HomeMy WebLinkAboutPLANS 2 - 20-00172 - 4300 W Ruby St - New SFR - CancelledA NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID 0T-127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES TITLE
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A0.027 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES GENERAL NOTESREVISIONS
CODE REF.
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PROVIDE CONTINUOUS 5/8" TYPE "X" GYP. BD. AT ALL SURFACES BENEATH ALL STAIR CONDITIONS (1 HR. FIRE RATING).2 ALL MECHANICAL SHAFTS SHALL HAVE MIN. 1 HR. FIRE RATING TRUE MASONRY FIREPLACES SHALL BE CONSTRUCTED AS TO ASSURE THAT COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MA TERIAL SHALL NOT BE PLACED WITH IN 6" OF THE FIREPLACE OPENING.NO SUCH COMBUSTIBLE MATERIAL WITHIN 12" OF THE FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8" FOR EACH 1" DISTANCE FROM SUCH AN OPENING.TRUE MASONRY FIREPLACES SHALL BE CONSTRUCTED AS TO ASSURE THAT ALL MASONRY AND CONCRETE CHIMNEYS SHALL BE ANCHORED AT EACH FLOOR, CEILING LINE, OR ROOF LINE MORE THAN 6 FEET ABOVE GRADE, EXCEPT WHERE CHIMNEY IS CONSTRUCTED COMPLETELY WITHIN THE EXTERIOR WALLS OF THE BUILDING. ANCHORAGE SHALL CONSIST OF TWO 3/16" X 1" STEEL STRAPS EMBEDDED A MIN 12' INTO CHIMNEY. STRAPS SHALL BE HOOKED AROUND THE OUTER BARS AND EXTEND 6" BEYOND THE BEND. EACH STRAP SHALL BE FASTENED TO A MIN OF 4 FLOOR JOISTS, CEILING JOISTS, OR RAFTERS WITH TWO ½" LAG BOLTS EACH FRAMING MEMBER.CHIMNEYS SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10',BUT SHALL NOT BE LESS THAN 3' ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF.GAS LOGS AND FIRE PLACE UNITS SHALL BE PROVIDED WITH A SHUTOFF VALVE, LOCATED OUTSIDE OF THE FIREBOX AND WITHIN 6 FEET OF THE APPLIANCE. IF APPLIANCE HAS A GAS LOG LIGHTER, FLUE MUST BE PERMANENTLY BLOC KED OPEN. ALL GAS LO GS, GAS LOG LIGHTERS AND/OR GAS FIREPLACES REQUIRE OUTSIDE COMBUSTION AIR. ALL FLUES MUST MEET MIN.REQUIREMENTS OF 1 SQ. IN. PER 1000 BTU'S OF PERMANENTLY BLOCKED OPEN AREA. ALL ROOMS WHERE THESE APPLIANCES ARE INSTALLED MUST EQUAL 50 CUBIC FEET OF VOLUME FOR EACH 1000 BTU'S FOR EACH APPLIANCE, IN ADDITION TO TH E REQUIRED OUTSIDE COMBUSTIBLE AIR.CARPORTS NOT OPEN ON AT LEAST TWO SIDES SHALL BE CONSIDERED A GARAGE AND SHALL COMPLY WITH THE FIRE SEPARATION REQUIREMENTS OF A GARAGE.
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3 IRC R1003.18 4 IRC R1003.4 5 IRC G24275.3 6 IRC G2420 7 IRC R309.2 1 USE APPROPRIATE SIMPSON C.C. CONNECTORS AT ALL COLUMN/BEAM CONDITIONS, U.N.O.USE APPROPRIATE SIMPSON C.B. CONNECTORS AT ALL COLUMN BASE CONDITIONS, U.N.O USE SIMPSON A35 ANCHORS AT 32" O.C. AT ALL FLOOR JOIST/BRG. WALL CONDITIONS.USE SIMPSON A35 ANCHORS AT EACH RO OF JOIST/BRG. WALL CONNECTION TYP.AS REQUIRED CONTRACTOR TO OBTAIN SPECIAL INSPECTION FOR ALL FIELD WELDING AND HIGH STRENGTH BOLTING, AND IS RESPONSIBLE FOR ALL SUCH COORDINATION OF SPECIAL INSPECTION WITH RELATED TRADES.CONTRACTOR TO ASSURE A MIN 3/4" DIA. FOUNDATION ANCH OR BOLTS EMBEDDED MIN 7" INTO CONCRETE. PROVIDE MIN 2" X 2" X 3/16" SQUARE PL WASHERS FOR EACH BOLT RE: SHEARWALL SCHEDULE FOR ACTUAL BOLT SIZE AND PLACEMENT REQUIRED.CONTRACTOR TO PROVIDE HURRICANE TIES ON ALL ROOF RAFTERS AND TRUSSES.2 3 4 5 6 7 ALL EXPOSED FLASHING, COUN TER FLASHING, DRIP FLASHING, ETC. TO BE METAL AS APPLICABLE, ALL VERTICAL SIDING IS TO RECEIVE HORIZONTAL BLOCKING AT 2'-0"O.C.BENEATH SHEA THING AND AS PER STRUCTURAL.MASONRY VENEER INSTALLATION AND CONSTR UCTION SHALL COORDINATE WITH STANDARD CONSTRUCTION DETAILS, STRUCTURAL SEISMIC