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HomeMy WebLinkAboutB14-0269 G101 44 F TABLE R501.2(1)CLIMATIC,d GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC DAMAGE FROM WINTER ICE FLOOD AIR MEAN 2.5TEWORK-CONTINUED 5.MASONRY-CONTINUED SNOW SPEED TOPO DESIGN WEATN- FR05T DESIGN FREEZ ANNUAL 6,CARPENTRY-CONTINUED 7.THERMAL 4 MOISTURE PROTECTION-CONTINUED 9.FINISHES-CONTINUED 13.ENERGY EFFICIENCY-CONTINUED BARRIER HAZARD LOAD (MPH) EFFECT GATED ERING DEPTH TERMITE TEMP avn�� INDEX TEMP � FIRM BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL FLOOR HOLLOW LOAD BEARING CONCRETE MASONRY SHALL BE LIGHTWEIGHT IN COMBUSTIBLE CONSTRUCTION FIREBLOCKING SHALL BE PROVIDED IN FIBER-CEMENT,FIBER MAT REINFORCED CEMENT,GLASS MAT GYPSUM THE GARAGE SHALL BE SEPARATED FROM THE R S1 E PPLIE AND HS AATIC THE BUILDING THERMAL LNG METH SHALL COMPLY WITH SERIONS EROALS .1 las 90 Y s c ssvERE as° NONE -ts• YE5 4FEB05 2259 40-45F 5LAB5 HAVE BEEN PLACED AND THE WALL HAS SUFFICIENT STRENGTH AND HA5 BLOCK UNITS(CMU)AND SHALL CONFORM TO ASTM G90-70,GRADE N, THE FOLLOWING LOCATIONS: BACKERS OR FIBER REINFORCED GYPSUM BAGKER5 INSTALLED IN AREA BY NOT LE55 THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE AND 8402 � 4.1.2.THD SFER NG METHODS SION AND CONTRA R ON 8402. .1 N ANCHORED TO THE FLOOR ABOVE OR HA5 BEEN 5UFFIGIENTLY BRACED MINIMUM ULTIMATE STRENGTH(FM)=2,000 PD1. ACCORDANCE WITH THE MANUFACTURERS'RECOMMENDATIONS SHALL BE USED SIDE.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION.8402.4.1. LIVE LOADS USED IN DESIGN 100 PSF<4:12,80>4:12 P5F TO PREVENT DAMAGE BY THE BACKFILL. 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/5"TYPE X GYPSUM ROOF 20 PSF LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM MORTAR FOR USE IN MASONRY CONSTRUCTION SHALL COMPLY WITH ASTM FURRED SPACES,VERTICALLY AT THE CEILING AND FLOOR LEVELS, SHOWER AREAS.WATER RESISTANT GYPSUM BACKING BOARD MAY BE USED BOARD OR ITS EQUIVALENT.WHERE THE SEPARATION IS A FLOOR-CEILING COMPONENT GRITERIA(A) 40 PSF FOUNDATION WALLS.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE G210.THE TYPE OF MORTAR SHALL BE IN ACCORDANCE WITH SECTIONS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' FOR GEILING5 WHERE FRAMING SPACING DOES NOT EXCEED 1 2"OG FOR 1/2" A55EMBLY THE 5TRUGTURE SUPPORTING THE SEPARATION SHALL ALSO BE A CONTINUOUS AIR BARRIER SHALL BE ATTICS 30 PSF FIRST 10 FEET(IBC 1804.3). R607.1.1 OR R601.1.2 AND SHALL MEET THE PROPORTION SPECIFICATIONS 2.AT ALL INTERCONNECTIONS BETWEEN CONCEALED HORIZONTAL AND THICK OR 16"OC FOR 5/8"THICK GYPSUM WALL BOARD.WATER RESISTANT PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR ITS AIR BARRIER AND INSTALLED IN THE BUILDING ENVELOPE. FLOORS 50 P5F OF TABLE R601.1. MASONRY CEMENT SHALL NOT BE USED. VERTICAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLASS I OR II VAPOR EQUIVALENT.OPENINGS IN THESE WALL ARE REGULATED BY SECTION R302.5. THERMAL BARRIER EXTERIOR THERMAL ENVELOPE CONTAINS A 11703 FLOOR @ SLEEPING ROOMS 100 PSF ALL UTILITY LINES SHALL BE EXTENDED FROM THE BUILDING TO THE UTILITY CEILINGS. RETARDER.WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED (IRC R302.6) CONTINUOUS AIR BARRIER. PASSENGER VEHICLE GARAGE FLOOR 80 P5F CONNECTION AS REQUIRED.CO-ORDINATE WITH THE APPROPRIATE UTILITY TOWN OF VAIL BUILDING DEPARTMENT SHALL INSPECT ALL MASONRY 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL DECK BE SEALED. 2IO ��4 EXPOSURE B COMPANY AND BURIED GABLE LOCATION SERYIGE AT 800.922,1 987 CONSTRUCTION PRIOR TO PLACEMENT OF GROUT. BOTTOM OF THE RUN. CONTINUOUS HIGH HUMIDITY. REGULAR GYPSUM WALLBOARD 15 PERMITTED PENETRATIONS THROUGH THE SEPARATION REQUIRED BY SECTION 8302.6 PORCH 2,000 PSF 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS CABLES 4 AIRES AT CEILING UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN SHALL BE PROTECTED BY FILLING THE OPENING AROUND THE PENETRATING AIR-PERMEABLE INSULATION SHALL NOT BE WIND 0 P5F ELECTRIC-FROM METER BOX TO TRANSFORMER,CO-ORDINATE WITH HOLY UNLESS OTHERWISE NOTED,PROVIDE LOOSE LINTELS A5 FOLLOWS:(ONE AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO RESIST THE FREE INSTALLED IN ACCORDANCE WITH TABLE 2508.5, ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME OR USED AS A SEALING MATERIAL. MAXIMUM SOIL BEARING PRESSURE 45 PGF CROSS ENERGY,9 70,941.5425. ANGLE FOR EACH 4"OF WALL THICKNESS WITH 4"MIN.BEARING ON EACH END) PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. PRODUCTS OF COMBUSTION.(IRO R302.1 1 ITEM 4) MINIMUM DEAD LOAD PRE55URE OPENINGS TO 4'-6"-ANGLE 4"X 3"X 1/4"THICK 5.ALL SPADES BETWEEN GHIMNEY5 AND FLOOR AND GEILING5 THROUGH BALCONIES,LANDINGS,EXTERIOR STAIRWAYS,OCCUPIED ROOFS AND OTHER THE AIR BARRIER IN ANY DROPPED EQUIVALENT FLUID PRE55URE(EFP) SEWER-FROM 5 FEET OUTSIDE OF FOUNDATION TO SERVICE TAP OR STUB OPENINGS FROM 4'-6"TO e-0"-ANGLE 5"X 3-1/2"X 5/16"THICK WHICH A GHIMNEY5 PA55 SHALL BE FIRE BLOCKED WITH NON-COMBUSTIBLE SIMILAR SURFACES EXPOSED TO WEATHER AND SEALED UNDERNEATH SHALL ALL PAINTS AND STAINS SHOULD BE LOW VOG < _ CEILING/SOFFIT SHALL BEA IGN ( 100 G/L FOR NON FLAT,<50 L ED WITH THE REFER TO SOILS REPORT 1 4 9 33 BY NORTHWEST GOLORAOD OUT,GO ORDINATE WITH EAGLE RIVER WATER 4 SANITATION DISTRICT, OPENINGS FROM 6'-0"TO T-0"-ANGLE 6"X 3-1/2"X 5/16"THICK MATERIAL SECURELY FASTENED IN PLACE. BE WATERPROOFED AND SLOPED A MINIMUM OF 1/4"PER FOOT FOR G/L FOR FLAT FINISHES)OR ZERO VOG <5 G/ . G INSULATION AND ANY GAPS IN THE AIR BA ( L) E L NG/ATTIC SEALED. RRIER O CONSULTANTS,INC.FOR ADDITIONAL REQUIREMENTS.ALL RECOMMENDATIONS 910.471.5449.MAINTAIN 5'MINIMUM COVER.A SERVICE OR MAIN LINE MAXIMUM OF 2 STORIES OF MASONRY VENEER ABOVE.SEE IRC 8703.7.3.1 6.ALL SPACES BETWEEN GHIMNEY5 AND FLOORS AND GEILING5 THROUGH DRAINAGE. REFERENCED IN THE SOILS REPORT SHALL BE ADHERED TO,UNLESS EXTENSION 15 REQUIRED TO SERVICE THIS LOT.SEE DESIGN BY OTHERS. WHICH GHIMNEY5 PA55. PROVIDE SNOW GUARDS/RETENTION PER 15 10.7 AND A5 DETAILED ON ACCESS OPENINGS,DROP DOWN STAIR OR KNEE Q OTHERWISE NOTED(UON). 