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HomeMy WebLinkAboutA00234"-36" HIGHFINISH FLOOR 58" TYPE "X" FIRECODE DRYWALL UNDERSIDE OF STAIR 1 12" 1 0" MIN.6'-8"*THIS DRAWING FOR CODE COMPLIANCE ONLY 1 1 4" - 214" GRIPPABLE HANDRAIL RISE FROM FINISH FLOOR TO FIRST TREAD EQUALS TYPICAL RISE 3 4" -1 1 4" NOSING 734"MAXEQUAL8" MIN. ASH DUMP WHERE APPLICABLE8"MIN.FIRE CLAY FLUE LINING FIREPLACE HEARTH AND HEARTH EXTENSION SHALL EXTEND A MINIMUM OF 36" FROM THE BACK OF THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND AT LEAST 1 6" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT OF, AND AT LEAST 1 2" BEYOND, EACH SIDE OF THE FIREPLACE OPENING, SEE PLANS AND INTERIOR ELEVATIONS FOR FINISH DIMENSIONS MATERIALS SELF SUPPORTING REINFORCED CONCRETE SLAB HEARTH TO CARRY ALL IMPOSED LOADS SMOKE CHAMBER *THIS DRAWING FOR CODE COMPLIANCE ONLY. FIREBRICK FIREBOX FIREBOX FLOOR 1 12" BELOW HEARTH. HEARTH NOTE: WOOD-BURNING FIREPLACES MUST HAVE TIGHT-FITTING CAST IRON FLUE DAMPERS PER IECC MANTEL MINIMUM 1 2" FROM FLUE LINING SUPPLY OUTDOOR COMBUSTION AIR PER IRC1 " 1 " SPACE WITH NON COMBUSTIBLE INSULATION SMOKE SHELF 34" MIN. HANDRAIL @ STAIRS.38" MAX. HANDRAIL @ STAIRS.30" ABOVE FLOOR @ PORCHES, OPENSIDES OF STAIR OR RAISED FLOORS.36" MIN. GUARDRAIL HEIGHT.LESSTHAN 4"1 14"-2 34" GRIPPABLE RAIL. FINAL PROFILE BY STAIR DESIGNER 1 14" TO 2 34"34" MAX.78" MAX.38" MIN.HANDRAILS THAT ARE NOT TERMINATED BY A NEWEL POST ARE TO RETURN TO A WALL HANDRAILS SHALL RUN THE FULL LENGTH ON AT LEAST ONE SIDE OF THE STAIR 51 6" MIN. GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF RAIL TYPE I HANDRAIL:TYPE II HANDRAIL: CIRCULAR HANDRAIL WITH 1 14" MIN. Ø OR 2" MAX. Ø ~ MUST HAVE PERIMETER OF 4" MIN. OR 6 14" MAX, WITH A MAX CROSS SECTION DIMENSION OF 2" PER IRC R31 1 .5.6.3 NON-CIRCULAR HANDRAIL 112"112"MIN. 18" R. EDGE 1 12" MIN. TO WALL AT TYPE I AND TYPE II HANDRAIL 1 12" MIN. TO WALL AT TYPE I AND TYPE II HANDRAIL *THIS DRAWING FOR CODE COMPLIANCE ONLY. BALUSTERS OPENINGS TO BE LESS THAN 4" MAIN HOUSE SUPPLY RISER DIAGRAM MAIN HOUSE DRAINAGE/ VENT DIAGRAM 1 -1 /2" M T&P RELIEF VALVE W.H.75 gal. SINK REFRIG. HOT COLD DW HOT COLD THROUGH ROOF 4"-5" VENTINCREASER CO MECHANICAL TO PUBLIC SAN.SEWER @ STREET FD 4" EJECTOR PITW/ PUMP 4" 4" NOTE: ALL NEW PLUMBING MUST MEET 2020 INDIANA RESIDENTIAL CODE WATER SERVICE FROM MAIN TO BUILDING TO BE INSTALLED BY A LICENSED PLUMBER CONTRACTOR TO VERIFY ALL SUPPLY, DRAINAGE, AND VENT PIPING ARE SIZED IN ACCORDANCE WITH THE 2020 INDIANA RESIDENTIAL CODE FLOOR DRAINS SHALL BE VENTED PER 2020 INDIANA RESIDENTIAL CODE CO 2" LAV WC FORMAL POWDER RM 4" HOT COLD LAV WC MIXINGVALVESHOWER SHOWER WC CO 4" LAV 2" 4" BATHROOM 1 14" 1 " 34" 34" 34" 12" 12"34" 34" 1 14" 1 14" 34" 34" 12" 12" 34" 1 12" BATHROOM 2" 2" 2" 2" MASTER BATHROOM 2" WATER METER 4" COKITCHEN REFRIG.2" DW SINK MIXINGVALVE LAV 1 WC TUB HOT COLD LAV 2 MIXINGVALVE SHOWER 4" FLOOR DRAIN MECHANICAL ROOM 4" 2" CO 2" 1 1 /4" DIA. W.H. 75 gal. CO 2" 4" LAV WC 2" LAV TUB 2" 2" SHOWER LAV 2" CO 34" F.P.H.B F.P.H.B SPA SPA LAV WC HOT COLD MIXINGVALVEHOT TUB LAV 2" WC 4" STEAM 2" HOT TUB 2" 2" 4" CO BACK KITCHEN REFRIG.2" DW SINK FRZ2" SINK FRZ2" SHOWER WC CO 4" LAV 2"4" POOL BATH SHOWER WC CO 4" LAV 2"4" MASON'S BATH SHOWER WC CO 4" LAV 2"4" MARLEE'S BATH TUB CO 2" LAV WC POWDER ROOM 4" 4" COPANTRY REFRIG. 2" DW SINK SUPER ROOM CO 4" FD 2" W/ 2" DIA.GREY BOX WASHER 4" SINK 4" FD 2" W/ 2" DIA.GREY BOX WASHER CO 2" SINK DOG ROOM SHOWER 2" 4" 4" WC 4" FD 2" W/ 2" DIA.GREY BOX WASHER MASTER SUITE 2" SINK SHOWER 4" FLOOR DRAIN ELEVATOR PIT CO WC 4" LAV 2"4" CO GARAGE POWDER ROOM SINK 4" CO STORAGE 2" 4" FLOOR DRAIN WC CO 4" LAV 2" BASEMENT POWDER ROOM 4" FLOOR DRAIN MECHANICAL ROOMCO LAV 4" FLOOR DRAIN COLD PLUNGE MIXINGVALVESTEAM SHOWER MIXINGVALVE COLD PLUNGE LAV WC 12" 34" GARAGE POWDER ROOM SINK 12" 34" STORAGE HOT COLD LAV WC 12" 34" BASEMENT POWDER ROOM KITCHENFRZ. 