PROVISIONS AND SHALL MEET THE FOLLOWING REQUIREMENTS: MASONRY VENEERS SHALL BE SU PPORTED ON FOUNDATIONS, STEEL LINTELS OR OTHER APPROVED MATERIALS AS PER INTERNATIONAL RESIDENTIAL CODE.THE VENEER SHALL BE SEPARATED FROM THE SHEATHING BY AN AIR SPACE OF A MINIMUM OF 1 INCH, BUT NOT MORE THAN INDUSTRY STANDARDS. OTHERWISE PROVIDE APPROVED MEMBRANE PER IRC TABLE R703.4 NOTE M. THE AIR SPACE BETWEEN THE VENEER AND THE SHEATHING MAY BE FILLED WITH GROUT OR MORTAR AS LONG AS THE SHEATHING IS COVERED WITH AN APPROVED WEATHER RESISTANT MEMBRANE. ANCHORAGE SIZE & SPACING IF STRAND WIRE, SHALL NOT BE LESS IN THICKNESS THAN NO. 9 U.S. GAGE WIRE & SHALL HAVE A HOOD EMBEDDED IN THE MORTAR JOINT, OR IF SHEET METAL, SHALL BE NOT LESS THAN NO. 22 U.S. GAGE X 7/8 INCH CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCH ES ON CENTER HORIZONTALLY AND SHALL SUPPORT NOT MORE THAN 2.67 SQUARE FEET OF WALL AREA. MASONRY VENEERS ABOVE OPENIN GS SHALL BE SUPPORTED ON LINTELS OF NON-COMBUSTABLE MATERIALS. THE SPAN SHALL NOT EXCEED THE VALUES AS SET FORTH IN TABLE R703.7.3 OF THE IRC THE LINTELS SHALL HAVE A LENGTH OF BEARING OF NOT LESS THAN 4 INCHES. FLASHING SHALL BE LOCATED BENEATH THE FIRST COURSE OF MASONRY ABOVE FINISHED GROUND LEVEL, ABOVE THE FOUNDATION WALL, OR SLAB AND ALL OTHER POINTS OF SUPPORT. FLASHING SHALL BE PROVIDED AT LOCATIONS IN THE EXTERIOR WALL ENVELOPE AS REQUIRED TO PREVENT ENTRY OF WATER INTO THE BUILDING. IN SEISMIC CATEGORY OTHER THAN A, B OR C ALL STONE AND MASONRY VENEERS INSTALLED OVER A BACKING OF WOOD OR COLD-FORMED STEEL SHALL NOT EXCEED 5 INCHES IN THICKNESS. SEE STRUCTURAL FOR SEISMIC CATEGORY. MASONRY HEIGHT SHALL BE LIMITED PER 703 EXCEPTIONS. IN CATEGORY D1, MASONR Y VENEER SHALL NOT EXCEED 20' ABOVE THE FOUNDATION WITH AN ADDITIONAL 8' PERMIT TED FOR GABLED ENDS AND WHERE THE LOWER 10' MAX. HAS A BACKING OF CONCRETE OR MA SONRY, AN ADDITIONAL 10' IN HEIGHT IS PERMITTED. PROVIDE BRACED WALLS AND HOLD DOWN CONNECTORS AS REQUIRED. PROVIDE WEATHER RESISTANT SHEATHING PAPER AS REQUIRED UNDER ALL STONE OR BRICK VENEER ON STUDS OR SHEATHING. EXCEPTIONS: IN SEISMIC DESIGN CATEGO RY D1 OR D2 & IN WIND AREAS OF MORE THAN 30 POUNDS PER SQUARE FOOT, EACH TIE SHALL SUPPORT NOT MORE THAN 2 SQUARE FEET OF WALL AREA. ADDITIONAL METAL TIES SHALL BE PROVIDED AROUND ALL WALL OPENINGS GREATER THAN 16 INCHES IN EITHER DIMENSION. METAL TIES AROUND THE PERIMETER OF OPENINGS SHALL BE SPACED NOT MORE THAN 3 FE ET ON CENTER & PLACED WITHIN 12 INCHES OF THE WALL OPENING. WEEPHOLES SHALL BE PROVIDED IN THE OUTSIDE OF MASONRY WALLS AT A MAXIMUM SPACING OF 33 INCHES ON CENTER. WEEPHOLES SHALL BE NOT LESS THAN 3/16 INCH IN DIAMETER. WEEPHOLES SHALL BE LOCATED IMMEDIATELY ABOVE THE FLASHING. MASONRY VENEERS SHALL BE ANCHORED TO THE SUPP ORTING WALL WITH CORROSION RESISTANT METAL TIES. WHERE VENEER IS ANCHORED TO WOOD BACKINGS THROUGH THE USE OF CORRUGATED SHEET METAL TIES THE DISTAN CE SEPARATING THE VENEER FROM THE SHEATHING SHALL BE A MAXIMUM OF 1 INCH. WH ERE STRAND WIRE IS USED FOR ANCHORAGE THE DISTANCE SEPARATING THE VENEER FROM THE SHEATHING SHALL BE A MAXIMUM OF 4 1/2 INCHES.1 2 3 IRC TABLE R703.4 FOOTNOTE JIRC R1001 IRC R1003 IRC R703.7.2 IRC R703.7.4.2 IRC R703.7.4.3 IRC R703.7.4.1 IRC R703.7.3 IRC R703.8 IRC R703.7.5 IRC R703.7 IRC R703.7 (EXCEPTIONS 3&4)IRC R301 IRC TABLE R703.4 IRC R703.7.4.1 (EXCEPTION)IRC R703.7.4.1.1 IRC R703.7.6 IRC R703.7.4
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A0.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES GENERAL NOTESREVISIONS
CODE REF.
NO
.