5.METALS EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED 50 AS TO BE PLANS,DETAIL 5/5101 WALL DOORS TO UNCONDITIONED ATTIC WATER-FROM METER OR SHUT OFF VALVE TO SERVICE TAP,CO-ORDINATE FIRE BLOCKING SHALL CONSIST OF 2"NOMINAL LUMBER, 1/2 INCH GYPSUM WATERPROOF.APPROVED CORROSION RESISTANT FLASHING SHALL BE SPACES SHALL BE SEALED. v Q 0 WITH EAGLE RIVER WATER 4 SANITATION DISTRICT,9 70.471.5449.MAINTAIN 7' ALL STRUCTURAL STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BOARD,MINERAL WOOL OR GLASS FIBER BATT.SEE SECTION R302.1 1.1 APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER 10,SPECIALTIES z - 1- O O O REGULATORY REQUIREMENTS MINIMUM COVER. CONFORM TO ASTM A36. FOR ALTERNATE MATERIALS.THE INTEGRITY OF ALL FIREBLOCKS SHALL BE INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING CORNERS AND HEADERS SHALL BE INSULATED v CV W v N r N ALL CONSTRUCTION SHALL CONFORM TO THE 2012 EDITIONS OF THE ALL BOLTS(INCLUDING ANCHOR BOLTS)SHALL CONFORM TO ASTM A307. MAINTAINED. STRUCTURAL COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OF CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL THE AND THE JUNCTION OF THE FOUNDATION AND - 1- pL w d? T- SILL PLATE SHALL BE SEALED. r F r a N L PHONE-FROM TELEPHONE BOX TO PEDESTAL,GO-ORDINATE WITH PIPE COLUMNS SHALL CONFORM TO ASTM A53,GRADE B. THE EXTERIOR WALL FINISH IN THE FOLLOWING LOCATIONS: SPECIALTY ITEMS SHOWN,NOTED OR SPECIFIED IN THESE DOCUMENTS. p[ O INTERNATIONAL BUIDLING GORE INCLUDING APPENDIX GHAPTER5 B,G,E,G,J CENTURY LINK,910.328.8288.MAINTAIN 18' MINIMUM COVER. TUBE SHAPES SHALL CONFORM TO ASTM 500,GRADE B,46 KSI YIELD. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY 1.EXTERIOR WINDOW 4 DOOR OPENINGS. WALLS THE JUNCTION OF THE TOP PLATE AND TOP OF ul r „ Z ts r Z AND K AND THE INTERNATIONAL RESIDENTIAL CODE A5 AMENDED AND RESISTANCE OR APPROVED PRE55URE PRESERVATIVE TREATED WOOD. 2.AT INTERSECTION OF GHIMNEY5 OR OTHER MASONRY CONSTRUCTION WITH FIREPLAGE5 AND STOVES EXTERIOR WALLS SHALL BE SEALED. X r OC ADOPTED BY THE TOWN OF VAIL BUILDING DEPARTMENT AND THE GAS-FROM GAS METER TO POINT OF CONNECTION,GO-ORDINATE WITH XGEL 5TRUGTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE FRAME OR STUCCO WALLS,WITH PROJECTING LIPS UNDER STUCCO COPING. CLOSET SPECIALTIES EXTERIOR THERMAL ENVELOPE INSULATION FOR O O O fL c0 r 0_ FOLLOWING: ENERGY COMPANY,910.262.4039.MAINTAIN 18"MINIMUM COVER, WITH LATEST PROVISIONS OF AI5G"MANUAL OF STEEL CONSTRUCTION". EXCEPTION:COLUMNS EXPOSED TO WEATHER OR IN BASEMENTS OR CRAWL 3.UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS 4 SILLS. FRAMED WALLS SHALL BE INSTALLED IN I= tt• NO IH- r- 6- 0 2012 INTERNATIONAL FIRE CODE INCLUDING APPENDIX GHAPTER5 A,B,G,D, SPAGE5 WHEN SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS 4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, 1 1.EQUIPMENT SUBSTANTIAL CONTACT AND CONTINUOUS X E,G,H AND J A5 AMENDED CABLE TELEVISION-FROM TELEVISION SERVICE PANEL TO PEDESTAL,GO- WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH PROJECTING 1'ABOVE A CONCRETE FLOOR AND 6"ABOVE EXPOSED EARTH 5.WHERE EXTERIOR PORCHES,DECKS OR STAIRS ATTACH TO A WALL OR ALIGNMENT WITH THE AIR BARRIER. O Y 2012 INTERNATIONAL MEGHANIGAL CODE ORDINATE WITH COMCAST GABLE,910,930.4713.MAINTAIN 1 8"MINIMUM "5TRUGTURAL WELDING CODE-STEEL",ANSI/AWS D 1.1-90. AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS MOISTURE FLOOR A55EMBLY OF WOOD FRAME CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL KNEE WALLS SHALL BE SEALED. Q X d 201 2 INTERNATIONAL PLUMBING CODE COVER. BARRIER.(IRC 831 7.1,4) 6,AT WALL AND ROOF INTERSECTIONS. EQUIPMENT SHOWN,NOTED OR 5PEGIFIED IN THESE DOCUMENTS. 2012 INTERNATIONAL ENERGY CONSERVATION CODE{IEGG) MINIMUM WIELDS TO BE PER AI5G AND/OR AWS,BUT NOT LESS THAN 3/16° WINDOWS,SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMBS {w 201 1 NATIONAL ELEGTRIGAL CODE (NEG) 3.CONCRETE CONTINUOUS FILLET UNLESS OTHERWISE NOTED.QUALITY CONTROL SHALL BE SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB WHICH 15 IN ROOF VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH HOME THEATER AND DOORS AND FRAMING AND SKYLIGHTS AND FRAMING tn 2012 INTERNATIONAL PERFORMANCE CODE PER AWS.USE E1OXX ELECTRODES. ALL WELDING TO BE PERFORMED BY DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB MANUFACTURER'S INSTALLATION INSTRUCTIONS.OPEN VALLEY LININGS SHALL SHALL BE SEALED. LOCAL UTILITY REGULATIONS CONTRACTOR SHALL PROVIDE ALL NEGE55ARY LABOR,MATERIALS AND CERTIFIED WELDERS,IN AN APPROVED FABRICATOR'S SHOP, BY AN IMPERVIOUS MOISTURE BARRIER SHALL BE PRESSURE-PRESERVATIVE CONSIST OF NOT LE55 THAN 26 GAGE GALVANIZED STEEL,28 GAGE STAINLESS 12.DEFENSIBLE SPACE-NO WORK THIS SECTION ALL TOWN AND COUNTY CODES AND ORDINANCES EQUIPMENT TO COMPLETE ALL CONCRETE SHOWN OR NOTED IN THESE TREATED WOOD IN ACCORDANCE WITH AWPA U 1 OR FOUNDATION STEEL OR 0.0216 NOMINAL COLD ROLLED COPPER.LININGS SHALL BE 24" RIMJOISTS RIM JOISTS SHALL BE INSULATED AND INCLUDE APPLICABLE PROTECTIVE COVENANTS OF THE SUBDIVISION DOCUMENTS. WHEN REQUIRED A QUALIFIED SPECIAL INSPECTOR SHALL OBSERVE ALL REDWOOD.