12" SINK REFRIG. DW 34"34" 12" 12 " BACK KITCHENFRZ. 12" SINK 12" DW DW LAV WC MIXINGVALVESHOWER 12" 12"34" 34" POOL BATH MIXINGVALVE SHOWER 12" HOT COLD LAV WC MIXINGVALVESHOWER 12" 12"3 4" 34" MASON'S BATH HOT COLD LAV WC MIXINGVALVESHOWER 12" 12"34" 34" MARLEE'S BATHMIXINGVALVETUB 12" SINK REFRIG. DW 34" 12" 12" PANTRY LAV WC 12" 34" FORMAL POWDER ROOM HOT COLD LAV WC 12" 34" POWDER ROOM WASHER 12" 12" 12" SINK 12" SUPER ROOM WASHER 12" DOG ROOM MIXINGVALVE SINK SHOWER MIXINGVALVE SHOWER WC WASHER 12" SINKF.P.H.B GUEST HOUSE SUPPLY RISER DIAGRAM GUEST HOUSE DRAINAGE/ VENT DIAGRAM M T&P RELIEF VALVE W.H. 75 gal. KITCHEN SINK REFRIG. DW HOT COLD THROUGH ROOF 4"-5" VENTINCREASER CO MECHANICAL TO PUBLIC SAN.SEWER @ STREET FD 4" EJECTOR PITW/ PUMP GUEST BATH 1 LAV WC SHOWER CO HOT COLD 1 14" 1 14" 34" 34" 12" 12" 1 12" 2" 1 " WATER METER 4" FLOOR DRAIN MECHANICAL ROOM 2" 4" 2" 2" 4" CO 2" 1 " 34" F.P.H.B COLD GUEST BATH 1 LAV WC MIXINGVALVE SHOWER LAV MIXINGVALVE TUB LAV WC 12" 34" POWDER ROOM WASHER 12" LAUNDRY LAV WC MIXINGVALVE SHOWER 12" 1 2"34" 34" GUEST BATH 2 F.P.H.B SINK F.P.H.B DETACHED GARAGE LAV 2" TUB 2" 4" COKITCHEN REFRIG.2" DW SINK WC CO 4" LAV 2"4" POWDER ROOM LAUNDRYCO 4" FD 2" W/ 2" DIA.GREY BOX WASHER SHOWER WC CO 4" LAV 2"4" GUEST BATH 2 4" 2" SINK CO DETACHED GARAGE 1 2" EXHAUST OPENING: TERMINATE PIPE MIN. OF 1 2" ABOVE ROOF. LOCATE MIN. 1 0 FEET FROM ANY OPENING PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE DEPRESSURIZATION SYSTEM, AN ELECTRIC CIRCUIT SHALL BE INSTALLED DURING CONSTRUCTION IN ANTICIPATED LOCATION OF FANS. FAN TO BE IN ACCESSIBLE LOCATION. SUPPORT STRAP (TYP.) 3" MIN. PVC SCHEDULE 40 VENT PIPE PROVIDE PERMANENT LABEL ON VENT PIPE - "PASSIVE RADON REDUCTION SYSTEM" 4'-0" A.F.F. SEAL ALL OPENINGS IN SLAB AT ALL PENETRATIONS AND AROUND PERIMETER TYPICAL SLAB WITH 1 0 MIL VAPOR BARRIER AND 4" OR MORE OF GRAVEL 5 FOOT PERFORATED PVC EXTENSIONS EA. END OF TEE BASEMENT LIVING AREA PASSIVE RADON MITIGATION SYSTEM4'-0"MIN.MIN.SQUARE FOOTAGE MAIN HOUSE 9833.9 SQ. FT. COVERED/SCREEN PATIO 1 1 62.2 SQ. FT. ATTACHED GARAGE 628.00 SQ. FT. ZEN ROOM 453.1 SQ. FT. FRONT PORCH 1 66.00 SQ. FT. SIDE ENTRY PORCH 1 49.03 SQ. FT. DETACHED GARAGE 732.8 SQ. FT. GUEST HOUSE 21 34.8 SQ. FT. SECOND FLOOR 1 01 5.7 LOWER LEVEL FINSHED 4878.0 SQ. FT. LOWER LEVEL GARAGE 3808.90 SQ. FT. LOWER LEVEL UNFINISHED 1 593.30 SQ. FT. t1.0General Building InfoDOCUMENT:DRAWN BY:CHECKED:MA1 4 8 B u r l i n g t o n A v e n u eC l a r e n d o n H i l l s I l l i n o i s 6 0 5 1 4P 6 3 0 . 6 5 5 . 9 4 1 7PROJECT NO:21017MICHAEL ABRAHAMA R C H I T E C T U R Em i c h a e l - a b r a h a m . c o mSycamore Creek Residence10404 Ditch RoadCarmel, INIssued For Permit 06.08.22BBSHEET INDEX PROJECT TEAM (630) 655-941 7 ARCHITECTURE CONTACT: MIKE ABRAHAM (MA@MICHAEL-ABRAHAM.COM) MICHAEL ABRAHAM ARCHITECTURE, LLC. CLARENDON HILLS, ILLINOIS 6051 4 1 48 BURLINGTON AVENUE T Y P I C A L D E T A I L @ S T A I R SCALE: 1" = 1'-0" T Y P I C A L D E T A I L @ F I R E B O X SCALE: 1" = 1'-0" T Y P I C A L R A I L D E T A I L SCALE: 3" = 1'-0" TYPICAL DETAILSSUPPLY & DRAINAGE/VENT DIAGRAM PROJECT INFORMATION BERNIE BARTELLI (BB@MICHAEL-ABRAHAM.COM) RADON DIAGRAM MICHAEL ABRAHAM ARCHITECTURE DRAWING SET: COVER SHEET t1 .0 GENERAL INFORMATION t1 .1 ARCHITECTURAL SITE PLAN (11 6" SCALE) t1 .2 SPECIFICATIONS A-MAIN HOUSE a1 .1 NORTH ELEVATION AND BUILDING SECTION a1 .2 SOUTH ELEVATION AND BUILDING SECTION a1 .3 WEST ELEVATION AND EAST BUILDING SECTION a2.0 FOUNDATION PLAN a2.1 FIRST FLOOR PLAN a2.2 SECOND FLOOR PLAN & ROOF PLAN a2.3 FINISHED BASEMENT PLAN a3.0 LOWER LEVEL ELECTRICAL PLAN a3.1 FIRST FLOOR ELECTRICAL PLAN a3.2 SECOND FLOOR ELECTRICAL PLAN a5.1 MAIN HOUSE WALL SECTIONS a6.0 FIRST FLOOR DECK FRAMING PLAN a6.1 SECOND FLOOR DECK FRAMING PLAN a6.2 ROOF FRAMING PLAN B-MASTER SUITE WING b1 .1 MASTER SUITE NORTH & SOUTH ELEVATIONS & BUILDING SECTION b1 .2 MASTER SUITE EAST ELEVATION & BUILDING SECTION