DESCRIPTION
SI
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1LEGEND
M E W SS SD
METER ELECTRICAL BOX WATER HOOKUP SANITARY SEWER HOOKUP STORM DRAINEGWSSSD LOD SILT FENCEEGWSSSDELECTRICAL LINE GAS LINE WATER LINE SANITARY SEWER STORM DRAIN PROPERTY LINE EASEMENT LINE LIMITS OF DISTURBANCE (LOD)SILT FENCE EXISTING CONTOUR NEW FINISH GRADEEGWSSSDLODLODSILT FENCE 7 0 00 CONTRACTOR TO ASSURE THAT ALL STRUCTURAL FILL IN DRIVEWAYS AND/OR AT STRUCTURE AS REQ. IS COMPACTED TO 95% OF MODIFIED PROCTOR & INSTALLED IN MAX 12" LIFTS.SPECIAL INSPECTION IS REQUIRED BY A LICENS ED GEOTECHNICAL ENGI NEER (AS APPROVED BY LOCAL MUNICIPALITY AND UPWALL DESIGN) FOR ALL BOULDER RETAINING WALLS IN EXCESS OF 4"-0" IN HEIGHT.CONTRACTOR TO OBTAIN REQUIRED SOIL TESTING FROM A CERTIFIED TESTING AGENCY PRIOR TO PERFORMING CONCRETE FOOTING AND FOUNDATION WORK AS REQUIRED BY THE BUILDING OFFICIAL.CONTRACTOR TO ENSURE THAT EXISTING GRADE IS MODIFIED AS REQUIRED TO MAINTAIN CONTINUOUS DRAINAGE AWAY FROM STRUCTURE AT ALL POINTS TO A PUBLIC WAY TO ASSURE THAT NO DRAINAGE IS ALLOWED TO FL OW ONTO ANY ADJACENT PROPERTIES.CONTRACTOR TO FIELD VERIFY LOCATI ON OF UTILITY LINES AS REQUIRED.GRADE SHALL FALL AWAY FROM HOUSE A MIN. OF 6" IN THE FIRST 10'.CONTRACTOR TO FIELD VERIFY ALL GRAD E HEIGHTS W/ EXISTING CONDITIONS.CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.2 3 IRC R401.4.1 4 5 IRC R401.3 6 7 8 ORGANIC MATERIAL WILL EITHER BE CHIPPED AND USED ON SITE OR HAULED AWAY TO AN APPROVED DISPOSAL AREA.ALL CONSTRUCTION MATERIAL STORAGE WILL BE WITHIN THE FENCED L.O.D. DESIGNATED ON THE ATTACHED SITE PLAN.ALL FOOTINGS TO BEAR ON UNDI STURBED SOIL OR ENGINEERED COMPACTED FILL (CERTIFIED 90 % BY A LICENSED CIVIL ENGINEER) TYPICAL FOOTING TO BE A MINIMUM OF 48" BELOW GRADE.SIZE AND REINFORCEMENT AS PER FOOTING SCHEDULE.FOUNDATION WALL TO BE 8" THICK AS PER PLANS. (U.N.O.) TOP OF WALL TO BE A MINIMUM OF 6"ABOVE GRADE. PROVIDE "TUFF-N-DRI" (O.A.E.) POLYMER MODIFIED ASPHALT SPRAYED MEMBRANE ON FND. WITH "WARM-N-DRI" (O.A.E.) 3/4" DRAINAGE BOARD APPLIED TO MEMBRANE AT EXTERIOR FOUNDATION WALLS BELOW FINI SH GRADE AT HABITUAL SPACES. PROVIDE PREFABRICATED GEOCOMPOSITE STRIP DRAIN AROUND PERIMETER OF STRUCTURE AS PER PLANS. DRAIN TO BE ECODRAIN-D5" (O.A.E.) INSTALLED AS PER MFG. AND DETAILS. DRAIN TO DAYLIGHT. CONTRACTOR TO CONTACT ARCHITECT IF WATE R IS ENCOUNTERED DURING CONSTRUCTION. PROVIDE 2" RIGID INSULATION AT INSIDE FACE OF FOUNDATION BELOW FLOOR SLAB WHERE EXPOSED TO EXTERIOR.GARAGE FLOOR TO BE 6" CONCRETE SLAB REINFORCED WITH 6" X 6" W1.4 X W1.4 W.W.M. OVER MINIMUM 4" COMPACTED GRAVEL.BASEMENT FLOOR TO BE A 6" CONCRETE SLAB REINFORCED WITH A 6" X 6" W1.4 XW1.4 W.W.M.OVER 5/16" "ULTRA CONCRETE BARRIER rFOIL" (INSTALLED AS PER MANUFACTURE) OVER 4"COMPACTED GRAVEL. COORDINATE WITH HVAC CONTRACTOR FOR IN FLOOR RADIANT HEATING SYSTEM OR BELOW GRAD E WORK AS PER PLANS. PROVIDE 2 X 4 @ 16" O/C (LAID FLAT)PRESSURE TREATED SLEEPERS IN CONCRETE SLAB WHERE ALL WOOD FINISHED FLOORING OCCURS.PATIO TO BE 6" CONCRETE SLAB OVER MINIMU M 4" COMPACTED GRAVEL. SLOPE MINIMUM OF 1/8"PER FOOT TO DRAIN AWAY FROM BUILDING. PR OVIDE TURNED DOWN GRADE BEAM AT EDGES.DOWEL SLAB INTO FOUNDATION WALLS WITH # 4 @ 24" O/C IN SEISMIC DESIGN CATEGORIES D1 AND D2, INTERIOR FOOTINGS SUPPORTING BEARING OR BRACING WALLS AND CAST MONOLITHICALLY WITH A SLAB ON GRADE SHALL EXTEND TO A DEPTH NOT LESS THAN 18" BE LOW THE TOP OF THE SLAB.ALL BALCONIES, LANDINGS, DECKS, AND SIMI LAR SURFACES EXPOSED TO WEATHER TO HAVE APPROP. MOISTURE-PROOFING, AND ARE TO SLOP E AWAY FROM STRUCTURE AT A MIN. OF 1/4"PER 12".PRIOR TO FINAL INSPECTION PROVIDE A SOILS REPORT FOR REGRADE AREAS STEEPER THAN 2:1 SLOPE.SURFACE WATER SHALL DRAIN AWAY FROM THE HOUSE AT ALL POINTS. DIRECT THE DRAINAGE WATER TO THE STREET OR TO AN APPROVED DRAINAGE COURSE, BUT NOT ONTO NEIGHBORING PROPERTIES. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. IRC R401.3910 11 IRC R403 12 IRC R402.2 IRC R405.1 13 14 15 16 17 IRC R403.1.4.2 18 19 ALL TREES THAT ARE TO BE REMOVED ARE SHOWN ON THE SITE PLAN. NO ADDITIONAL TREE REMOVAL OR THINNING SHALL BE DONE.SIZE GAS SERVICE AS REQUIRED.CONTRACTOR TO FIELD VERIFY ROAD LOCATION AND GRADES W/ EXISTING CONDITIONS AND PROVIDE MINIMAL DISTURBANCE AND TREE LOSS.20 21 22
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A1.027 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES SITE GENERAL NOTESREVISIONS
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A1.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES SITE PLAN0'10'20'5'2.5'PLAN SCALE: 1" = 10'-0"SITESITE GENERAL NOTES 1
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FROM THE HOUSE AT ALL POINTS.DIRECT THE DRAINAGE WATER TO THE ST REET OR TO AN APPROVED DRAINAGE COURSE, BUT NOT ONTO NE IGHBORING PROPERTIES. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FT. (IRC R401.3).5