(IRC R3 1 7,1) WIDE MINIMUM AND PLACED OVER 36"WIDE LAYER OF ICE AND WATER SHIELD. 13.ENERGY EFFICIENCY THE AIR BARRIER. FIELD WELDING OF STRUCTURAL MEMBERS OR CONNECTIONS FOR CLOSED VALLEY LININGS(ASPHALT SHINGLES)SHALL BEA 36'WIDE LAYER OF ALL WORK EXECUTED IN ANY PUBLIC RIGHT-OF-WAY OR ON PUBLIC FORMS SHALL RESULT INA FINAL 5TRUGTURE THAT CONFORMS TO SHAPES, CONFORMANCE WITH THE APPROVED 5TRUGTURAL DESIGN. THE SPECIAL FASTENERS IN PRE55URE PRESERVATIVE 4 FIRE RETARDANT TREATED ICE AND WATER SHIELD. 1501,2.9.2 ( ) THE TOWN OF VAIL HA5 ADOPTED THE 2012 INTERNATIONAL ENERGY FLOORS(INCLUDING NSULATION SHALL BE INSTALLED TO MAINTAIN OP Y HALL BE COMPLETED ACCORDING TO THE SPEGIFIGATIONS AND LINES,AND DIMENSIONS OF THE MEMBERS A5 REQUIRED BY THE DESIGN INSPECTOR SHALL SUBMIT A SIGNED REPORT,STATING CONFORMANCE WITH WOOD ABOVE GRADE SHALL BE HOT DIPPED ZING COATED GALVANIZED CONSERVATION CODE(IEGG).THIS PROJECT SHALL COMP ABOVE-GARAGE AN PERMANENT CONTACT WITH UNDERSIDE OF REQUIREMENTS OF THAT GOVERNING BODY. LY WITH SECTIONS D DRAWINGS,AND SPECIFICATIONS. THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE REPORT SHALL STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER.(IRC R31 7.3.1) PROVIDE GRACE"ULTRA"UNDERLAYMENT AT ALL EVES AND RAKES FROM 401,402.4,402.5 AND 403.1,403,2.2,403.2.3 and 403.3 THROUGH 403.1 CANTILEVERED SUBFLOOR DECKING. 0.5PEGIAL NOTICE DRIP EDGE TO 2'MINIMUM INSIDE OF THE EXTERIOR WALL LINE.(1 507.2.5.2)IT I5 (REFERED TO A5 THE MANDATORY PROVISIONS)AND EITHER: FLOOR) THE AIR BARRIER SHALL BE INSTALLED AT ANY F BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO REQUESTING ROUGH CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISE FRAMING INSPECTIONS,OR THE REPORT MAY BE MADE AVAILABLE TO A FIELD EXCEPTION 1/2"DIAMETER OR GREATER STEEL BOLTS. RECOMMENDED THAT THE ENTIRE ROOF BE COVERED. EXPOSED EDGE OF INSULATION. '` NOTED ON PLANS. NSPECTOR AT THE TIME THE ROUGH FRAMING INSPECTION. 5PEGIAL 1.SECTIONS 402.1 THROUGH 402.3,403.2.1 AND 404.1 (PRESCRIPTIVE);OR *` THESE SPEGIFIGATIONS ARE GENERIC IN NATURE,SOME SECTIONS OR INSPECTIONS IF REQUIRED SHALL BE AT THE OWNER'S EXPENSE. THE ENDS OF EACH J015T,BEAM OR GIRDER SHALL HAVE NOT LE55 THAN PROVIDE BASE AND GAP,51DEWALL AND OTHER FLASHINGS AT ALL ROOF 2.5EGTION 405 SIMULATED PERFORMANCE ALTERNATIV WHERE PROVIDED IN LIEU OF FLOOR INSULATION DIVI510N5 MAY NOT BE APPLICABLE.SEE 5PEGIAL CONDITIONS FOR ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN E PATH ADDITIONAL INFORMATION. 1-1/2 INGHE5 BEARING ON WOOD OR METAL AND NOT LE55 THAN 3 INCHES AND VERTICAL SURFACE INTERSECTIONS PER THE MANUFACTURER'S (PERFORMANCE). CRAWLS SPACE NSULATION SHALL BE PERMANENTLY ATTACHED ACCORDANCE WITH AGI BUILDING GORE 3 18-89.ALL EXPOSED EDGES OF MISGELLANEOU5 CLIPS,ANCHORS AND CONNECTORS SHALL BE 51MP50N ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED BY THE USE OR INSTALLATION INSTRUCTIONS.(1 507.2.9.1) TO THE GRAWLSPAGE WALLS. rT�E DIGMEQzM�'FYrfdd�i'QS �THER SECTION 402.1.2,402.1.3 OR 402.1.4. WALLS . CONCRETE SHALL HAVE A 3/4"CHAMFER. "STRONG TIE"OR IGBO APPROVED EQUAL,UNLE55 OTHERWISE NOTED.REFER APPROVED J015T HANGERS.JOISTS FRAMING FROM OPPOSITE SIDES OVER EXPOSED EARTH IN UNVENTED CRAWL SPAGE5 1.GENERAL REQUIREMENTS FENESTRATION SKYLIGHT GEILING5 FRAMED MASS FLOORS BASEMENT SLAB CRAWLSPAGE 7 TO 51MP50N CATALOG FOR APPROPRIATE NAILING WHEN NOT 5PEGIFIED ON A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INGHE5 AND BE NAILED NATURAL VENTILATION OF ALL HABITABLE ROOMS SHALL BE PROVIDED.THE p WALLS wuLs SHALL BE COVERED WITH A GLA55 I VAPOR 1 U WALLS DEPTH WALLS .; I`I EVERY ATTEMPT HA5 BEEN TAKEN TO AVOID OR ELIMINATE ERRORS DURING ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING PLANS.PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH TOGETHER W/A MINIMUM OD(3) 10d FACE NAILS.JOISTS FRAMING INTO THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE RETARDER WITH OVER AP FACTOR FACTOR R-49 R-205 R-19/21 R-3a R-75/8-79 R-10,4' R-10/8-13 L PING JOINTS TAPED. ,•.:� •JY. THE PREPARATION OF THESE PLANS.IT IS THE CONTRACTOR'S TO ASTM A615-13 AND SHALL BE GRADE 40 MINIMUM OR A5 SHOWN ON THE MANUFACTURER'S INSTRUCTIONS. 510E OF A BEAM OR GIRDER,SHALL BE SUPPORTED BY APPROVED FRAMING FLOOR AREA BEING VENTILATED(IRC SECTION 8303.1) F� PLANS. ALL REINFORCEMENT SHALL BE COLD BENT UNLESS OTHERWISE ANCHORS OF THE APPROPRIATE SIZE AND CAPACITY. 0.35 0.60 0.026 0.051 0.051 o.023 0.050 0.065 SHAFTS, DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE ''':, ON f ILI Y O VERIFY ALL DIMEN510N5 AND CONDITIONS SHOWN ON PERMITTED BY THE BUILDING OFFICIAL. RAMSET PLATES TO BE ATTACHED TO STEEL WITH 1/8"�DRIVEPINS� 16" ,. THESE PLANS WITH ACTUAL FIELD CONDITIONS, EXCEPTION 1.A WHOLE MEGHANIGAL VENTILATION SYSTEM 15 INSTALLED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR OC, OR 1/4"O LAG BOLTS(32"OC,STAGGERED. NOTCHES IN SOLID LUMBER JOISTS,RAFTERS OR BEAMS SHALL NOT CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 10 CFM PER MINUTE, UNCONDITIONED SPACE SHALL BE SEALED. J. PROVIDE CONCRETE ENCASED ELECTRODE(UFER GROUND)PER SECTION EXCEED 1/6 OF THE MEMBER DEPTH,SHALL NOT BE LONGER THAN 1/3 OF (M 1507.3.3) THERE ARE NO REQUIREMENTS FOR SOLAR HEAT GLAZING COEFFICIENTS , r,, ' t IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO E3608.1.2.CO-ORDINATE EXACT REQUIREMENTS WITH ELEGTRIGAL EXPANSION BOLTS SHALL BE"WED-IT" "REDHEAD"OR APPROVED EQUAL. THE MEMBER DEPTH AND NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. AT T � a.R VALUES SHOWN ARE MINIMUMS,U-FACTORS SHOWN ARE MAXIMUMS, B T5 IN NARROW GAVITIE5 SHALL BE GUT TO COORDINATE THE INTERFACE BETWEEN ALL TRADED AND SUBGONTRAGTOR5, CONTRACTOR. MINIMUM EMBEDMENT SHALL BE 1-1/2"FOR 1/2"DIAMETER BOLTS AND 2" NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED 1/4 OF THE VENTILATION OF BATHROOMS WATER CLOSET COMPARTMENTS AND 51MI A '. .. 