b2.1 MASTER SUITE FOUNDATION & FLOOR PLAN b2.2 MASTER SUITE FINISHED BASEMENT & ROOF PLAN b3.1 MASTER SUITE ELECTRICAL PLANS b6.1 MASTER SUITE FRAMING PLANS C-GUEST HOUSE/DETACHED GARAGE c1 .1 GUEST HOUSE & DETACHED GARAGE ELEVATIONS c2.1 GUEST HOUSE & DETACHED GARAGE FLOOR PLAN & FDN. PLAN c2.2 GUEST HOUSE & DETACHED GARAGE ROOF PLAN c3.1 GUEST HOUSE & DETACHED GARAGE ELECTRICAL PLANS c5.1 GUEST HOUSE & DETACHED GARAGE WALL SECTIONS c6.0 GUEST HOUSE & DETACHED GARAGE FIRST FLR FRAMING PLAN c6.1 GUEST HOUSE & DETACHED GARAGE SECOND FLR FRAMING PLAN c6.2 GUEST HOUSE & DETACHED GARAGE ROOF FRAMING PLAN BUILDER ENNIS CUSTOM HOMES 200 SOUTH RANGELINE ROAD CARMEL, IN 46032 CONTACT: BRAD ENNIS BRAD@ENNISCUSTOMHOMES.COM (81 2)287-1 878 CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES 250 EAST 96TH STREET INDIANAPOLIS, IN 46240 CONTACT: ANDY TAYLOR (31 7) 21 8-9560 LANDSCAPE ARCHITECT HEATHER HARWOOD 1 3265 N EASTSHORE DR SYRACUSE, IN 46567 (574) 51 8-0252 HHHARWOOD@AOL.COM STANDARDS AND REGULATIONS 1 . CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH APPLICABLE BUILDING CODES, REGULATIONS, ORDINANCES, UTILITY PROVIDER AND SIMILAR STANDARDS. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO OWNER AND ARCHITECT WITHIN 1 0 DAYS OF RECEIPT. IF PERMITS ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF THE PERMITS ARE DELAYED FOR ANY REASON, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS OF THE WORK; CONTRACTOR SHALL REGULARLY UPDATE OWNER AND ARCHITECT REGARDING THE STATUS OF INSPECTIONS. 4. CONTRACTOR SHALL BE FAMILIAR WITH REQUIREMENTS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH REFERENCED FIRE-RATED ASSEMBLY TESTS AND STANDARDS. 5. IF UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED, CONTRACTOR SHALL CEASE WORK IN THE AREA AND CONTACT ARCHITECT AND OWNER IMMEDIATELY. 6. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OF BIDS TO REVIEW EXISTING CONDITIONS AND DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO SUBMISSION OF BIDS. 7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. 8. IT IS THE INTENT OF THESE DOCUMENTS THAT THE WORK DESCRIBED HEREIN, WHEN ACCOMPLISHED, SHALL CONSTITUTE A COMPLETE JOB. ALL COORDINATION, FEES, TASKS, LABOR, MATERIALS, TOOLS, CONNECTIONS, EQUIPMENT, CLEANUP (UNLESS OTHERWISE NOTED IN DOCUMENTS) REQUIRED TO FULLY FINISH THE DESCRIBED PROJECT SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR WITHIN THE SCOPE OF THE WORK. ANY AND ALL EXCEPTIONS SHALL BE REQUESTED AND AGREED TO IN WRITING AT THE TIME OF THE SIGNING OF THE OWNER/CONTRACTOR AGREEMENT. ADMINISTRATION OF WORK 1 . CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION PERSONNEL AND AUTHORIZED VISITORS. 3. CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. ANY KNOWN DISCREPANCIES BETWEEN THE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK RELATED TO THIS DISCREPANCY. 4. CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER'S (OR BUILDING OWNER'S) PROCEDURES FOR MAINTAINING SECURE SITE AND BUILDING. 5. EACH INSTALLER SHALL EXAMINE SUBSTRATE CONDITION AND/OR SITE CONDITIONS WHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE INSTALLER SHALL IMMEDIATELY NOTIFY THE CONTRACTOR. INSTALLATION SHALL NOT PROCEED UNTIL THE UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL SIGNIFY ACCEPTANCE OF THE CONDITIONS AS SUITABLE FOR THEIR TRADE. 6. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COORDINATION EFFORTS OF ALL. 8. CONTRACTOR SHALL LAY OUT WORK AS SOON AS POSSIBLE. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 9. ALL CONTRACTORS SHALL REPORT ANY CONFLICTS/INCONSISTENCIES IMMEDIATELY TO THE DESIGNER AND PRIOR TO PROCEEDING WITH THEIR WORK. 1 0. ANY PERIODIC VISITS TO THE JOB SITE BY THE ARCHITECT ARE FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH THE TECHNICAL PROVISIONS OF THE CONTRACT DOCUMENTS AND ARE IN NO WAY A GUARANTEE OF INSURANCE, NOR ASSUME RESPONSIBILITY FOR METHODS OR APPLIANCES USED BY THE CONTRACTOR, NOR THE SAFETY ON THE JOB IN COMPLIANCE WITH THE LAW AND REGULATIONS. 