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2003-560 (2) �I A-4 � � I�I SOT 5 f22RA III S-7 NOTr=5 I. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NEW YORK I. ALL FRAMING LUMBER TO BE A MINIMUM OF NO. 2 CONSTRUCTION GRADE (IOOOFB) STATE ENERGY CODE, UNIFORM FIRE PREVENTION AND BUILDING CODE AND 51ZED AS INDICATED UNLESS NOTED OTHERWI5E. DO NOT CHANGE 51ZE NOR 24'-0" 2. THESE DRAWIN95 DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. BRACE BUILDING SPACING OF ANY STRUCTURAL ELEMENTS. PROPERLY UNTIL ALL STRUCTURAL ELEMENTS ARE INSTALLED. 2. TAKE NECESSARY P TOP OF PORCH FOUNDATIONRECAUTIONS TO PROTECT ALL LAMINATED WOOD BEAMS TO BE SET APPROX. 6" BELOW 3. CONTRACTOR SHALL VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES AND OTHER EXP05ED FRAMIN6 MATERIALS FROM DAMAGE AND D15FIGURIN6 MARKS.TO FIN. GRADE TO THE ARCHITECT FOR RESOLUTION - - - - - - - - - - _ _ _ _ _ _ 4. ALL WORK COMPLETED BY OWNER AND CONTRACTOR SHALL BE IN COMPLIANCE WITH ALL LAWS, STATUTES 5. INSPECT ALL LUMBER FOR DEFECTS. ALL LUMBER SHALL BE FREE FROM ROT, ° d ° '4 4 ° AND RULES HAVING JURISDICTION OVER THE AREA WHERE THIS CONSTRUCTION IS BUILT. DECAY AND OTHER DEFECTS WHICH WOULD AFFECT ITS DURABILITY OR RENDER I ° EXGA Q .. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, CODE AMMENDMENTS, STANDARDS, ORDINANCES, IT UNSAFE FOR THE INTENDED PURPOSE. DISCARD ANY MATERIAL I ° RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING= WHICH 15 NOT FREE FROM DEFECTS. A-4 I °'. I Y TEE) m _ LOCAL ZONING ORDINACE, LOCAL CODE REQUIREMENT5 (PLUMBING, ELECTRICAL, ETC.) 4. WHERE LAMINATED BEAMS ARE SHOWN ON DRAWINGS AND WILL BE I I �4� NG - - - - NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EXPOSED TO VIEW PROVIDE BEAMS AS APPEARANCE RADE. L GO . SLAB � G I � N NEW YORK STATE ENERGY CONSERVATION CODE I i Q I nA LW NATIONAL PLUMBING CODE 5. ALL TRU55E5 SHALL BEAR THE MANUFAGTURER'5 STAMP AND SHALL BE INSTALLED I I I NATIONAL �- ELECTRICAL CODE AGGORDIN6 TO THE MANUFACTURER'S DIRECTIONS. DO NOT MODIFY ANY TRU55 OR I I � � I� � - I I � � < Z PART OF A TRUSS WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE TRU55 MANUFACTURER. 5. CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NEGE55ARY TO PROVIDE COMPLETE AND CONTRACTOR SHALL MAINTAIN ON SITE TRU55 DE516N DETAILS AND DRAWINGS FOR I I bXb TREATED POST I ICI Z OPERATING SYSTEMS, EXCEPT AS NOTED IN THE CONSTRUCTION DOCUMENTS FRAMING INSPECTION. I a I L I / O O 6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS HK- i i 24' X 24" X 120 T GONG. FT6. I I O- I--7. PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORDANCE 6' Pr= �eN L.QA��� 4 I I I W/(3) #4 BARS EACH WAY I t n J� (� O WITH RECOGNIZED GOOD STANDARD PRACTICE. �`+ E (3) 2X12 WOOD GIRDER 7- LL -6,. DRAWINGS DO NOT PURPORT TO 5HOW ALL EXISTING OBJECTS ON THE SITE. CONTRACTOR SHALL CAREFULLY 90 WIND FLOOR LOADS 40 PSF I I Z X INSPECT THE ENTIRE AREA PRIOR TO 5TARTIN6 WORK AND INCLUDE IN CONTRACT ALL AFFEGT5 OF '10GROUND SNOW LOAD 511LEEPIN5 AREAS AND ATTICS 30 P5F EXISTING CONDITIONS TO WORK. I ° I `2XI2 616" O.G. 2XI2 616' O.C. 2XI2 016, O.G. 41. CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES BETWEEN THE DRAWIN65, T PROVIDE WOOD OR METAL BRIDGING AT MID SPAN BETWEEN JOISTS UNLESS NOTES AND THE EXISTING CONDITIONS. SHOULD DRAWIN65 OR NOTES DISAGREE IN THEMSELVES OR NOTED OTHERWISE. i I F F WITH EACH OTHER THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER I Q T FR - QUANTITY OF WORK AND MATERIALS. 