODES GOVERNING THIS PROJECT. PENETRATE THE STRUCTURAL FRAMING. DO NOT INSTALL SIDING OVER QUESTIONABLE -ak- SECTION GUT SYMBOL CPR COPPER PLAN PLASTIC LAMINATE ® GUST CUSTOM PL PLATE WALL CONSTRUCTION. PLAGE THE FASTENER (NOMINAL) FROM THE TOP OF THE PANEL MART I N / MARTIN, NG. O DEPT DEPARTMENT PLUM PLUMBING O8. GENERAL CONTRACTOR SUBCONTRACTORS SHALL FIELD COORDINATE OBTAIN AND NO CLOSER THAN 3/8" FROM THE BUTT EDGE. DO NOT OVER DRIVE THE FASTENERS. D DEPTH PH PLYWOOD APPROVAL FROM THE ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE ANY P.O. BOX 88oC6 ' •• % . DTL DETAIL PT PRESSURE TREATED CUTTING, NOTCHING OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STEEL FRAMING, PAINT: AVON, 00 81,620 VI' TOR 0 DIM DIMENSION PSF POUNDS PER SQUARE FOOT HOOD BEAMS, COLUMNS, JOISTS, DECKS, TERRACES, BALCONIES OR ANY OTHER PAINT PRIMER AND STAINS FOR SIDING, TRIM, SOFFITS AND STUCCO SHALL BE IN STRICT PHONE: 470.c426b007 i ,A*' 0100'-0 ELEVATION REFERENCE DW DISH WASHER PSI POUNDS PER SQUARE INCH STRUCTURAL ELEMENTS WHICH MAY, IN ANY WAY, AFFECT THE STRUCTURAL INTEGRITY ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2 COATS + PRIMER * '?� * DR DOOR PC PRE-CAST OF THE BUILDING. D d,S- N DWG DRAWING PROP PROPERTY ROOFING: METAL STANDING SEAM - COLOR TO MATCH BASE COLOR OF RESIDENTIAL MARK LUNE PE d►. QT QUARRY TILE ,. t 3.a DF DRINKING FOUNTAIN RCPT RECEPTACLE O . ALL NEW 4 REMODEL (WHETHER ENGINEERED OR DESIGN-BUILD) ELECTRICAL, SHINGLES E-MAIL: MLUNA@MARTINMARTIN-MTN.GOM G 2 E EAST RE, REFER TO PLUMBING $ FIRE PROTECTION WORK SHALL BE COMPLETED IN A WORKMANLIKE FASCIA 4 SOFFIT: BENJAMIN MOORE, AURA LINE, 1541, DRAGON'S BREATH ELEC ELECTRICAL REF REFERENCE MANNER IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL CURRENT CODE $ FRIEZE BOARD: BENJAMIN MOORE, AURA LINE, HC-103 CROMWELL GRAY I }�I ��` V X n ELEV ELEVATIONS REFR REFRIGERATOR REGULATORY REQUIREMENTS ADOPTED BY THE GOVERNING MUNICIPALITY $ OTHER SIDING: BENJAMIN MOORE, AURA LINE, HG-103 CROMWELL GRAY GENERAL ERAL GO I�TRAT®R: Q AIRC'\\ XXX 3 dØ 1 ELEVATION SYMBOLS EL ELEVATOR REINF REINFORCING AGENCIES HAVING JURISDICTION, INCLUDING ALL AMENDMENTS THERETO. EMER EMERGENCY REQD REQUIRED WINDOWS: PELLA PROLINE, ALUMINUM CLAD, COLOR SHALL BE BROWN 1111111111BW-ANE, NC. 4 EQ EQUAL RE5 RESILIENT 10. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH STUCCO: STO-LASTIC INTEGRAL ACRYLIC FINISH, COLOR TO MATCH BENJAMIN MOORE, STEVE SANDOVAL 1111111111 EQUIV EQUIVALENT REV REVISION OWNER OR ARCHITECT WRITTEN APPROVAL. IN ADVANCE, THE CONTRACTOR SHALL HC-a5, SAG HARBOR GRAY EXH EXHAUST RH RIGHT HAND SUBMIT DETAILS, ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, DOOR TRIM: BENJAMIN MOORE HC-103 CROMWELL GRAY PO BOX 1140 EXG EXISTING R RISER ETC. IN ORDER TO DETERMINE ACCEPTABILITY. CONTRACTOR SHALL FOLLOW ALL GARAGE DOOR TRIM: BENJAMIN MOORE, AURA LINE, 1547, DRAGON'S BREATH EAGLE, CO 8,631 al r- © REVISION SYMBOLEXP Rff5 ROD AND SHELF REQUIRED SUBSTITUTION REQUIREMENTS AS DEFINED IN THE PROJECT MANUAL. EXPANSION GARAGE DOOR: BENJAMIN MOORE HG-103 CROMWELL GRAY, ARBORGOAT, PHONE:720-428-061 RD ROOF