1 1 . FRAMER SHALL LAYOUT ALL STUDS/ CEILING JOISTS/ RAFTERS TO ACCOMMODATE RECESSED LIGHTS, EXHAUST FANS OR OTHER ELECTRICAL/ MECHANICAL FIXTURES. 1 2. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING A MINIMUM OF 2%. 1 3. WHERE NO DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR ANY OTHER SIMILAR WORK OR AS DIRECTED BY THE ARCHITECT. 1 4. ALL WORK UNDER ALL SECTIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE HIGHEST STANDARDS OF PRACTICE RELATED TO THE TRADES INVOLVED, AND SHALL BE COMPLETE AND PROPERLY COORDINATED WITH ALL WORK ADJACENT OR RELATED TO IT. 1 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS THAT THE NEW CONSTRUCTION OF THE PROJECT WHEN COMPLETED SHALL CONFORM TO REGULATIONS AT THE TIME OF PLAN CHECK, OF THE GOVERNING CODES. PERFORM ALL WORK IN ACCORDANCE WITH THE LATEST EDITION OF LOCAL RESIDENTIAL BUILDING CODES AND ANY ADOPTED CODES AND REGULATIONS, AND STANDARDS 1 6. WORK IN FURRED AREAS SHALL NOT BE CONCEALED UNTIL SUCH WORK HAS BEEN INSPECTED AND APPROVED BY THE INSPECTING AUTHORITIES. IF SUCH WORK IS CONCEALED WITHOUT INSPECTION AND APPROVAL, THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ALL WORK REQUIRED TO OPEN AND RESTORE THE CONCEALED AREAS IN ADDITION TO ANY REQUIRED MODIFICATION TO THE SYSTEM AS WELL AS TO OTHER SYSTEMS. 1 7. CONTRACTOR TO PROVIDE ALL BACKING PLATES AND SUPPORTS FOR ITEMS SUCH AS, BUT NOT LIMITED TO, TOILET ACCESSORIES, TOILET PARTITIONS, MIRRORS, CASEWORK, HANDRAILS, ETC. 1 8. LOCATIONS OF UTILITIES AS SHOWN IN DRAWINGS ARE BASED UPON INFORMATION INCLUDED IN RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, NOTIFY LOCAL AUTHORITY SERVICE PRIOR TO ANY EXCAVATION SITE. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE ACCURACY OF THE RECORD DRAWINGS. WHERE CONFLICTS ARISE BETWEEN ACTUAL LOCATION AND DRAWINGS, THE ARCHITECT SHALL BE NOTIFIED. U.O.N. ALL UTILITIES SHALL BE PROVIDED AND INSTALLED UNDERGROUND. 1 9. FIELD VERIFY EMERGENCY ESCAPE AND RESCUE REQUIREMENTS FOR ALL SLEEPING ROOMS AT PROPOSED AND EXISTING WINDOWS. USE OF CONSTRUCTION DOCUMENTS 1 . CONTRACTOR SHALL NOT SCALE DRAWINGS, ONLY WRITTEN DIMENSIONS OR KEYED NOTES SHALL BE USED. CONTACT DESIGNER IF CLARIFICATION OR ADDITIONAL INFORMATION IS REQUIRED. 2. INFORMATION REGARDING EXISTING SYSTEMS, FINISHES AND CONDITIONS WHICH IS SHOWN ON THESE DRAWINGS IS BASED UPON INFORMATION FURNISHED TO THE DESIGNER BY THE OWNER AND/OR PERCEIVED CONDITIONS IN THE FIELD. THE INFORMATION IS NOT INTENDED TO GUARANTEE EXACT CONDITIONS BEFORE WORK IS STARTED AND CONTRACTOR SHALL NOTIFY THE DESIGNER IF ANY DISCREPANCIES ARE FOUND. 3. DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS, DRAWINGS OR PORTIONS OF DRAWINGS USED FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR WITH PRIOR APPROVAL OF DESIGNER. 4. DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: A) FACE OF STUD OR FACE OF WALL B) TO CENTERLINE OF COLUMNS C) TO TOP OF FINISHED FLOOR D) TO BOTTOM OF DECK DEFINITIONS 1 . "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE AND FINISH FACES IN THE SAME PLANE AND/OR INSTALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANY VISIBLE JOINTS OR SURFACE IRREGULARITIES 2. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS NOT ADJUSTABLE WITH OUT THE APPROVAL OF THE ARCHITECT. CLEAR DIMENSIONS ARE TYPICALLY TO FINISH FACE. 3. "MAXIMUM" OR "MAX." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUANTITY GREATER THAN THAT SHOWN WITHOUT APPROVAL OF THE ARCHITECT. 4. "MINIMUM" OR "MIN." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY VARY TO A DIMENSION OR QUALITY LESS THAN THAT SHOWN WITHOUT APPROVAL OF THE ARCHITECT. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITION THROUGHOUT. 6. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THE DIMENSIONS OR QUALITY IS SLIGHTLY ADJUSTABLE TO ACCOMMODATE ACTUAL CONDITIONS MATERIALS 1 . ALL DISSIMILAR METAL MATERIALS SHALL BE ISOLATED WITH A NONMETALLIC SEPARATOR. 2. ALL MATERIALS USED IN THE FIRE-RATED ASSEMBLIES SHALL BE APPROVED BY U.L. OR OTHER RECOGNIZED STANDARDS FOR USE IN SUCH ASSEMBLIES. 3. ALL SHEET METAL FLASHING SHALL ALLOW FOR THERMAL MOVEMENT OF THE MATERIAL WITHOUT DEFLECTION AND OILCANNING. SPECIFICATION FOR LOCATION OF DEVICES LAYOUT OF WORK: CONTRACTOR SHALL EXERCISE SPECIAL CARE IN THE VERIFICATION OF EXISTING CONDITIONS AND DIMENSIONS AND IN THE LAYOUT OF HIS WORK. THE ALIGNMENT AND COORDINATION OF THIS WORK WITH ITSELF AND OTHER ADJACENT WORK IS OF PRIMARY IMPORTANCE AND SHOULD TAKE PRECEDENCE OVER DIMENSIONS, ESPECIALLY THOSE INDICATED AS APPROXIMATE. CONTRACTOR SHALL LAYOUT AND VERIFY HIS WORK TO INSURE ALIGNMENT AND FIT, AND REPORT ANY DISCREPANCIES TO THE PROJECT SUPERINTENDENT AND ARCHITECT. LOCATION OF DEVICES IN FINISHED AREAS: A. LOCATION OF WALL DEVICES AS SHOWN ON PLANS IS APPROXIMATE AND FOR ESTIMATING PURPOSES ONLY. B. WHEN DEVICES BY DIFFERENT TRADES, SUCH AS LIGHTING SWITCHES, THERMOSTATS, ETC. ARE INSTALLED IN THE SAME LOCATION THEY SHALL BE MOUNTED IN AN ARRANGEMENT ACCEPTABLE TO THE DESIGNER/OWNER. 1 . WHEN SHOWN ON THE ARCHITECTURAL PLANS, ELEVATIONS, OR SECTIONS, LOCATE DEVICES AS SHOWN. 2. WHEN SHOWN ON THE MECHANICAL OR ELECTRICAL DRAWINGS, BUT NOT ON ARCHITECTURAL DRAWINGS, DEVICES SHALL BE UNIFORMLY MOUNTED SO THAT THEY WILL BE SYMMETRICAL VERTICALLY. HORIZONTALLY ALIGN DEVICES UNLESS SEPARATED BY A MINIMUM OF 24" 3. DEVICES INSTALLED IN MASONRY OR SURFACES TO RECEIVE WOOD PANEL, WALL COVERING, OR SIMILAR MATERIALS, SHALL BE INSPECTED BY THE ARCHITECT AT THE TIME OF ROUGH-IN. 4. WHEN IN DOUBT, CHECK WITH THE ARCHITECT AND/OR OWNER BEFORE ROUGHING. C. DEVIATIONS FROM THE ABOVE PRINCIPLES WITHOUT PRIOR APPROVAL BY THE ARCHITECT/OWNER SHALL BE CORRECTED BY THE INSTALLING CONTRACTOR. ANY COST, INCLUDING CUTTING AND PATCHING, ENTAILED IN THE REMOVAL, RELOCATING AND REINSTALLATION OF ANY DEVICES SHALL BE THE RESPONSIBILITY OF THAT CONTRACTOR. GENERAL NOTES ELEVATION FD 1 /8" = 1 '-0" FLOOR DRAIN ARROWS INDICATE DIRECTION OF SLOPE HOT WATER HEATER DRAWING SCALE WINDOW : REFER TO PLANS AND DOOR TYPE, IF APPLICABLE EL. 00.0' EL. 00.0' T.O.W. 1 A1 .1 A1 .1 A TOP OF WALL, PARAPET, ETC. ELEVATION. PAGE NUMBER NEW/FINISH ELEVATION SECTION CUT NUMBER DETAIL DRAWING NUMBER PAGE NUMBER PAGE NUMBER INTERIOR ELEVATION DRAWING NUMBER STUD WALL WITH 5/8" NORTH ARROW MASONRY VENEER WALL A-1 .1 A 1 0110 DOOR SIZE (WIDTH X HEIGHT) ELEVATION FOR SIZE, TYPE & LOCATION WH TOP OF FOUNDATION/T/F = 0'-0" TYPICAL STUD WALL W/ SOUND INSULATION. DRYWALL EACH SIDE. FROST PROOF HOSE BIBFPHB GAS HOOK UPGAS DS. DWG. (E) DRAWING DOWNSPOUT EXISTING C.I.P.CAST IN PLACE A.F.F. APPROX. ABOVE FINISH FLOOR APPROXIMATE NOT TO SCALE N.T.S. MFR. MANUFACTURER &AND CAST IRON CLEAN OUTC.I.C.O F.D. FTG. FOOTING FLOOR DRAIN WWM WELDED WIRE MESH WITH TYP. TYPICAL ELEV. EQ. ELEC. EXIST. EQUAL EXISTING ELEVATION ELECTRICAL ABBREVIATIONS W/ TOP OF FOUNDATIONT/F T/L = 0'-0" DRAWING TITLE LEDGE FROM ESTABLISHED ZERO LINE SYMBOLS & ABBREV. 401 .2 COMPLIANCE PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING: 1 . SECTIONS R401 THROUGH R404. 2.SECTION R405 AND THE PROVISIONS OF SECTIONS R401 THROUGH R404 INDICATED AS "MANDATORY". 3.THE ENERGY RATING INDEX (ERI) APPROACH IN R406. 401 .3 CERTIFICATE A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS.THE CERTIFICATE SHALL INDICATE THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILINGS, ROOF, WALLS, FOUNDATION COMPONENTS SUCH AS SLABS, BASEMENT WALLS, CRAWL SPACE WALLS AND FLOORS AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS OF FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING PERFORMED ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL INDICATE THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL INDICATE THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL INDICATE “GAS-FIRED UNVENTED ROOM HEATER," " ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE INDICATED FOR GAS-FIRED UNVENTED HEATERS, ELECTRIC FURNACES AND ELECTRIC BASEBOARD HEATERS. 