6. PROVIDE DOUBLE JOIST AMIN6 UNDER ALL PARTITIONS PARALLEL WITH JOIST I b" X lb" GONG. FT6. _II L DIRECTION AND AROUND ALL FLOOR OPENIN65. W/(2) #4 BAR = IO.DO NOT DISTURB NOR INTERRUPT EXI5TIN6 UTILITIES SUCH AS SEWER, WATER, ELECTRIC OR OTHER A_I " NO 4 I I Q SERVICES ENCOUNTERED DURING EXCAVATION. 41. ALL FLOOR JOISTS FRAMING INTO THE SIDE OF WOOD 61RDERS OR HEADERS ARE I IFOUNDATION TO BE SUPPORTED ON METAL JOI5T HANGERS OF 51ZE TO MATCH JOIST. 11. MINOR ITEMS OF WORK SUCH AS PATCHING, BLOCKINCC, TRIM ETC. SHALL BE PERFORMED AS REQUIRED I I GIRDER POGKE TO MAKE THE WORK COMPLETE, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT. 10• INSTALL FLOOR JOISTS AND RAFTER5 WITH GROWN UP. I L ; „ 11. PROVIDE PRESSUE TREATED 2" X 6" SILL PLATE WITH COMPRESSIBLE SILL SEALER AND -1 12. PROVIDE SHALL MEAN : FURNISH AND INSTALL. -' °°° � � ° ° '' - - - - - - - - - - - - - ANCHOR BOLTS 1/2" DIAMETER X 14" LONG WITH 3" HOOK SPACED MAX. 8' - OilO.G. - - - - - - - - - - - 13. CONTRACTOR SHALL LEAVE THE 51TE IN A NEAT, ORDERLY AND SAFE CONDITION AND I' - O" FROM ANY END OF SILL. I ( I I 3 I A-1 AT THE END OF EACH WORK DAY. THE SITE AND BUILDING SHALL BE MADE 12. ALL PLYWOOD SUBFLOORING SHALL BE TONGUE AND GROOVE PLYWOOD IN THICKNESS AS SECURE AS P05SIBLE 50 AS TO PREVENT UNAUTHORIZED ENTRY AND ° ACTIVITY. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES INDICATED GLUED AND NAILED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS I I I ! AND FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY. I I I I ® !� 15. ALL EXTERIOR WALL5 SHALL BE 2X6 ® 16" O.G. CONSTRUCTION AND INTERIOR WALLS I e I SET TOP OF NEW FOUNDATION I . EXISTING FOUNDATION 7- 50 THAT TOP OF NEW 2 X 12 V Y 14. CONTRACTOR 5HALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL ITEMS SHALL BE 2X4 ® I6 O.G. CONSTRUCTION UNLESS NOTED OTHERWISE. I I I \ ` DAMAGED OUT5IDE OF THE CON5TRUCTION LIMITS OR ANY DISTURBED ITEMS I FLOOR SYSTEM ALI6N5 WITH EXISTING FLOOR SYSTEM NOT SCHEDULED FOR WORK WITHIN CONTRACT LIMITS. 14. PROVIDE PRESSURE TREATED WOOD SILL PLATE ON ALL PARTITIONS A-I I I SYSTEM. i I I SET ON GONGRET'E SLAB. 15. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF LEGALLY AT AN APPROVED OFF 517E LOCATION 15. ALL HEADERS IN BEARING WALLS LE55 THAN 6'-0" SHALL BE A MINIMUM OF: (2) 2 X 10 WITH 1/2 PLYWOOD FILLER AND SHALL BE SUPPORTED ON EACH END 16. BLEND WORK OF TH15 CONTRACT SMOOTHLY INTO EXISTING CONDITIONS AT BY A SINGLE JACK STUD. x CONSTRUCTION LIMITS. ALL HEADERS IN BEARING WALLS GREATER THAN 6'-0" SHALL BE A MINIMUM OFLU � (5) 2 X 10 WITH 1/2 PLYWOOD FILLER AND SHALL BE SUPPORTED ON EACH END BY 4 I I ° I-7. ALL DISTURBED AREAS NOT OTHERWISE SURFACED TO BE TOP 501LED AND SEEDED. DOUBLE JACK STUDS. N I o UNEXGAVATED % I _ _ _ _ _ LU W/4" GONG. SLAB OVER i 1 rUNEXGAVA ED .