50 A5 TO PRESENT A COMPLETE AND FINISHED PRODUCT. L R G.THE FIRST R-VALUE 15 FOR CONTINUOUS INSULATION,THE SECOND R-VALUE IS NARROW GAVITIE5 I FIT,OR NARROW GAVITIE5 SHALL BE FILLED BY , F FOR 5/8"DIAMETER BOLTS.EPDXY GROUTED REBAR OR ANCHOR BOLT MEMBER DEPTH.THE TENSION SIDE OF MEMBERS 4"OR GREATER SHALL NOT ROOMS WITHOUT OPERABLE WINDOW PROVIDING 1.5 SQUARE FEET OPENING, FOR CAVITY INSULATION,EITHER SYSTEM MEETS THE REQUIR M INSULATION THAT ON INSTALLATION READILY ;?:,a ' '_''� WELDED WIRE FABRIC SHALL CONFORM TO ASTM 1 55 AND SHALL BE LAPPED CONNECTIONS SHALL BE MADE WITH SIMPSON"EPDXY-TIE"AND PER BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF SHALL BE PROVIDED BY A MECHANICAL VENTILATION SYSTEM CAPABLE OF d.R-5 SHALL BE ADDED TO TH 5 A E ENT CONFORMS TO THE AVAILAB CAV ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND E L B EDGE R-VALUE FOR HEATED 5LAB5 LE ITV 5PAGE. O t ORDINANCES,A5 AMENDED,AND SHALL BE DONE TO THE HIGHEST (1)FULL MESH AT SPLIGE5 AND BE TIED TOGETHER. MANUFACTURER'S INSTRUCTIONS. HOLES BORED OR GUT INTO MEMBERS SHALL NOT EXCEED 1/3 THE DEPTH PRODUCING 50 GFM FOR INTERMITTENT USE OR 20 GFM CONTINUOUS g.OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-1 9 MINIMUM ,. STANDARDS OF GRAFT5MAN5HIP BY JOURNEYMEN OF THEIR RE5PEGTIVE OF THE MEMBER.HOLES SHALL NOT BE CLOSER THAN 2 INGHE5 TO THE TOP VENTILATION.VENTILATION AIR FROM THE 5PAGE SHALL BE DIRECTLY h,CAVITY PLUS CONTINUOUS INSULATION SHALL NOT BE REQUIRED(AMMENDED GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE TRADES. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ANCHOR BOLTS SHALL BE 1/2"DIAMETER WITH 1"MINIMUM EMBEDMENT AND OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE OR NOTCH LOCATED EXHAUSTED TO THE OUTSIDE.(IRC R303.3)PROVIDE ENERGY-STAR QUALIFIED BY TOV) GARAGE AND CONDITIONED SPACES. REINFORCEMENT, SUFFICIENT EXPOSED LENGTH FOR CONNECTION OF PLATE OR SILLS PLUS FULL IN THE MEMBER. BATHROOM FANS WITH A RATING OF 1.5 SONES OR LESS WITH TIMER OR THE CONTRACTOR WILL FRAME LOWER WALKOUT WALLS W/2X8® 16"OC THESE DOCUMENTS DO NOT INCLUDE PROVI510N5 FOR JOB SITE SAFETY. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH=3" NUT PENETRATION WITH WASHER. ANCHOR BOLTS SHALL BE PLACED AT 4'OG HUMIDI5TAT CONTROL.SEE PLAN VIEW FOR REQUIRED GFM RATING. W/R-24 BATT INSULATION RECESSED LIGHT FIXTURES INSTALLED IN THE CONCRETE EXPOSED TO EARTH OR WEATHER- 1-1/2' (UON)AND BETWEEN 4"-12"OF PLATE ENDS AND CORNERS. PROVIDE(2) CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE AIR JOB SITE SAFETY AND PROTECTION OF ADJACENT PROPERTIES DURING CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND ANCHOR BOLTS(MIN)PER PLATE OR SILL. LUMBER,5TRUGTURAL GLUE LAMINATED MEMBERS OR 1-JOISTS ARE WHEN THE AIR INFILTRATION RATE OFA DWELLING UNIT IS<5 AGH THE A PERMANENT CERTIFICATE SHALL BE POSTED ON OR IN THE ELEGTRIGAL TIGHT,IG RATED,AND SEALED TO THE DRYWALL. CONSTRUCTION SHALL BE CONTRACTORS RESPONSIBILITY. SLABS,WALLS,JOISTS-3/4" PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S DWELLING UNIT SHALL BE PROVIDED WITH A WHOLE-HOUSE MECHANICAL DISTRIBUTION PANEL OR THE WALL N AR E EST THE FURNACE/BOILER LISTING BEAMS,COLUMNS- 1-1/2" 6.CARPENTRY RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE VENTILATION IN ACCORDANCE WITH M 1501.3. THE PREDOMINANT R-VALUES OF INSULATION INSTALLED BY COMPONENT,U- BATT INSULATION SHALL BE CUT NEATLY TO FIT ALL CONTRACTORS SHALL CARRY WORKMAN'S COMPENSATION, DEPTH OF FOOTING ABOVE BOTTOM REINFORCEMENT SHALL BE 6"MINIMUM. SPEGIFIGALLY GON5IDERED IN THE DESIGN OF THE MEMBER BY A AROUND WIRING AND PLUMBING IN EXTERIOR CONTRACTORS LIABILITY,PERSONAL INJURY AND GOMPREHEN5IVE FACTORS FOR FENESTRATION AND THE TYPE AND EFFICIENCY OF HEATING, PLUMBING AND WIRING CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS AND EQUIPMENT TO REGISTERED PROFESSIONAL ENGINEER. 8.DOORS AND WINDOWS COOLING AND WATER HEATING EQUIPMENT.(IEGG 401.3) WALLS,OR INSULATION THAT ON INSTALLATION AUTOMOBILE AND PROPERTY DAMAGE INSURANCE.GENERAL CONTRACTOR NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR FRAME UP,SHEATH AND TRIM OUT BUILDING AS SHOWN OR SPECIFIED IN THESE READILY CONFORMS TO AVAILABLE 5PAGE TH CARRY"BUILDERS RISK"INSURANCE.OWNER TO CARRY FIRE INSURANCE ON AUTHORIZED BY THE ENGINEER.LAP SPLICES,WHERE PERMITTED,SHALL BEA DOCUMENTS. OPENINGS IN FLOOR,CEILING AND ROOF FRAMING SHALL BE FRAMED WITH CONTRACTOR SHALL SUPPLY AND INSTALL ALL DOORS,WINDOWS AND TO MEET THE PRESCRIPTIVE REQUIREMENTS,THE BUILDING THERMAL SHALL EXTEND BEHIND PIPING AND WIRING. THE COMPLETED 5TRUGTURE. MINIMUM OF(40)BAR DIAMETERS,UNLESS OTHERWISE NOTED.MAKE ALL BARS A HEADER AND TRIMMER JOISTS AND SHALL BE DOUBLED OR OF GLAZING AS DETAILED,SCHEDULED AND/OR SPECIFIED IN THESE DOCUMENTS. ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402.1.1 AND SECTION CONTINUOUS AROUND CORNERS. PLAGE(2)#5 BARS WITH 2'-0"PROJECTION ALL 2"FRAMING LUMBER SHALL BE STRESS RATED,5-DRY DOUGLAS FIR OR EQUIVALENT CRO55 SECTION WHEN THE SPAN OF THE HEADER EXCEEDS 4'. R402.4(AIRBARRIER AND INSULATION INSTALLATION AND T STI EXTERIOR WALLS ADJACENT TO SHOWERS AND THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL BUILDING AROUND ALL OPENINGS IN CONCRETE WALLS,SLABS AND BEAMS. LARCH(DF-L)545,:2 OR BETTER.ALL SOLID TIMBER BEAMS AND POSTS THE ENDS OF HEADER JOISTS MORE THAN 6'LONG SHALL BE SUPPORTED BY WINDOWS AND DOORS TO BE SEMCO OR APPROVED EQUAL.GLAZING TO BE E NG) SHOWER/TUB ON TUBS SHALL BE INSULATED AND THE AIR PERMITS,USE TAX,5ALE5 TAX,AND INSPECTION FEES. , PEGIAL INSPECTORS SHALL BE 5-DRY DOUGLAS FIR OR LARCH(DF-L)545,# 1 OR BETTER. FRAMING ANCHORS OR JOIST HANGERS,UNLE55 BEARING ON A BEAM, 3/4"INSULATING GLA55 WITH INSULATED LOE-189 COATING,UNIT U VALUE TO BE TO MEET THE TOTAL UA ALTERNATIVE REQUIREMENTS THE TOTA EXTERIOR WALL BARRIER INSTALLED SEPARATING THEM FROM L BUILDING H N REQUIRED,SHALL BE EMPLOYED BY THE OWNER,ENGINEER PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT PARTITION OR WALL,(IRC.R502.10 4 R502.5) 0.30 MAXIMUM.ALL OPERABLE UNITS TO BE PROVIDED WITH SCREENS.GLAD THERMAL ENVELOPE UA MUST BE LE55 THAN OR EQUAL TO THE TOTAL UA THE SHOWERS AND TUBS. RESPONSIBLE FOR THE DESIGN OR AN AGENT OF THE OWNER,BUT NOT BY THE POSITIONS SHOWN ON THE PLANS AND IN ACCORDANCE WITH AGI 3 18-89. ALL 5TRUGTURAL LOGS SHALL BE SIZED PER PLANS AND GRADED PER COLOR PER OWNER.WINDOWS AND DOORS SHALL BE INSTALLED AND RESULTING FROM USING THE U-FACTORS IN TABLE 402.1,3 THE BUILDING CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. WHERE PROVIDED IN SLABS ON GROUND,REINFORCEMENT SHALL BE TIMBER PRODUCTS INSTITUTE(TPI)LOG PROGRAM TECHNICAL GUIDE DATED 1 GIRDERS AND BEAMS SHALL HAVE 3"MINIMUM BEARING OR WHEN FRAMED FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN SHA TH AIR LL BE GONDIDERED IN COMPLIANCE WITH TABLE 402.1.1 SEE ATTACHED ELEGTRIGAL/PHONE E BARRIER SHALL BE INSTALLED BEHIND ALL MATERIALS,EQUIPMENT AND WORKMANSHIP SHALL BE SUBJECT TOA SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO THE UPPER 1/3 OF THE FEBRUARY,2008 AND IN ACCORDANCE WITH ASTM D-3951.IN LIEU OF A INTO THE SIDE OF A BEAM OR GIRDER,SHALL BE SUPPORTED BY FRAMING INSTALLATION INSTRUCTIONS,WHICH SHALL BE PROVIDED BY THE RESCHECK COMPLIANCE REPORT. BOX ON EXTERIOR ELECTRICAL OR COMMUNICATION BOXES OR AIR SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT, GRADE MARK ON THE MATERIAL,A CERTIFICATE OF INSPECTION A5 TO GRADE ANCHORS OF THE APPROPRIATE SIZE AND CAPACITY.GIRDER AND BEAM MANUFACTURER FOR EACH WINDOW OR DOOR. WALLS SEALED BOXES SHALL BE INSTALLED. ONE YEAR WARRANTY, AND SPECIES MAY BE ACCEPTED. END JOINTS SHALL OCCUR OVER SUPPORTS.WHEN A GIRDER OR BEAM IS FLOOR INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS OR APPROVED ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE II A PORTLAND SPLICED OVER A SUPPORT,AN ADEQUATE TIE SHALL BE PROVIDED. WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" WITH THE UNDERSIDE OF THE 5UBFLOOR DECKING.(IEGG 402.2.7 HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE GEMENT,FIVE-SACK MIX,WITH 5%MINIMUM TO 7%MAXIMUM ENTRAINED AIR AND GLUE LAMINATED BEAMS(GL)SHALL BE AITG STRESS RATED TO ) BUILDING IDENTIFICATION PLACED INA POSITION THAT IS PLAINLY LEGIBLE AND ABOVE THE FINISHED GRADE OR 5URFAGE BELOW,THE LOWEST PART OF THE BOOTS BUILDING THERMAL ENVELOPE SHALL BE VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(IRC R3 1 9.1) 3/4"MAXIMUM STONE AGGREGATE SIZE. CONCRETE SHALL DEVELOP 2,500 P51 COMBINATION SYMBOL 24F-V4 FOR SIMPLE SPANS AND 24F-VS FOR MULTI ENDS OF WOOD GIRDERS OR BEAMS ENTERING EXTERIOR MASONRY OR CLEAR OPENING SHALL BE 24"MINIMUM ABOVE THE FINISHED FLOOR OF THE WALLS ASSOCIAT W SEALED TO THE SUBFLOOR ED ITH CONDITIONED BASEMENTS SHALL BE INSULATED OR DRYWALL. COMPRESSIVE STRENGTH IN 28 DAYS FOR BASEMENT SLABS,3,000 PSI FOR SPANS AND CANTILEVERS,ARCHITECTURAL APPEARANCE GRADE.THE CONCRETE WALLS SHALL BE PROVIDED WITH A 1/2"AIR 5PAGE ON TOP, ROOM IN WHICH THE WINDOW IS LOCATED. FROM THE TOP OF THE BASEMENT WALL DOWN TO THE FOOTING. WALLS AND 3,500 P5I FOR PATIOS,STEPS,GARAGE SLAB AND WEATHER PORTIONS OF GLU-LAMINATED TIMBERS EXPOSED TO WEATHER AND NOT SIDES AND END UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO AN AIR BARRIER SHALL BE INSTALLED ON GENERAL CONTRACTOR 15 To PROVIDE THE OWNER WITH A BOUND COPY OF EXPOSED CONCRETE.MATERIALS USED TO PRODUCE CONCRETE AND TESTING PROPERLY PROTECTED BY A ROOF,EVE OR SIMILAR COVERING SHALL BE DECAY OR PRESSURE PRESERVATIVE TREATED WOOD•15 USED.(IRC R31 1.1 EXCEPTIONS:W ALL INSPECTION REPORTS,BUILDING DEPARTMENT CORRESPONDENCE; THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN PRE55URE TREATED WITH PRESERVATIVE.(IRC 831 1.1.5) ) INDOW5 WH05E OPENING WILL NOT ALLOW A 4"D SPHERE To SLAB ON GRADE FLOORS SHALL BE INSULATED IN ACCORDANCE WITH TABLE FIREPLACE FIREPLACE WALLS.FIREPLAGE5 SHALL HAVE PA55 OR PROTECTED WITH FALL PROTECTION DEVICES THAT COMPLY WITH 402.1.1.THE INSULATION SHALL EXTEND DOWNWARD FROM THE TOP OF THE GASKETED DOORS. EQUIPMENT MANUALS,DATED WARRANTIES AND INSTALLATION 4 MAINTENANCE CHAPTER 3 OF AGI 318 OR AGI 332.CONCRETE SHALL BE PLACED WITH A 4" FIELD GUT ENDS,NOTCHES AND DRILLED HOLES OF PRE55URE ASTM F 2090. SLAB ON THE OUTSIDE OR INSIDE OF THE FOUNDATION WALL.INSULATION INSTRUCTIONS;GERTIFIGATE OF OCCUPANCY,AND LIEN WAIVERS OR MAXIMUM SLUM,SHALL NOT BE PLACED ON FROZEN,MUDDY OR SATURATED PREFABRICATED WOOD MEMBERS SHALL BE OF THE TYPE NOTED ON THE PRESERVATIVE TREATED WOOD SHALL BE TREATED IN THE FIELD IN LOCATED BELOW GRADE SHALL BE EXTENDED UN RELEASES FROM ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR SOIL AND SHALL BE PROTECTED FROM FREEZING FOR 7 DAYS. PLANS AND SHALL BE MICRO-LAM(LVL),TIMBERSTRAND(LSL),PARALLAM ACCORDANCE WITH AWPA M4.