402.1 GENERAL 402.1 .1 VAPOR RETARDER WALL ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH THE VAPOR REATRDER REQUIREMENTS OF SECTION R702.7 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 1 405.3 OF THE INTERNATIONAL BUILDING CODE, AS APPLICABLE. 402.1 .2 INSULATION AND FENESTRATION CRITERIA CLIMATE ZONE 5 (PER TABLE 402.1 .2): FENESTRATION U-FACTOR IS TO BE 0.30 OR BETTER SKYLIGHT U-FACTOR IS TO BE 0.55 OR BETTER CEILING MINIMUM R-49 EXTERIOR WOOD FRAME WALL MINIMUM R20 FLOOR MINIMUM R-30 BASEMENT WALL MINIMUM R-1 0/1 3 SLAB MINIMUM R-1 0 CRAWLSPACE WALL MINIMUM R-1 5 402.1 .3 R-VALUE COMPUTATION INSULATION MATERIAL USED IN LAYERS, SUCH AS FRAMING CAVITY INSULATION OR CONTINUOUS INSULATION, SHALL BE SUMMED TO COMPUTE THE CORRESPONDING COMPONENT R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. WHERE INSULATED SIDING IS USED FOR THE PURPOSE OF COMPLYING WITH THE CONTINUOUS INSULATION REQUIREMENTS OF TABLE R402.1 .2, THE MANUFACTURER'S LABELED R-VALUE FOR THE INSULATED SIDING SHALL BE REDUCED BY R-0.6. CLIMATE ZONE 5 (PER TABLE 402.1 .4): FENESTRATION U-FACTOR IS TO BE 0.30 OR BETTER SKYLIGHT U-FACTOR IS TO BE 0.55 OR BETTER CEILING U-FACTOR IS TO BE 0.026 OR BETTER EXTERIOR WOOD FRAME WALL U-FACTOR IS TO BE 0.060 OR BETTER FLOOR U-FACTOR IS TO BE 0.033 OR BETTER BASEMENT WALL U-FACTOR IS TO BE 0.059 OR BETTER CRAWLSPACE WALL U-FACTOR IS TO BE 0.055 OR BETTER 402.1 .4 U-FACTOR ALTERNATIVE AN ASSEMBLY WITH A U-FACTOR EQUAL TO OR LESS THAN THAT SPECIFIED IN TABLE 402.1 .4 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUE IN TABLE 402.1 .2. 402.1 .5 TOTAL UA ALTERNATIVE WHERE THE TOTAL BUILDING THERMAL ENVELOPE UA, THE SUM OF U-FACTOR TIMES ASSEMBLY AREA, IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM MULTIPLYING THE U-FACTORS IN TABLE R402.1 .4 BY THE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING, THE BUILDING SHALL BE CONSIDERED TO BE IN COMPLIANCE WITH TABLE R402.1 .2 THE UA CALCULATION SHALL BE PERFORMED USING A METHOD CONSISTENT WITH THE ASHRAE HANDBOOK OF FUNDAMENTALS AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF FRAMING MATERIALS. IN ADDITION TO UA COMPLIANCE, THE SHGC REQUIREMENTS SHALL BE MET. 402.2 SPECIFIC INSULATION REQUIREMENTS 402.2.1 CEILINGS WITH ATTIC SPACES WHERE SECTION R402.1 .2 REQUIRES R-49 INSULATION IN THE CEILING, INSTALLING R-38 OVER 1 00 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION 402.1 .4 AND THE TOTAL UA ALTERNATIVE IN SECTION 402.1 .5. 402.2.2 CEILINGS WITHOUT ATTIC SPACE WHERE SECTION R402.1 .2 REQUIRES INSULATION R-VALUE GREATER THAN R-30 IN THE CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION R-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-30. INSULATION SHALL EXTEND OVER THE TOP OF THE WALL PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION 402.1 .2 SHALL BE LIMITED TO 500 SQ. FT. OR 20% OF THE TOTAL INSULATED CEILING AREA, WHICHEVER IS LESS. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1 .4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1 .5. 402.2.3 EAVE BAFFLE FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID MATERIAL. 402.2.4 ACCESS HATCHES AND DOORS ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE-FILL INSULATION IS INSTALLED, A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE-FILL INSULATION FROM SPINNING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION. EXCEPTION: VERTICAL DOORS PROVIDING ACCESS FROM CONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION REQUIREMENTS OF TABLE R402.1 .2 BASED ON THE APPLICABLE CLIMATE ZONE SPECIFIED IN CH. 3. 402.2.8 FLOORS FLOOR FRAMING-CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. 