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A2.027 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES 1/4" MAIN LEVEL PLANKEYNOTESNUMBER
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MAIN LEVEL 112' - 0"ASPHALTIC SHINGLE ROOF STUCCO BRICK WAINSCOTTMETAL CHIMNEY CAP 12 X 12 TIMBER POST
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3 A3.3A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A3.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES 1/4" ELEVATIONREVISIONS0'4'8'2'1'ELEVATION SCALE: 1/4" = 1'-0"CFRONT 0'4'8'2'1'ELEVATION SCALE: 1/4" = 1'-0"DWEST
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MAIN LEVEL 112' - 0"12 X 12 TIMBER POST VINYL SIDINGASPHALT SHINGLE ROOFING
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A3.227 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES 1/4" ELEVATION0'4'8'2'1'ELEVATION SCALE: 1/4" = 1'-0"AREARREVISIONS 0'4'8'2'1'ELEVATION SCALE: 1/4" = 1'-0"BSIDE
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A3.327 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES 1/4" SECTIONKEYNOTESNUMBER
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. STANDING SEAM EAVE FLASHING 6 A.P.A. RATED O.S.B. ROOF SHTG. RE:STRUCT FOR THICKNESS NAILING SPACING.7 JOIST FRAMING AS SHOWN. REF. FRAMING PLANS. INSTALL JOISTS,HANGERS, STIFFENERS AND BLOC KING AS PER MANUF. SPECS.8INSTALL BITUMINOUS ICE AND WATER SHIELD PRODUCT CONT. AT ALL PERIMETER CONDITIONS IN FROM EXTERI OR WALL MIN. 3'-0", AT ALL VALLEY AND RIDGE COND. AND AT ALL WALL / ROOF CONDITIONS - EXTEND UP WALL MIN. OF 3'-0".112x6 FRAMING AT 16" O.C. MIN. W/ 7/16" APA RATED WAFER BD. REF. SHEAR WALL DESIGNATIONS AND SHEAR WALL SCHEDULE FOR NAILING REQUIERMENTS.18VENT CRAWL SPACE AS PER IRC R408. 1:1,500 W/ 4 MIL VISQUEEN AND AT LEAST ONE VENT ON EACH SIDE OF CRAWL SPAC E FOR CROSS-VENTILATION.22 PROVIDE INSULATION IN ALL FLOO R SPACES OVER UNHEATED AREAS ACCORDING TO A0.0.24 FIREBOX INSERT (ICC #2578) W/ ZERO CLEARANCE METAL FLUE SYSTEM INSTALL AS PER MANUF. SPECS.29CONCRETE FOOTING. RE F. FOOTING AND FOUNDATION SCHEDULE. NOTE:ASSURE ALL FOOTINGS ARE ESTABLIS HED ON UNDISTURBED NATIVE SOIL CONDITIONS.32
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MATERIALS SHAKE SHINGLE GREEN ROOF SYSTEM WALL BELOW STANDING SEAM METAL ROOFING (STANDING SEAM COPPER TO BE 12 GAUGE & SEAMS SHALL BE 12" O.C.)GENERAL NOTES SYMBOLS A1011NUMBER SHEET AA LEVEL ELEVATIONEL: ####'-#"LEVEL1A101NUMBERSHEET UNVENTED ROOF PROVISIONS PER R806.4
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ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE.
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AN R-VALUE OF R-25 IN CLIMATE ZONE 6 FOR CONDENSATION CONTROL.
5.3. AIR-IMPERMEABLE AND AI R-PERMEABLE IN SULATION. THE AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH
THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING WITH AN R-VALUE OF R-25 IN CLIMATE ZONE 6 FOR CONDENSATION
CONTROL THE AIR-PERM EABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION.
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LENGTH (INCHES)GRADEEXPOSURE (INCHES)4:12 PITCH OR STEEPER 18 24 18 24 18 24 18 24 18 24NO. 1 NO. 2 NO. 2 NO. 2 NO. 2NO. 1 NO. 1 NO. 1 NO. 1 NO. 17 1/2 7 1/2 7 1/2 7 1/2 7 1/210a10a10a5 1/25 1/2
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a. FOR 24-INCH BY 3/8-INCH HAND SPLIT SHAKES, THE MAXIMUM EXPOSURE IS 7 1/2 INCHES b. ALL SHAKES SHALL BE FIRE RETARDANT TREATED. SHAKE SHALL HAVE UNDERLAYMENT BETWEEN COURSES AS PER IRC R905 AND MANUFACTURER
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A4.027 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES ROOF NOTESREVISIONS
FIELD VERIFY DIMENSIONS AND T.O.P. W/ FLOOR PLANS AND ELEVATIONS ALL ROOF PENETRATIONS, INCLUDING PLUMBING AND MECHANICAL VENTS ARE TO BE GROUPED INTO A FALS STONE FACED CHIMNEY.PROVIDE CONCEALED ROOF HEATING SYSTEM UNDER COLD ROOF CONDITIONS. VALLEYS, CRICKETS, RADIUS INTERSECTIONS, AND PEDESTRIAN AREAS. CONSULT W/ ARCHITECT & ELECTRICTIAN CONTRACTOR TO ENSURE ADEQUATE INSTALLATION OF HEAT TAPE AT ALL DRAINS, DOWNSPOUTS, & GUTTER LOCATIONS ROOFING CONTRACTOR TO INSTALL STOW-STOP SYSTEM ON ALL ROOFS THAT SHED ONTO PATIOS, DECKS, DRIVEWAYS, OR ANY OTHER POTENTIALLY HAZARDOUS AREAS STANDING SEAM METAL ROOF50 YR ASPHALTIC SHINGLE
2 A3
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A4.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES ROOF PLAN 0'8'16'4'2'PLAN SCALE: 1/4" = 1'-0"ROOFREVISIONS
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A6.027 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES DOOR SCHEDULE &DETAILS