(R31 1.1.1) OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPP DER THE SLAB DI OUT ARO VDDINIOO I ICC-40ION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE TO FINAL PAYMENT,THE GENERAL CONTRACTOR SHALL FAMILIARIZE THE ED WITH FROM THE BUILDING.INSULATION EXTENDING AWAY FROM THE BUILDING SHALL PROVISIONS OF ICG-400, (PSL),OR TJI A5 MANUFACTURED BY TRU5-JOIST MACMILLAN OR APPROVED SOLID WOOD DOORS OR SOLID OR HONEYCOMB GORE STEEL DOORS NOT BE PROTECTED BY PAVEMENT OR A MINIMUM OF 10"OF SOIL.THE TOP EDGE OWNER WITH THE OPERATION OF ALL EQUIPMENT AND APPLIANCES AND CONCRETE(OTHER THAN HIGH-EARLY-STRENGTH)SHALL BE MAINTAINED EQUAL.I-JOISTS AND LAMINATED LUMBER SHALL BE INSTALLED IN JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE LE55 THAN 1-3/8"IN THICKNESS,OR 20-MINUTE FIRE-RATED DOORS.OPENIN > CLEARLY LABEL ALL SAFETY VALVES AND CONTROLS FOR THE MAJOR C,5 OF INSULATION INSTALLED BETWEEN THE EXTERIOR WALL AND INTERIOR SLAB IMPORTANT NOTE! L ABOVE 50 DEGREES FAHRENHEIT AND INA MOIST CONDITION FOR AT LEAST ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. SIZE TO SUPPORT THE LOAD,DOUBLED JOISTS THAT ARE SEPARATED TO FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL BE PERMITTED TO BE GUT ATA 45 DEGREE ANGLE.(IEGG 402.2.9) BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSULATION SHALL BE HOUSE SY5TEM5. THE FIRST SEVEN DAYS AFTER PLACEMENT.HIGH EARLY STRENGTH CONCRETE PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID PURPOSES SHALL NOT BE PERMITTED.(IRC 8302.5.1) DEMONSTRATED TO COMPLY WITH THE TESTING OPTION(IEGG 402.4.1.2) N SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN A M015T 5TRUGTURAL INSULATED PANELS(51P)SHALL BE 1 1-1/2"GORE THIGKNE55, BLOCKED WITH 2X_DIMEN510NAL LUMBER SPACED 4'OG. `- MATER{RL SIZES NOTED ON THE PLANS ARE THE MINIMUM AGGEPTABLE.THE UP TO 15 SQUARE FEET OF GLAZED FENESTRATION SHALL BE EXEMPT FROM Z USE OF LARGER SIZE,OR STRONGER MATERIALS IS AGGEPTABLE FOR EASE CONDITION FOR AT LEAST THE FIRST THREE DAYS.FROZEN MATERIALS OR STRESS SKIN PANELS A5 MANUFACTURED BY AGH FOAM TECHNOLOGIES. ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT THE U-FACTOR REQUIREMENTS IN SECTION 402.1.1. IEGG 402 ( 3.3) STALLG OPTION LL B.4.2.1 BUILDING ENVELOPE EIGHTNESS TED ASULATION MATERIALS CONTAINING ICE SHALL NOT BE USED.DURING HOT WEATHER, MANUFACTURER SHALL SUPPLY FABRICATED"SHOP DRAWINGS"FOR THE EACH END OF A HEADER SHALL HAVE A MINIMUM BEARING LENGTH OF 1- LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.(IRC 8303.1) Q OF GONSTRUGTION OR AESTHETICS.VERIFY THE USE OF ALL SUBSTITUTED INSTALLATION SHALL BE GON5IDERED AGGEPTABLE WHEN TESTED AIR `U v MATERIALS WITH THE ENGINEER IC RECORD AND JAKE'S DRAFTING SERYIGE, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS,PRODUCTION METHODS, ENGINEER'S REVIEW AND APPROVAL,SIGNED AND SEALED BY A COLORADO 1/2"FOR THE FULL WIDTH OF THE HEADER.LVL HEADERS SHALL HAVE A ONE SIDE HINGED OPAQUE DOOR A55EMBLY 15 EXEMPT - ED FROM THE U LEAKAGE 15<3 AGH50.TESTING SHALL OGGUR AFTER ROUGH INSPECTION.THE �- HANDLING,PLACING,PROTECTION AND CURING TO PREVENT EXCESSIVE REGISTERED PROFESSIONAL ENGINEER.ALL PANELS SHALL BE INSTALLED IN MINIMUM BEARING LENGTH OF 3"FOR THE FULL WIDTH OF THE HEADER. EXCEPTION 2:THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE FACTOR REQUIREMENT IN SECTION 402,1.1.(IEGG 402.3.4 J INC. ) TESTING AGENCY SHALL BE APPROVED BY THE BUILDING OFFICIAL.(AMENDED CONCRETE TEMPERATURES OR WATER EVAPORATION THAT MAY IMPAIR ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND ASSEMBLY PROVIDE DOUBLED"KING STUDS"AT ALL OPENINGS OVER 10'WIDE. ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE BY TOV)A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED r 2.SITE WORK REQUIRED STRENGTH OR SERYIGE ABILITY OF THE MEMBER OR 5TRUGTURE. REQUIREMENTS. ILLUMINATION OF 6 FOOT CANDLES. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. 0 MINIMUM NAILING SHALL BE AS 5PEGIFIED IN TABLE 2304.9.1 TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL NO ADMIXTURES SHALL BE USED WITHOUT APPROVAL BY THE FOUNDATION CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT PENETRATIONS OF THE BUI N \U r LDI G THERMAL ENVELOPE. CONTENT TOR SHALL PROVIDE NEGE KARY LABOR,MATERIALS AND ENGINEER. WHEN GALLIUM CHLORIDE 15 USED A5 AN ADMIXTURE,NO LUMBER,5TRUGTURAL GLUE-LAMINATED MEMBERS OR I-JOISTS ARE 1.THERMAL AND MOISTURE PROTECTION LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING,WHERE EQUIPMENT TO PERFORM ALL SITE WORK SHOWN OR 5PEGIFIED IN THESE GALVANIZED STEEL SHALL BE PLACED INTO CONCRETE AS REINFORCEMENT, PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,EMERGENCY EGRESS x DOCUMENTS.SEE PLANS BY MARGIN ENGINEERING FOR OFF-SITE UTILITY DURING TESTING c- O REQUIREMENTS INSERTS OR DUCT OR PIPE PENETRATIONS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS AND EQUIPMENT AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM.WHERE a SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A TO INSTALL INSULATION,VAPOR BARRIERS 4 RETARDERS,FLASHINGS, EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED,NOTED"EGRESS 1.EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL ~ DURING GOLD WEATHER,PROVIDE TEMPORARY HEAT A5 REQUIRED TO REGISTERED PROFESSIONAL ENGINEER. WATERPROOFING AND ROOF COVERING A5 DETAILED OR 5PEGIFIED IN REQUIRED"ON THE PLANS,THEY SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" BE CLOSED,BUT NOT SEALED,BEYOND THE INTENDED WEATHERSTRIPPING OR O 'O' `` Q FIELD LOCATE ALL UTILITY LINES PRIOR TO ANY CONSTRUCTION ACTIVITY. PREVENT"FROST DAMAGE"TO ALL FOOTINGS,WALLS,BLABS AND PIERS. THESE DOCUMENTS. ABOVE THE FLOOR.