DRAIN CONTRACTOR SHALL NOT ALLOW SUB CONTRACTORS TO MAKE SUBSTITUTIONS THAT EXT EXTERIOR SEMITRANSPARENT STAIN FOC FACE OF CONCRETE RFG ROOFING HAVE NOT BEEN APPROVED PRIOR TO INSTALLATION. FOF FACE OF FINISH RM ROOM 0 FOM FACE OF MASONRY RO ROUGH OPENINGAEN II. IT 15 A REQUIREMENT OF THESE DOCUMENTS THAT THE CONTRACTOR 4 HIS R/5 ROUGH SAWSUBCONTRACTORS, VENDORS # WORKMEN, PROVIDE ALL LABOR, MATERIALS, Q ti © FIN FACE OF STUDS 55 SANITARY SEWER FIN FL FINISH FLOOR ELEVATION (5) SEALANT TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO PROVIDE A COMPLETE PROJECT z O in ® FE FIRE EXTINGUISHER SHT SHEET WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 0 Ct CO III DETAIL OR PLAN ENLARGEMENT FDC FIRE DEPARTMENT CONNECTION SHTG SHEATHING J = LV = FHC FIRE HOSE CONNECTION FIRE EXTINGUISHER CABINET SM SHEET METAL 12. GENERAL CONTRACTOR ALL TRADESMEN SHALL REFER TO ALL ARCHITECTURAL, FEC SIM SIMILAR STRUCTURAL ANY/ALL OTHER SPECIALTY CONSULTANT/ENGINEER DRAWINGS z 0 FPL FIREPLACE SPM SINGLE PLY MEMBRANE ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR m O 0 SOLID CORE ALL MATERIALS USED ON THIS PROJECT. IF THERE ARE ANY CONFLICTS OR OMISSION FPL FIREPROOFING S SOUTH IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL LTJ ~ Q FG FLASHING SPEC SPECIFICATIONS FLR FLOOR CONTRACTOR TO CONTACT THE ARCHITECT AND/OR THE OWNER TO RESOLVE THE 0 alCIC 0 i FD FLOOR DRAIN 5Q. FT. SQUARE FEET ISSUE. PRIOR TO EXPENDING COSTS ON BEHALF OF THE OWNER. Z 0 ING 5.5TL STAINLESS STEEL z O WINDOW REFERENCE FTG FOUNDATION DATION STD STANDARD 13. A5 A PART OF PROJECT CLOSE-OUT, THE CONTRACTOR SHALL FURNISH TO THE DRAW I NG I NDEX z z 0 STL ST STEELTAPPING OWNER ALL WRITTEN 4 GRAPHIC MATERIALS FOR ANY $ ALL EQUIPMENT, APPLIANCES, z O FBO FURNISHED BY OTHERS FUR FURRING 5D STORM DRAIN /SMOKE HARDWARE $ SYSTEMS INCLUDING WARRANTIES, INSTRUCTION MANUALS, INSTALLERS $ TI.1 TITLE SHEET w CD 0 0 30x"1° WINDOW / DOOR SIZE GA GAGE, GAUGE DETECTOR MANUFACTURERS NAME $ ADDRESS. ALL EQUIPMENT, SYSTEMS, FIXTURES $ APPLIANCES - GALV GALVANIZED 5TR STRINGER INSTALLED SHALL HAVE A MINIMUM OF A ONE (I) YEAR WARRANTY THE CONTRACTOR GD GARBAGE DISPOSAL STRUC STRUCTURAL FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, G 1 GENERAL NOTES Z ~ C GC GENERAL CONTRACTOR SH SWITCH CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (I) YEAR AFTER < Q XXX DOOR REFERENCE GLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL 4 02 MA I NTENANGE FAG I L I TY DEMOLITION PLAN L GL GLASS, GLAZING TEL TELEPHONE CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 05 MAI NTENANGE FAG I L I TY PLAN 111 ■ CD GB GRAB BAR TV TELEVISION THK THICKNESS O © WALL TYPE REFERENCE OND GROUND 14. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED ELECTRONICALLY TO THE GWB GYPSUM WALL BOARD THR THRESHOLD 1-16R HANGER TBD TO BE DETERMINED (OWNER+ARCHITECT+CONTRACTOR) BY CONTRACTOR, WHO SHALL MAINTAIN AND AI.0 FLOOR PLAN $ ELEVATIONS HOW HARDWARE The TONGUE AND GROOVE DISTRIBUTE UPDATES OF A LOG OF ALL RFI'S. FIVE (5) CALENDAR DAYS MAY BE OM HDR HEADER TOS TOP OF SLAB NEEDED TO REVIEW RFI'S ONCE WRITTEN RFI'S ARE RECEIVED. TSL TOP OF STEEL A3.I SECTIONS $ DETAILS HTO HEATING TOW TOP OF WALL 15. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONIC (OWNER+ n n l n HVAC HEATING/VENTILATING/ AIR TB TOWEL BAR ARCHITECT+CONTRACTOR) TO OWNER/ARGHITEGT A5 PRESCRIBED HEREIN. ID)3 U I n I DJ [ 1 12 CONDITIONING TR TRANSOM CONTRACTOR SHALL PROVIDE, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A S-I GENERAL NOTES P) ; ,61- or 6:12 ROOF PITCH SYMBOL HG HOLLOW GORE T5 HT HEIGHT T TREAD EL PROPOSED SUBMITTAL LOG WITH ALL SUBMITTAL DATES NOTED. ARCHITECT SHALL S 2 OA NOTES LL-Dli IMI 11'T HM HOLLOW METAL TYP TYPICAL REVIEW 4 REPLY TO EACH SUBMITTAL WITHIN 1 CALENDAR DAYS OF RECEIPT OF EACH S-3 PLANS HORIZ HORIZONTAL UG UNDERGROUND SUBMITTAL. IF THE ARCHITECT REJECTS ANY SUBMITTAL FOR ANY NON-CONFORMANCE, INCL INCLUDED llL UNDERWRITERS ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. 5-4 DETAILS ©COPYRIGHT � LABRATORIES Victor Mark ID INSIDE DIAMETER TYP 1/4" WELD SYMBOL IBC INTERNATIONAL BUILDING CODE UNO UNLESS NOTED OTHERWISE 116. ALL STRUCTURAL, FURRING AND FRAMING MATERIALS SHALL BE INSTALLED $ \ Donaldson VBVAPOR BARRIER PROTECTED TO ASSURE A WEATHER-RESISTANT EXTERIOR ENVELOPE ASSEMBLY. Architects ISO INSTALLED BY OWNERAll Rights VIF VERIFY IN FIELD Reserved INS INSULATED VL VERSALAM 17. THE OWNERS REP SHALL HAVE THE AUTHORITY TO ACT ON BEHALF OF THE OWNER INT INTERIOR VERT VERTICAL IN ACCORDANCE WITH THE CONTRACT. /� DRAINAGE FLOW DESIGNATION �U I LD I NG DATA: JT JOINT VCT VINYL COMPOSITION TILE REVISION .15T JOIST V VOLTS B JG JANITOR'S CLOSET W/D HASHER/DRYER 18. THESE DOCUMENTS, THE PROJECT MANUAL, THE CONTRACT FOR CONSTRUCTION ARE CONSTRUCTION TYPE: V- KIT KITCHEN NG HATER CLOSET ALL COMPLEMENTARY AND REQUIREMENTS OF THE CONTRACT. OCCUPANCY GROUP: UTILITY (U) LAM LAMINATE HH WATER HEATER SFEG I GAT I ONS: XX ELEVATION KEYNOTE LVL LAMINATED VENEER LUMBER WWF WELDED HIRE FABRIC LAV LAVATORY W WIDTH/WATTS/WEST THE FOLLOWING IS A SUMMARY OF ITEMS SPECIFIED, REFER TO MANUFACTURERS LH LEFT HAND WF HIDE FLANGE SPEC IFIGAT IONS AND LITERATURE FOR ADDITIONAL REQUIREMENTS AND SPECIFICATIONS. DATE 06/23/2015 L LENGTH /STEEL ANGLE WDW WINDOW N WDITH STUCCO FROJEGT SGRI FT ON: UNIT# DOOR# UNIT# riAlINI:701A1# 1A1D HOOD WO HITHOUT 3 COAT GEMENTITIOUS STUCCO SYSTEM: STO POWERWALL FINISH (FREEFORM TEXTURE - JOB NO. 1324 HPLACE), STO PRIMER/ADHESIVE-B, SCRATCH (3/8 WATERPROOF / " MIN.) 4 BROWN COAT (3/8" MIN.) W/ 520 SOFT. MAINTENANCE BUILDING FOR THE STORAGE OF WASTE DUMPSTERS, RECYCLE 4.1.2 (4.0.A) WEATHERPROOF EMBEDDED 4 OZ (YELLOW) STO CRACK ISOLATION MESH, 17 GA SELF-FURRED WOVEN STUCCO NETTING PER ASTM G1032, I I/2 EXTRUDED FOAM INSULATION, TYVEK HOUSE BINS 4 MISC. PROPERTY MATERIALS. REMOVAL OF EXISTING WOOD FENCE, REPLACE W/ METAL FENCE MATCHING EXISTING METAL FENCE. CONCRETE STORAGE PAD FOR LWRAP. PROVIDE 'AMIGO' FOUNDATION WEEP SCREED 4 'AMIGO' CASING BEAD PER ASTM CINDERS AND MULCH. BOULDER RETAINING WALLS A5 REQUIRED - ALL WALLS ARE 5'b" TITLE SHEET FLOOR LEVEL FLOOR LEVEL 00,63. PROVIDE SUBMITTAL SHOWING CONTROL JOINTS FOR APPROVAL BY ARCHITECT. OR LESS T1 . 1 SHEET N0.