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NOTE WHEN APPLICABLE, ALL ARCHITECTURAL GLASS TO HAVE PROTECTIVE COATING ON THE TREATED SI DE OF GLASS. DOOR STOPS TO BE ON THE INSIDE OF THE DOOR
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DESCRIPTION CODE IRC R308 IRC R308.4 (EXCEPTIONS)IRC R308.4 (1,2,3,5,6)IRC R308.4 (5)IRC R308.4 (7)IRC R308.4 (3)IRC R308.4 (4)IRC R308.4 (5)1. SAFETY GLAZING SHALL BE INSTALLED IN HAZARDOUS LOCATIONS AND SHALL MEET THE FOLLOWING REQUIREMENTS: EACH PANE OF GLASS INSTALLED IN HAZARDOUS LOCATIONS SHALL BE PERMANENTLY IDENTIFIED BY MANUFACTURER, DESIGNATING THE TYPE, THICKNESS AND SAFETY GLAZING STANDARD. THE LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC FIRED, OR EMBOSSED ON GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED. PROVIDE SAFETY GLAZING IN ALL DOORS INCLUDING SIDE HINGED DOORS, SLIDING DOORS, SLIDING PANELS, BIFOLD DOORS, STORM DOORS, FIXED, OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPO SED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. PROVIDE SAFETY GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMP ARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING OR WALKING SURFACE. PROVIDE SAFETY GLAZING IN FIXED OR OPERABLE PANELS THAT MEETS ALL OF THE FOLLOWING CONDITIONS: AREAS GREATER THAN 9 SQ. FT., BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR, TOP EDGE GREATER THAN 36" ABOVE FLOOR, AND WITHIN 36" OF A WALKING SURFACE. PROVIDE SAFETY GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT. PROVIDE SAFETY GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING POOLS OR HOT TUBS WHERE THE BOTTOM EDGE OF THE POOL OR SPA GLASS IS LESS THAN 60" ABOVE THE WALKING SURFACE. PROVIDE SAFETY GLAZING IN WALLS ENCLOS ING STAIRWAY LANDINGS OR WITHIN 36" OF THE TOP OR BOTTOM OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60" ABOVE A STANDING OR WALKING SURFACE.2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: BASEMENTS WITH HABITABLE SPACES SH ALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE WINDOW OR DO OR OR ACCESS TO AN ADJOINING BEDROOM WITH AN EMERGENCY ESCAPE AND RESCUE WINDOW. BASEMENTS WITH SLEEPING ROOMS SHALL EACH HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE WINDOW OR DOOR. ALL EMERGENCY OPENINGS SHALL HAVE A MI NIMUM NET CLEAR OPENING AREA OF 5.7 SQ. FT. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". EMERGENCY OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. WINDOW SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR. OPENINGS WITH A FINISHED SILL HEIGHT BELO W THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL. WINDOW WELLS REQUIRED FOR ESCAPE OR RESCUE SHALL HAVE HORIZONTAL DIMENSIONS THAT ALLOW THE DOOR OR WINDOW TO BE FULLY OPENED. THE HORIZONTAL DIMENSION FOR THE WINDOW WELL SHALL PROVIDE A MINIMUM NET CLEAR AREA OF 9 SQ. FT. WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36". WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44" BELOW THE ADJACENT GROUND LEVEL SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USEABLE WITH THE WINDOW IN THE FULLY OPENED POSITION . LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT AT LEAST 3" FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18" ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. BARS, GRILLS, COVERS, SCREENS, ETC. SHAL L BE PERMITTED TO BE PLACED OVER THE EMERGENCY EGRESS OPENING WINDOW WELL PROVIDED THE NEW CLEAR OPENING SIZE IS NOT COMPROMISED AND THAT SUCH DEVICES SHAL L BE RELEASED OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION.IRC R310 IRC R310.1 IRC R310.2 IRC R310.3 IRC R310.4 IRC R310.1 IRC R310.2 IRC R310.2.1 IRC R310.4 IRC R308 IRC R3103. WINDOWS TO BE WOOD WITH AL UMINUM CLAD EXTERIOR. WINDOW FRAMES AT EXTERIOR TO BE EXTRUDED ALUMINUM CLAD AND SASH TO BE EXTENDED ALUMINUM OR ROLLED FORM CLAD. EXTERIOR CLAD PAINT FINI SH TO MEET AMA 2605 SPECIFICATIONS (70% KYNAR). COLOR AS PER OWNER AND ARCHITECT. INTERIOR WOOD FINISH TO BE STAIN GRADE FIR. PROVIDE DOUBLE PANE INSULATED LOW "E" GLAZING. PROVIDE SPACER BARS WHERE SDL'S ARE USED. PROVIDE SCREENS AND HARDWARE FOR ALL OPERABLE UNITS. EXPOSED HARDWARE TO HAVE OIL RUBBED BRONZE FINISH. ALL HARDWARE TO HAVE MULTI-POINT LOCKING SYSTEM. ALL FIXED GLASS TO BE SASH SET. WINDOW SUPPLER TO FIELD VERIFY ALL WINDOW ROUGH OPENINGS BEFORE ORDERING, AND VERIFY THAT THEIR WINDOWS WILL MEET LI GHT, VENTILATION AND EGRESS REQUIREMENTS. PROVIDE TEMPERED GLASS WHERE REQUIRED. WINDOW MANUFACTURERS TO PROVIDE WARR ANTY INFORMATION FOR GLAZING, WOOD COMPONENTS, HARDWARE, CLADDING, AND EXTERIOR PAINT FINISH (ADHESION, CHALK AND FADE) IN THEIR PROPOSAL. PROVIDE 24-GAUGE DRIP FLASHING OVER INSULATION SEALER AT ALL SHIM CAVITIES AND EXTERIOR AND INTERIOR TRIM AS PER DETAILS AND ELEVATIONS. SEE WINDOW SCHEDULE FOR SIZES. WINDOW SHALL MEET MINIMUM "U" VALUE AND SOLAR HEAT GAIN COEFFICIENT ACCORD ING TO ENERGY CODE REQUIREMENTS.IRC R311 4. REQUIRED EGRESS WINDOWS SHALL OPEN DIRECTLY ONTO A STREET, PUBLIC ALLEY, OR THROUGH AN OPEN PORCH w/ A MIN. 7'-0" CEILING HEIGHT.WINDOW SYSTEM (REF. ELEVATIONS & SCHEDULE)CONTINUOUS CAULKING CONTINUOUS COPPER OR COR-TEN FLASHING (REF. ELEVATIONS)WINDOW ATTACHMENT BEHIND 6" STRIP OF BUTYL TAPE AS SHOWN TYP.BUTYL TAPE CONTINUOUS 2x6 CLEAR 24-GRIT CEDAR TRIM BOARD EXTERIOR FINISH SYSTEM (REF. ELEVATIONS)(2) LAYERS OF INFILTRATION BARRIER AS REQUIRED WALL SHEATHING (REF. STRUCTURAL)2x6 STUD FRAMING @ 16" O.C. TYP. w/ CONTINUOUS R-5 INSULATION & R-20 INSULATION UNDER VAPOR BARRIER