(IRC R310.1) OTHER INFILTRATION CONTROL MEASURES; v PLYWOOD SHEATHING SHALL BE STRUCTURAL 1,C-D,EXT-APA FOR ALL STRIP SITE OF EXISTING TOPSOIL AND STOCKPILE FOR RE-USE IN 1-� CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN 5TRUGTURAL U5E5,MEETING THE MINIMUM APA RATING OR THIGKNE55 NOTED ON THE PLANS. PROVIDE"BARRIER X5"A COMBINATION UNDERDLAB INSULATION(R-5)4 ALL EMERGENCY E5GAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM NET LAND5GAPING, REFER TO SITE PLAN FOR EXTENT OF STRIPPING AND 2.DAMPERS INCLUDING EXHAUST,INTAKE,MAKEUP AIR,BAGKDRAFT AND FLUE - O CONCRETE UNLE55 SUFFICIENTLY COATED TO PREVENT ALUMINUM-CONCRETE ROOF AND FLOOR SHEATHING SHALL BE PLACED WITH THE 8'-0"DIMENSION VAPOR RETARDER INSTALLED PER MANUFACTURER'S INSTRUCTIONS. CLEAR OPENING OF 5.1 SQUARE FEET.(R310.1.1) DAMPERS SHALL BE CLOSED,BUT NOT SEALED BEYOND INTENDED -<( PROPOSED STOCKPILE LOCATION. REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. PERPENDICULAR TO THE FRAMING,STAGGER END JOINTS.PLYWOOD FLOOR PRODUCT MAY BE WRAPPED UP THE WALLS AND USED AS AN EXPANSION INFILTRATION CONTROL MEASURES; Z Z THE SLOPE OF GUT OR FILL SURFACES SHALL BE NO STEEPER THAN 2:1 (50% SHALL BE TONGUE AND GROOVED,AND GLUED AND NAILED AT SUPPORTS. JOINT. EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR - 0 (� SLOPE). CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT AND WALL SHEATHING MAYBE PLACED VERTICAL OR HORIZONTALLY WITH ALL AT CONTRACTORS OPTION R-10 RIGID INSULATION AND 6 MIL VAPOR OPENING OF 5,0 SQUARE FEET. 3,INTERIOR DOORS,IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN; O a LL v BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED HORIZONTAL JOINTS BLOCKED AND EDGE NAILED.NAIL ROOF SHEATHING WITH RETARDER INSTALLED PER MANUFACTURER'S INSTRUCTIONS MAY BE 1 O FIXTURES AND INTO CORNERS OF FORMS. 8D(PENNY)NAILS AT 6"OG AT THE EDGES AND 12"OC IN THE FIELD.NAIL SUBSTITUTED. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES(IRC 310.1.2) 4,EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT d ALL FOOTINGS ARE TO BE PLACED ON FIRM,UNDISTURBED NATURAL SOIL. FLOOR SHEATHING WITH 10D RING SHANKS AT 6"OC AT THE EDGES AND 12" RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; v Z Q (� TOPSOIL,4005E NATURAL SOILS,ALL EXISTING FILL MATERIALS WITHIN THE 5LAB5,FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL OG IN THE FIELD.HIGH FOOT TRAFFIC AREAS SHALL BE SCREWED AT 6"OG. PROVIDE FOAM SILL SEALER BETWEEN TOP OF FOUNDATION WALL AND RIM THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INGHE5(IRC 3 10.1.3) / FOUNDATION EXCAVATIONS SHALL BE REMOVED AND THE FOOTINGS �_ PLANE.ANY STOP IN CONCRETE WORK MUST BE MADE AT A THIRD POINT OF NAIL WALL SHEATHING WITH SD(PENNY)NAILS AT 6"OG AT THE EDGES AND JOIST AND BETWEEN FLOOR SHEATHING 4 SILL PLATES AT ALL EXTERIOR 5.HEATING AND COOLING SY5TEM5,IF INSTALLED AT THE TIME OF THE TEST, V EXTENDED DOWN TO MORE COMPETENT EXISTING SOILS.NOTIFY THE 501E SPAN WITH VERTICAL BULKHEADS,DOWELS AND SHEAR KEYS,UNLE55 12"OG IN THE FIELD. WALLS. EMERGENCY E5GAPE AND RE5GUE OPENING SHALL BE OPERATIONAL FROM SHALL BE TURNED OFF;AND lil Q -1 ENGINEER WHEN EXCAVATION I5 COMPLETED SO THAT CONDITIONS MAY BE L OTHERWISE SHOWN.ALL CONSTRUCTION JOINTS SHALL BE A5 DETAILED OR THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR 5PEGIAL V m INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. REVIEWED BY THE ENGINEER. PROVIDE 1X4 GR055 BRIDGING OR 2X_BLOCKING AT NOT OVER 8'ON A GLA55 OR II VAPOR RETARDERS ARE REQUIRED ON INTERIOR 510E OF KNOWLEDGE.(IRC 310.1.4) 6.5UPPLY AND RETURN REGISTERS,IF INSTALLED AT THE TIME OF THE TEST, WASHED ROCK OR EARTHEN FILL USED TO SUPPORT THE FOUNDATIONS OF CENTER FOR ALL SOLID WOOD JOISTS,UNLE55 BOTH EDGES OF THE MEMBER FRAMED WALLS.(1 405.3) SHALL BE FULLY OPEN. I FLOOR SLABS SHALL BE POURED IN WHOLE OR IN CHECKER PATTERN, ARE HELD IN LINE. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT J ANY BUILDING SHALL BE PLACED IN ACCORDANCE WITH THE 501E AVOIDING RE ENTRANT CORNERS,WITH CONSTRUCTION JOINTS LOCATED SUPPORTS,BEAMS OR BEARING WALLS.PROVIDE SOLID BLOCKING AT 24"OG EXCEPTIONS: BELOW THE ADJACENT GRADE SHALL SHALL BE PROVIDED WITH A WINDOW INVESTIGATION REPORT AND ACCEPTED ENGINEERING PRACTICE. A REPORT NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS UNDER PARTITIONS WHERE PRACTICAL AND WITH NO DIMENSION EXCEEDING THE UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND AT CENTERLINE 1. BASEMENT OR BELOW GRADE PORTION OF ANY WALL. WELL PER IRC SECTION 310.2.AND DETAILS PROVIDED. OF SATISFACTORY PLACEMENT OF FILL,PREPARED BY A QUALIFIED SOIL AND OUTDOOR COMBUSTION AIR.8402.4.2 ENGINEER,SHALL BE REQUIRED. TH15 REPORT SHOULD BE PROVIDED TO THE RECOMMENDATION IN THE SOIL REPORT OF 1 2 FEET,AND A5 SHOWN ON THE OF WALLS RUNNING PERPENDICULAR TO JOISTS.SOLID BLOCKING IN ROOF 2.CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE PLANS. SYSTEMS SHALL NOT INTERFERE WITH COLD ROOF VENTILATION. THE MATERIAL. EMERGENCY ESCAPE WINDOWS UNDER DECKS AND PORCHES ARE ALLOWED WINDOWS,SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR Job # 1 4.01 5 BUILDING INSPECTOR AT THE TIME OF FOOTING INSPECTION. PROVIDED THE LOCATION ALLOWS THE WINDOW TO BE FULLY OPENED AND INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT AND 9- CONCRETE FINISH SHALL BE STEEL TROWELED FOR INTERIOR FLOOR 5LAB5 ALL SOLID WOOD OR STEEL COLUMN SUPPORTS SHALL BE CONTINUOUS INSULATION MATERIALS,INCLUDING FACINGS SUCH AS VAPOR RETARDERS PROVIDES A PATH NOT LE55 THAN 36"IN HEIGHT TOA YARD OR COURT.(IRC / ALL FOOTING HORIZONTAL LOCATIONS AND BEARING ELEVATIONS SHOWN SWINGING DOORS NOT MORE THAN 0.5 GFM PER SQUARE FOOT.