402.2.9 BASEMENT WALLS WALLS ASSOCIATED WITH CONDITIONED BASEMENTS SHALL BE INSULATED FROM THE TOP OF THE BASEMENT WALL DOWN TO 1 0' BELOW GRADE OR TO THE BASEMENT FLOOR, WHICHEVER IS LESS. WALLS ASSOCIATED WITH UNCONDITIONED BASEMENTS SHALL COMPLY WITH THIS REQUIREMENT EXCEPT WHERE THE FLOOR OVERHEAD IS INSULATED IN ACCORDANCE WITH SECTIONS R402.1 .2 AND R402.2.8. 402.2.1 0 SLAB-ON-GRADE FLOORS SLAB-ON-GRADE FLOORS WITH A FLOORS SURFACE LESS THAN 1 2" BELOW GRADE SHALL BE INSULATED IN ACCORDANCE WITH TABLE 402.1 .2. THE INSULATION SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB ON THE OUTSIDE OR INSIDE OF THE FOUNDATION WALL. INSULATION LOCATED BELOW GRADE SHALL BE EXTENDED THE DISTANCE PROVIDED IN TABLE R402.1 .2. BY ANY COMBINATION OF VERTICAL INSULATION, INSULATION EXTENDING UNDER THE SLAB OR INSULATION EXTENDING OUT FROM THE BUILDING. INSULATION EXTENDING AWAY FROM THE BUILDING SHALL BE PROTECTED BY PAVEMENT OR BY NOT LESS THAN 1 0" OF SOIL. THE TOP EDGE OF THE INSULATION INSTALLED BETWEEN THE EXTERIOR WALL AND THE EDGE OF THE INTERIOR SLAB SHALL BE PERMITTED TO BE CUT AT A 45° ANGLE AWAY FROM THE EXTERIOR WALL. SLAB-EDGE INSULATION IS NOT REQUIRED IN JURISDICTIONS DESIGNATED BY THE CODE OFFICIAL AS HAVING A VERY HEAVY TERMITE INFESTATION. 402.2.1 1 CRAWL SPACE WALLS AS AN ALTERNATIVE TO INSULATING FLOORS OVER CRAWL SPACE, CRAWL SPACE WALLS SHALL BE INSULATED PROVIDED THAT THE CRAWL SPACE IS NOT VENTED TO THE OUTDOORS. CRAWL SPACE WALL INSULATION SHALL BE PERMANENTLY FASTENED TO THE WALL AND SHALL EXTEND DOWNWARD FROM THE FLOOR TO THE FINISHED GRADE ELEVATION AND THE VERTICALLY OR HORIZONTALLY FOR NOT LESS THAN AN ADDITIONAL 24". EXPOSED EARTH IN UNVENTED CRAWL SPACE FOUNDATIONS SHALL BE COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE, AS APPLICABLE. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6" AND BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6" UP STEM WALLS AND SHALL BE ATTACHED TO THE STEM WALLS. 402.2.1 2 MASONRY VENEER INSULATION SHALL NOT BE REQUIRED ON THE HORIZONTAL PORTION OF A FOUNDATION THAT SUPPORTS A MASONRY VENEER 402.3 FENESTRATION 402.3.1 U-FACTOR AN AREA AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-FACTOR REQUIREMENTS. 402.4 AIR LEAKAGE 402.4.1 BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1 .1 AND R402.4.1 .2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. 402.4.1 .1 INSTALLATION THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS INDICATED IN TABLE R402.4.1 .1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND THE CRITERIA INDICATED IN TABLE R402.4.1 .1 . AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1 . ALL JOINTS, SEAMS AND PENETRATIONS. 2.SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. 3.OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 4.UTILITY PENETRATIONS. 5.DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 6.KNEE WALLS. 7.WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. 8.BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. 9.COMMON WALL BETWEEN DWELLING UNITS. 1 0.ATTIC ACCESS OPENINGS. 1 1 .RIM JOIST JUNCTION. 1 2.OTHER SOURCES OF INFILTRATION 402.4.2 FIREPLACES NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS, AND OUTDOOR COMBUSTION AIR. WHERE TIGHT-FITTING DOORS ON FACTORY-BUILT FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 1 27, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE. 402.4.3 FENESTRATION AIR LEAKAGE WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NOT GREATER THAN 0.3 CFM PER SQ. FT., AND FOR SWINGING DOORS, NOT GREATER THAN 0.5 CFM PER SQ. FT., WHEN TESTED IN ACCORDANCE TO NFRC 400 OR AAMA/WDMA/CSA 1 01 /I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. 402.4.5 RECESSED LIGHTING RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. RECESSED LUMINARIES SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT GREATER THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A PRESSURE DIFFERNTIAL OF 1 .57 PSF . RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. 