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A6.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES WINDOW & DOOR DETAILS
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AS PER GRADE4" MIN. CONCRETETAPER INSULATION 45 DEGREESTHERMAL BREAK AS PER IECCEXTERIOR STUD WALL 4'-0" MIN.4'-0" TYP.(HEATED SPACE) 6 MIL. POLYETHYLENE OR APPROVED VAPOR BARRIER w/ JOINTS MIN. 6" LAP. IRC R506.2.3 FLOOR AND FOUNDATION INSULATION MUST BE A MINIMUM VALUE OF R-10 OF CLOSED CELL RIGID INSULATION 2" THICK. IF BASEMENT SLAB IS HEATED, FLOOR INSULATION VALUE SHALL BE R-15.NOTE: SEE SECTIO NS NOTED BELOW AND TABLE 402.1 OF IECC
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A7.027 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES TYPICAL DETAILS
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MIN. R-25 CLOSED CELL SPRAY FOAM INSULATION AND MIN. R-24 BIB INSULATIONOSB OR PLYWOOD ROOF SHEATHING (REF. STRUCTURAL)ROOF JOIST (REF. STRUCTURAL)CONTINUOUS COPPER OR GALVANIZED, CORROSION-RESI STANT 28-GAUGE SHEET METAL (REF. ELEVATIONS) VALLEY FLASHING TYP.ROOF FINISH (REF. ELEVATIONS)NOTE:UNVENTED ROOF ASSEMBY TO BE APPROVED BY BUILDING OFFICIAL PRIOR TO INSTALLATION 5/8" GYPSUM BOARD TYP. w/ (1) COAT NO V.O.C. PRIMER AND (2) COATS NO V.O.C. PAINT SIMPSON HANGER (REF. STRUCTURAL)VALLEY BEAM (REF. STRUCTURAL)
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A7.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES TYPICAL DETAILS
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A7.227 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES TYPICAL DETAILS
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SCALE: 1 1/2" = 1'-0"C FLOOR DETAIL (WOOD FLOOR)SCALE: 1 1/2" = 1'-0"A FIREPLACE/APPLIANCE VENT DETAIL SCALE: 1 1/2" = 1'-0"B FIREPLACE FLUE DETAIL
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REVISIONS
1GRACE VYCOR ®PLUS CORNER PATCH GRACE VYCOR ® PLUS132GRACE VYCOR ®PLUSSHEATHING 3 " M I N .1. INSTALL FLASHING AND WEATHER-RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS.2. SPLIT THE RELEASE PAPER USING RIPCORD TM ("SPLIT RELEASE ON DEMAND", EMBEDDED IN THE ADHESIVE LAYER) FOR EASE OF INSTALLATION AND TO MINIMIZE SCORING CUTS.3. REMOVE ALL RELEASE PAPER PER STANDARD INSTALLATION INSTRUCTIONS AND ADHERE TO SUBSTRATE.INSTALL GRACE VYCOR ® PLUS IN ORDER AS SHOWN BY NUMBERS.
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RUBBERIZED ASPHALT ADHESIVE - INSTALL FLASHING & WEATHER-RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS - USE A SQUARE PIECE OF FLASHING MATERIAL (6"x6" MIN.)- SPLIT THE RELEASE PAPER USING RIPCORD TM ("SPLIT RELEASE ON DEMAND" - EMBEDDED IN THE ADHESIVE LAYER) FOR EASE OF INSTALLATIONS AND TO MINIMIZE SCORING CUTS - FOLD AS SHOWN BY ARROWS - REMOVE ALL RELEASE PAPER PER STANDARD INSTALLATION INSTRUCTIONS AND ADHERE TO SUBSTRATE - ANGLE OF CORNER MAY VARY - ADJUST FOLDING OF THE FLASHING ACCORDINGLY TO FIT TIGHTLY TO CORNERRUBBERIZED ASPHALT ADHESIVE (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN)MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR ® PLUSSCORED RELEASE PAPERGRACE VYCOR ® PLUS
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2 GRACE VYCOR ®DECK PROTECTOR (SEE VYCDET-107)3WEATHERRESISTIVEBARRIER2MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR ®PLUS 445EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE 11GRACE VYCOR ® PLUS CORNER PATCHGRACEVYCOR® PLUS SILL PLATE RIPCORD TMTIE-IN WITH WEATHER RESISTIVE BARRIER:1. INTEGRATE INSTALLATION OF WEATHER-RESISTIVE BARRIER WITH GRACE VYCOR ® PLUS TO FORM WATER SHEDDING LAPS 2. RIPCORD TM ("SPLIT RELEASE ON DEMAND") HAS BEEN REMOVED AT SILL FOR EASE OF INSTALLATION AND/OR COORDINATION OF OTHER TRADES 3. SCORE AND FOLD WEATHER-RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE VYCOR ® PLUS INSTALLATION 4. INSTALL GRACE VYCOR ® PLUS HEAD FLASHING UNDER WEATHER- RESISTIVE BARRIER; MECHANICALLY FASTEN AS NECESSARY 5. FOLD WEATHER-RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER-RESISTIVE BARRIER TAPE NOTES:- VISIT www.graceconstruction.com FOR THE MOST CURRENT DETAILS AND INSTALLATION VIDEOS - REFER TO PRODUCT DATA SHEETS FOR FURTHER INFORMATION - INSTALL FLEXIBLE FLASHING IN ORDER AS SHOWN BY NUMBERSINSTALL GRACE VYCOR ® PLUS JAMB & HEAD FLASHING. SEE FLANGED WINDOW DETAILS (VYCDET-101, 102, AND 103)