(IEGG 402.4.3) File 1 401 55PE4 ARE TO BE ADHERED TO AND SHALL BE VERIFIED IN THE FIELD WITH ACTUAL AND BROOM FINISH FOR EXTERIOR WALKS. VERIFY WITH OWNER LOCATION THROUGH FRAMING AND SHALL BEAR DIRECTLY ON ANOTHER COLUMN OR OR VAPOR PERMEABLE MEMBRANES SHALL HAVE A FLAME SPREAD RATING 8310.5) = AREA AND EXTENTS OF OPTIONAL 3/8"EXPOSED AGGREGATE 5URFAGE. 6X6 BEAM OR OTHERWISE TRANSFERRED TO THE FOUNDATION.MULTIPLE STUD NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450.(IRC EXCEPTIONS:SITE BUILT WINDOWS,SKYLIGHTS AND DOORS nate 2 2 JULY 14 CONDITIONS BY THE CONTRACTOR AND WITH THE APPROVAL OF THE - 1 OX 10-(2.9 X 2.9)WOVEN WIRE FABRIC(WWF)IS RECOMMENDED FOR COLUMNS MAY BEAR DIRECTLY ON A WALL PLATE IF PROVIDED WITH FULL 8302.10) SEE IRC SECTION 8308.4 FOR HAZARDOUS LOCATIONS WHERE SAFETY Drawn KA ENGINEER AND THE OWNER.DEVIATIONS FROM THE HORIZONTAL LOCATION IN5LAB RADIANT HEAT AND ALL EXTERIOR 5LAB5. FIBROUS MESH WIDTH BLOCKING THROUGH FRAMING SYSTEM. GLAZING 15 REQUIRED. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE OR VERTICAL DATUM SHOWN MAY REQUIRE ADDITIONAL REVIEW BY THE REINFORCEMENT 15 AGGEPTABLE FOR INTERIOR 5LAB5 ONLY,WITHOUT SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN GONDITIONEN AND Checked JMH TOWN OF VAIL DESIGN REVIEW BOARD FOR SUBSTANTIAL CONFORMANCE. EXCEPTIONS: APPROVAL OF THE ENGINEER. DRAFT5TOPPING MATERIALS SHALL BE NOT LE55 THAN 1/2 INCH GYPSUM 1.WHEN SUCH MATERIALS ARE INSTALLED IN CONGEALED SPAGE5 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH IRC SECTION 308.6. UNCONDITIONED SPAGE5,SHALL BE IC RATED 4 LABELED A5 MEETING ASTM E Rel'd 2 2 JULY 1 4 BOARD,3/8"WOOD 5TRUGTURAL PANELS OR OTHER APPROVED MATERIALS PROVIDING THE THE PAGING IS INSTALLED IN SUBSTANTIAL CONTACT WITH 283 AND SEALED W/A GASKET OR CAULK BETWEEN THE HOUSING AND WALL IL CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE Rexed 4.MASONRY ADEQUATELY SUPPORTED. MBERS.(IRC R G SHALL BE INSTALLED PARALLEL THE 5URFAGE OF THE FINISH. 9.FINI5HE5 OR CEILING COVERING.(IEGG 402.4.5) ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4' WHERE TO THE FLOOR FRAMING MEMBERS.(IRC 8502.12.1) 2.CELLULOSE LOOSE-FILL INSULATION MASONRY VENEER IS USED AND 6"ELSEWHERE. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO FINISH GONTRAGTOR SHALL PROVIDE NEGE55ARY LABOR,MATERIALS AND SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.ALL (n PROVIDE FOUNDATION PERIMETER DRAINAGE SYSTEM PER IBC SECTION EQUIPMENT TO LAY UP MASONRY A5 SHOWN OR 5PEGIFIED IN THESE FIRE BLOCKS SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT FOAM PLASTIC INSULATION SHALL COMPLY WITH IRC 8316.1 UNLE55 ROOMS AND BUILDING EXTERIOR A5 DETAILED,SCHEDULED AND/OR OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6.(R 403.2.1) 1- 1805.4.2 AND DETAILS PROVIDED. DOGUM N 5.ALL WORK SHALL BE PLUMB,SQUARE AND TRUE WITH FILLED OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM EFFECTIVE FIRE OTHERWISE ALLOWED IN SECTION 831 6S OR 8316.6,FOAM PLA5TIG SHALL 5PEGIFIED IN THESE DOCUMENTS. JOINTS. BARRIERS BETWEEN STORIES AND BETWEEN THE TOP STORY AND THE ROOF BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY AN APPROVED EXCEPTIONS:DUGT5 OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE SPACE.(IRC R602.8) THERMAL BARRIER OF MINIMUM 1/2 INCH GYPSUM WALLBOARD OR AN ALL CONSTRUCTION ADHESIVES AND CAULK SHALL BE LOW VOC(<70 G/L). THE BUILDING THERMAL ENVELOPE. 0p11111111f►I//j� FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPAGE5 4 PROVIDE STONE VENEER WITH SAND STONE GAP AT LOCATIONS NOTED ON FLOORS BELOW GRADE SHALL BE DAMP-PROOFED FROM THE TOP OF THE PLANS,INSTALLED PER SECTION 1405.1.EXTERIOR ADHERED MASONRY APPROVED THERMAL BARRIER.(IRC 8316,4) ��'���� REGIS �,/// sheet Number FOOTING TO FINISHED GRADE PER SECTION 1805.2 WITH BITUMINOUS COATING ROOFING MATERIAL SHALL BE LISTED AND IDENTIFIED A5 GLA55 A.MATERIAL .��,Qcv°•••••rFipF4// N APPLIED PER MANUFACTURER' MA50 RY VENEERISHALL HAD E A MAX MIM WEIGHT OF 20 P5�R DD HARE BE THE THERMAL BARRIER 15 NOT REQUIRED WHEN WHEN THE FOAM PLA5TIG 15 TO BE OWENS CORNING"OAKRIDGE"OR GAF"GRAND CANYON" N DRIFTWOOD �L R JC••O 5 INSTRUCTIONS,OR WATERPROOFED FROM ` O •�' c L • THE TOP OF THE FOOTING TO FINISHED GRADE PER SECTION 1805.3 WITH A 6 IN A ROOF A55EMBLY AND SEPARATED FROM THE INTERIOR BY T4G WOOD GARY OR 29 GAUGE STEEL STANDING SEAM ROOFING COLOR 'RUSTED. TRIM {7N I.`' MIL PVC,OR POLYETHYLENE MEMBRANE;40 MIL POLYMER MODIFIED INSTALLED PER SECTION 1405.10.LIGHT WEIGHT SYNTHETIC STONE VENEER PLANKS OR WOOD 5TRUGTURAL PANEL SHEATHING.(IRC R316.5.2) TO BE X6 WESTERN RED CEDAR,STAIN COLOR"OXFORD BROWN".ADHERED ' v°`' • � G101 N ASPHALT OR 60 MIL SOLVENT FREE LIQUID APPLIED SYNTHETIC RUBBER.ALL SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.WHERE THE SYNTHETIC/ANCHORED MASONRY STONE VENEER WITH SAND STONE GAP, �3®g6 a w ��'� Z INTERIOR ADHERED MASONRY VENEER 15 SUPPORTED BY WOOD MATERIAL TELLURIDE STONE"GRAYSTONE ALL FINISHES SHALL BE INSTALLED �Z • ` N JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED. CONSTRUCTION,THE SUPPORTING MEMBERS SHALL ARE DESIGNED PER IBC PER MANUFACTURER'S INSTRUCTIONS. .F •°•�` �� /i/ D�. °•.•••9 ��1� OUNDATION GRADE BITUTHANE"OR"RUBBER WALL"ARE AGGEPTABLE ///U�F'{,i ..��1���` r PRODUCTS. SECTION 1405.10 TO SUPPORT THE ADDITIONAL LOAD OF THE INTERIOR VENEER AND LIMIT DEFLECTION AND SHRINKAGE TO 1/600 of THE SPAN OF VERIFY WITH THE OWNER,EXACT FINISHES NOT NOTED oR 5PEGIFIED HEREIN. 'I1i,, ►>�N1r SHEET 3 O� 2 5 THE SUPPORTING MEMBERS. 5'r (,G 'Q(I (��L .