402.5 MAXIMUM FENESTRATION U-FACTOR AND SHGC THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADE-OFFS FROM SECTION 402.1 .5 OR 405 SHALL BE 0.48 IN ZONES 4 AND 5 AND 0.40 IN ZONES 6 THROUGH 8 FOR VERTICAL FENESTRATION, AND 0.75 IN ZONES 4 THROUGH 8 FOR SKYLIGHTS. THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION SHGC PERMITTED USING TRADE-OFFS FROM SECTION R405 IN CLIMATE ZONES 1 THROUGH 3 SHALL BE 0.50. 403.1 CONTROLS NOT LESS THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 403.3 DUCTS 403.3.1 INSULATION SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-8 FOR DUCTS 3 INCHES IN DIAMETER AND LARGER AND NOT LESS THAN R-6 FOR DUCTS SMALLER THAN 3 INCHES IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE INSULATED TO NOT LESS THAN R-6 FOR DUCTS 3 INCHES IN DIAMETER AND NOT LESS THAN R-4.2 FOR DUCTS SMALLER THAN 3 INCHES IN DIAMETER. 403.2.2 SEALING DUCTS, AIR HANDLERS, FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS APPLICABLE. 403.3.3 DUCT TESTING 1 . ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 2.POST CONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. EXCEPTIONS: A DUCT AIR-LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. A DUCT AIR-LEAKAGE TEST SHALL NOT BE REQUIRED FOR DUCTS SERVING HEAT OR ENERGY RECOVERY VENTILATORS THAT ARE NOT INTEGRATED WITH DUCTS SERVING HEATING OR COOLING SYSTEMS. 403.3.5 BUILDING CAVITIES BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 403.4 MECHANICAL SYSTEM PIPING INSULATION MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS GREATER THAN 105°F OR LESS THAN 55°F SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3. 403.4.1 PROTECTION OF PIPING INSULATION PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. THE PROTECTION SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL BE PROHIBITED. 403.5 SERVICE HOT WATER SYSTEMS ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS R403.5.1 THROUGH R403.5.4. 403.5 CIRCULATING HOT WATER SYSTEMS ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2. CIRCULATING HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. 403.5.3 HOT WATER PIPE INSULATION (PRESCRIPTIVE) INSULATION FOR HOT WATER PIPING WITH A THERMAL RESISTANCE, R-VALUE, OF NOT LESS THAN R-3 SHALL BE APPLIED TO THE FOLLOWING: 1 . PIPING 34 INCH AND LARGER IN NOMINAL DIAMETER. 2. PIPING SERVING MORE THAN ONE DWELLING UNIT. 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. 4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. 5. PIPING LOCATED UNDER A FLOOR SLAB. 6. BURIED PIPING. 7. SUPPLY AND RETURN PIPING IN RETICULATION SYSTEMS OTHER THAN DEMAND RE-CIRCULATION SYSTEMS. ALL REMAINING PIPING SHALL BE INSULATED TO AT LEAST R-3 OR MEET THE RUN LENGTH REQUIREMENTS OF TABLE R403.4.2. 403.6 MECHANICAL VENTILATION THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS THIS SECTION OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. 403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FANS USED TO PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SHALL MEET THE EFFICACY REQUIREMENTS OF TABLE R403.6.1 EXCEPTION: WHERE AN AIR HANDLER THAT IS INTEGRAL TO TESTED AND LISTED HVAC EQUIPMENT IS USED TO PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION, THE AIR HANDLER SHALL BE POWERED BY AN ELECTRONICALLY COMMUTATED MOTOR 403.7 EQUIPMENT SIZING AND EFFICIENCY RATING HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS INSTALLED. R404.1 LIGHTING EQUIPMENT NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. R404.1 .1 LIGHTING EQUIPMENT FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. IECC RESIDENTIAL PRESCRIPTIVE CODE ADDRESS: 1 0404 DITCH ROAD CARMEL IN LOT SIZE 435,593 MIN AREA 1 5,000 MIN LOT WIDTH 1 20 FRONT YARD SETBACK 40' SIDE YARD SETBACK 1 0' MIN 30 ' TOTAL REAR YARD SETBACK 20' MAXIMUM LOT COVERAGE 35% =1 52,457 MAX HEIGHT 35' (TO MIDPOINT OF GABLE FROM GROUND LEVEL ) MAX ACCESSORY HEIGHT 1 8' 08/09/22