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID A7.327 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES BUILDING WRAP DETAILSSCALE: 3/4" = 1'-0"A SELF-ADHERED FLASHING OUTSIDE CORNER DETAIL
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DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15NEC/IRCTHE ELECTRICAL SYSTEM TO BE INSTALLED IN STRICT ACCORDANCE WITH THE CURRENTLY ENFORCED IRC, NEC, AND ALL OTHER LOCAL, STATE, AND NATIONAL CODES. THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REGULATIONS WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.CONTRACTOR TO VERIFY LOCATIONS OF ALL OUTLETS, FIXTURES, SWITCHES, ETC. W/ OWNER AND DESIGNER PRIOR TO WIRING.CONTRACTOR TO ENSURE ALL EXTERIOR LIGHTING IS IN COMPLIANCE WITH COUNTY CODE AND PROVIDE PROOF PRIOR TO INSTALL.ALL ELECTRICAL AND/OR MECHANICAL WORK IS TO BE COMPLETED BY A LICENSED CONTRACTOR IN EACH RESPECTIVE FIELD, AND MUST COMPLY WITH LOCAL AND/OR NATIONAL STANDARDS, WHICHEVER IS MOST RESTRICTIVE.THE CONTRACTOR TO FURNISH AND INSTALL FEEDERS, PANELS, BOARDS, RELAY BRANCH CIRCUIT WIRING, CONDUITS, WIRE, METER BASES, COMPLETE WIRING FOR MOTORS, EXHAUST FANS, LINE VOLTAGE CONNECTIONS FOR HVAC EQUIPMENT, SPECIALTY LIGHTING FIXTURES, OUTLET BOXES,COVER PLATES, WALL SWITCHES, FIXTURES, RECEPTACLES, ETC.ALL DRAWINGS AND ELECTRICAL LAYOUTS INDICATE LOCATIONS AS SCHEMATIC.LOCATIONS SHALL BE PER APPROPRIATE CODES AND OWNER. CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRA CTOR FOR ALL POWER REQUIREMENTS.FLOOR OUTLETS TO BE FSR FLOOR BOXES ALL OUTLETS TO BE AFCI U.N.O.IRC E3801 ELECTRICAL SERVICE CAPACITY AND SIZE SHALL BE COMPUTED BY METHOD INDICATED IN THE IRC AND NATIONAL ELECTRIC CODE. PANELS OR CABINETS ENCLOSING FUSES, CIRCUIT BREAKERS, SWITCHES OR OTHER ELECTRICAL SERVICE EQUIPMENT SHALL BE IN AN INCONSPICUOUS, ACCESSIBLE, AND PROTECTED LOCATION. ELECTRICAL METER BASE SHALL BE LOCATED IN AN AREA THAT IS PROTECTED FROM OUTSIDE WEATHER.ALL STRUCTURED WIRING (I.E. FUTURE SMART CABLE, CAT5E, ETC.) TO HAVE A MINIMUM SEPARATION OF 12" BETWEEN HIGH VOLTAGE WIRING.PROVIDE HOME SECURITY SYSTEM THROUGHOUT RESIDENCE. CONTRACTOR TO PROVIDE SECURITY SYSTEM CUT SHEETS, SPECIFICATION, ETC. FOR APPROVAL BY OWNER PRIOR TO ORDERING AND INSTALLATION.COORDINATE WITH ELECTRICAL PLANS FOR ALL ELECTRICAL SWITCHES, SCHEMATIC WIRING,EQUIPMENT AND FIXTURE LOCATIONS. COORDINA TE WITH ELECTRICAL FIXTURE SCHEDULES.COORDINATE WITH ELECTRICAL KEY NOTES, INTERNATIONAL BUILDING CODE, AND RELATED CODES FOR INSTALLATION REQUIREMENTS.PROVIDE CLEARANCE FROM APPLIANCES TO COMBUSTIBLE MATERIALS AS PER MANUFACTURERS INSTALLATION REQUIREMEN TS. PROVIDE MINIMUM CLEARANCE OF 30"ABOVE COOKING TOP TO COMBUSTIBLE MATERIALS.CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER, ARCHITECT, INTERIOR DESIGNER, ETC. ON FINAL SELECTION, STYLE, FINISHES, ETC. FOR ALL CABINET WORK,COUNTER TOPS, MILL WORK, DOORS, APPLIANCES, PLUMBING FIXTURES, LIGHT FIXTURES,ETC. PRIOR TO ORDERING AND INSTALLATION.APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES.CONTRACTOR TO CONTACT BLUE STAKE TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK.PROVIDE ELECTRICAL AND SWITCHING TO ALL CHIMNEY CAP LOCATIONS FOR FUTURE FIREPLACE EXHAUST BOOSTER FANS.PROVIDE AT LEAST ONE (1) GFCI/WP RECEPTACLE AT FRONT OF HOUSE.CONTRACTOR TO PROVIDE ELECTRICAL SERVIC E TO MECHANICAL EQUIPMENT AS REQUIRED.FIRE BLOCK SPACES @ SOFFIT, FLOOR AND CLG. JST. LINES. @10'-0" VERTICALLY AND HORIZONTALLY AND AT OPENING BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS AND AT ANY OTHE R LOCATIONS NOT SPECIFIED ABOVE WHICH COULD AFFORD PASSAGE FOR FLAMES.CONTRACTOR TO PROVIDE NECESSARY APPROVAL NUMBERS FOR APPLIANCES AND FIREPLACE INSERTS USED, TO LOCAL BUILDING DEPT . AS REQ. PRIOR TO INSTALLATION.COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE AND/OR SMOKE CHAMBER OF CHIMNEY WALLS. COMBUSTIBLE MA TERIAL SHALL NOT BE PLACED WITHIN 6"OF FIREPLACE OPENING. NO SUCH COMBUSTIBL E MATERIAL WITHIN 12" OF THE FIREPLACE SHALL PROJECT MORE THAN 1/8" OR 1" CLEARANCE FOR SUCH OPENINGS. AS PER R1003.12 MIN. WINDOW AREA SHALL NOT EQUAL LESS THAN 8% OF THE FLOOR AREA OF THE ROOM UNLESS PROPER MECHANICAL VENTILATION AN ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AND AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30".16 17 18 19 20 21 22 23IRC M1306 & M1901 IRC M1307.3.1 IRC R1003.12 R303.1 HABITABLE ROOMS. ALL HABITABLE RO OMS SHALL BE PROVIDED WITH AGGREGATE AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. EXCEPTIONS:1. THE GLAZING AREAS NEED NOT BE OPENAB LE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM OR A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR VE NTILATION AIR OF 15 CUBIC FEET PER MINUTE(CFM)(7.08L/S) PER OCCUPANT COMPUTED ON THE BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM.2. THE GLAZED AREAS NEED NOT BE PROV IDED IN ROOMS WHERE EXCEPTION 1 ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762MM) ABOVE THE FLOOR LEVEL.24 IRC E309.6 IRC R303 A PERMANENT CERTIFICATION SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL LISTING THE PREDOMINATE R-VALUES OF ALL WALLS, CEILINGS, APPLICABLE FLOOR SLABS,V-VALUE, AND SOLAR GAIN OF WINDOWS. THE HEATING AND COOLING EFFICIENCIES SHALL ALSO BE LISTED FOR HVAC EQUI PMENT & WATER HEATING EQUIPMENT.A PERMANENT CERTIFICATE SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL.THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWL SPACE WALL AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION; AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH CO MPONENT, THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT.25 26N1101.8 N1101.2
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID E0.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES ELECTRICAL NOTES
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID E1.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES MAIN LEVEL ELECTRICAL PLANKEYNOTESNUMBER
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DRAWINGS, THERMOSTAT LOCATIONS, AND CUT SHEETS ON ALL PROPOSED EQUIPMENT. SIZE EQUIPMENT AS PER I.R.C. PROVIDE CLEARANCES AS PER MANUFACTURE. PROVIDE TWO SEPARATE COMBUSTION AIR DUCTS, ( FROM EXTERIOR) ONE TERMINATING IN LOWER 12" AND ONE TERMINATING IN UPPER 12" OF THE SPACE AS REQUIRED. EACH ARE TO ALLOW COMBUSTION AIR AT A RATE OF I SQUARE INCH PER 4,000 BTU'S (FOR VERTICAL DUCTS) AND 1 SQUARE INCH PER 2,000 BTU'S (FOR HORIZONTAL DUCTS) OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE SPACE, OR AS PER MANUFACTURE SPECIFICATIONS. ALTERNATIVE COMBUSTION AIR OPTIONS COMPLIANT WITH I.R.C. CHAPTER 17 AND G2407 MAY BE ALLOWED WHEN DEEMED APPROPRIATE AND AP PROVED BY THE ARCHITECT. PROVID E CLEARANCE BETWEEN COMBUSTIBLE MATERIALS AND VENTS AS PER CODE.CONTRACTOR TO PROV IDE MAKE, MODEL, BTU'S AND EFFICIENCY OF FURNACE USED TO LOCAL BUILDING DEPT. PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE NECESSARY APPROVAL NUMBERS FOR APPLIANCES AND FIREPLACE INSERTS USED, TO LOCAL BUILDING DEPT. AS REQ. PRIOR TO INSTALLATION.
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GALVANIZED STEEL OF 1" WIDE. ANCHOR DUCTS SECURE LY TO STRUCTURE WITH SCREW, IN SUCH A MANNER AS TO PREVENT TRANSMISSION WI TH VIBRATION. UNDERGROUND ROUN D DUCT SHALL BE SCHEDULE 40
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AIR CAPACITY.SPARK ARRESTORS MEET IRC R1001.6.1 WITH NET FR EE AREA FOUR TIMES THE CHIMNEY FLUE OUTLET, ARRESTOR SCREEN TO BE HEAT AND CORROSION RESISTANT, THE SCREEN SHALL PERMIT SPHERES LESS
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-DIRECT-VENT WATER HEATERS LOCATED IN A BEDROOM OR BATHROOM SHALL BE INSTALLED IN A SEALED
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NOT LESS THAN 4" OUTSID E THE BUILDING, SHALL BE VENTED ABOVE GRADE TO THE OUTDOORS AND SHALL BE INSTALLED SO AS TO PREVENT THE ENTRANCE OF WATER OR INSECTS.
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3 GAS LOGS AND FIRE PLACE UNITS SHALL BE PROVIDED WITH A SHUTOFF VALVE, LOCATED OUTSIDE OF THE
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R EACH APPLIANCE, IN ADDITION TO THE REQUIRED OUTSIDE COMBUSTIBLE AIR.ALL FIRE PLACES (EXCEPT BEDROOM APPLICATIONS) TO BE FILLED WITH GAS STARTER GAS LOGS SHALL BE
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FINISH MATERIAL SUCH AS HEARTHS, MANTEL, AND OTHER COMBUSTIBLE PROJECTIONS, ETC. AND PROVIDE PROPER SETBACKS, CLEARANCES AND
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IRC M1307.3.1 IRC M1401.3 IRC R303.8 IRC CHAPTER 14 IRC CHAPTER 17 IRC CHAPTER 16 IRC R1001.6.1 IRC R106.1.1 IRC M2005.2 IRC M1307.3 IRC 408.3 N1102.2.8 G2415.1 G2415.4 G2415.12 IRC R408 IRC G2420 IRC G2420
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A NEW DESIGN FOR THE :THE ABOVE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF UPWALL DESIGN. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OR BY ANY OTHER PERSON FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF UPWALL DESIGN. DESIGNS CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION OF UPWALL DESIGN. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, GOVERNMENT AGENCIES, VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.LAW RESIDENCEREXBURG, ID MP0.127 FEBRUARY 2020 BLOCK 2 LOT 4, INDEPENDENCE ESTATES MECH/PLUMBING NOTESREVISIONS