� Ia. DURING EXCAVATION AND SITE WORK NEAR TREES SCHEDULED TO REMAIN, CONTRACTOR I I I i Q SHALL TAKE PROPER MEASURES TO PROTECT ROOT SYSTEM AND OVERHANGING, BRANCHES N FROM DAMAGE. SHADED AREA DROPPED TO +-N iq, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM I - - - - - l \ ALLOW 4" GONG. SLAB TO BE � r - - - - � v W STRUCTURE AND TO PREVENT PONDIN6. I °. I POURED OVER. I > , Q 7 21. PROVIDE FIBER&LA55 BATT INSULATION IN ALL INTERIOR WALLS 5URROUNDIN6 BATHROOMS. Al� 3 I I I °: I V 22. PROVIDE SELF ADHERING RUBBER MEMBRANE, 36" WIDE "ICE AND WATER SHIELD" AS '°. I I I < MANUFACTURED BY GRACE COMPANY OR APPROVED EQUAL. APPLY FULL WIDTH AT ALL '4_4 I I I TOP OF PORCH FOUNDATION 0EAVE LOCATIONS AND CENTER 36" WIDTH IN ALL VALLEYS. I I I I o � Z� z I TO BE SET APPROX. b" BELOW < 25. COMMENCE WORK IMMEDIATELY UPON DIRECTION OF THE OWNER, AND PROCEED L - - - - - - - - - - - - - - - - - - - - - - - - - J i PROPOSED FIN. GRADE 0 DILIGENTLY AND CONTINUOUSLY WITH ADEQUATE FORGES UNTIL COMPLETION. IF I a DISCREPANCIES OCCUR IN ONE AREA OF THE WORK, CAU51N6 DELAY, THE CONTRACTOR - - - - - - SHALL PROCEED WITH ANOTHER PORTION OF THE WORK 50 AS NOT TO REMAIN IDLE. T 24. ARCHITECT SHALL HAVE THE RIGHT TO OBSERVE THE PROGRESS OF THE WORK FOR PROVIDE CEMENTITOU5 PURPOSES OF DETERMINING CONFORMANCE WITH THE REQUIREMENT5 AND INTENT OF THE FOUND GOAT TO EXPOSED - Q ° FOUNDATION FAGS ABOVE GRADE. ,, CONTRACT DOCUMENT5 AS INTERPRETED BY THE ARCHITECT. TREATED 2X6 SILL ('-10 q'-V M.O. 11.41 9'-5" M.O. -I"2 I, b'-ON 2'-O" z W/ GOMPRE551 BLE FILE PSIG _ _= COPY I 5�E� I � I �/A T I O I �J SEALER �';�• APPROX. GRADELL 1�A T'�i� I A� � s � 24-0 � 8'-O' WINDOWS: ALL WINDOWS AS INDICATED ON DRAWINGS TO BE: PRE-FORMED 1/2" 0 X 14" LONG APPLY (2) GOATS BITUMINOUS ANCHOR BOLT OOK --�AMPPROOFIN6. EXTEND OVER RIGID VINYL CLADDING IN "WHITE"COLOR, HIGH PERFORMANCE INSULATED 61LA55, END. PLACE ® FT6. AND STOP BELOW GRADE HARDWARE, WEATHERSTRIPPING, GRILLS AS REQUIRED TO MATCH DRAWIN65, AND 12" FROM CORNERS. d _BACK FILL AGAIN5T FOUNDATION ~ INSECT SCREEN AND EXTENSION JAM55 AS MANUFACTURED BY ANDERSON WINDOW CORP. OUNi7AT I ON PLAN NSW ADDITION X I ST I NG OR APPROVED EQUAL. INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS. W/GLEAN POROUS FILL INTERIOR FINISH TO MATCH INTERIOR TRIM 4 a (4) #4 HORIZONTAL-SPACE SCALE; 1/4"=1'-O" o z APPROX. 241, O.G. FOUNE�)A71 ON N07ES : _� a NOTICE CP��pOF K 4C-L,, o ~ 2" MIN. CLEAR UJ JOIST HANGER C:)Pe <a o�� a TREATED 2X6 SILL SMW DETECTS ARE RENRED IN BEDROOMS, I. CONTRACTOR 5HALL VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY oQ ADJACENT TO BEDROOMS,AND ON EACH FL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. ~ 2X4 ® 24" O.G.WITH TREATED SILL. Y2" COMPRESSIBLE F CLUDING CELLAR OR BASEMENT.ALLIOt�K�' O'G' NEW OFFICE FLOOR be SHALL BE INTERCONNECTED ON E •} M d PROVIDE FOIL FACED (25 FSR) 4" GONG. SLAB ALL SMOKE DETECTORS MUST BE BATTER ,Eyt��16'5UBFLOOR R-II INSUL. r r 2. ALL CONCRETE SHALL DEVELOP COMPRESSIVE STRENGTH OF 3p00 P51 AT 28 CARBON MONOXIDE DETECTOR REQUIREF I __IBEROLA55 IN5. DAYS FOR SLABS, FOOTINGS, PIERS, AND WALLS. • LOWEST SLEERNI ' ! 2XI2 ®I6" O.G. s� 3 d p � TOWN OF QUEENSEURY BUILDING DEPARTMENT 2� �3 3. ALL FOOTINGS AND PIERS 5HALL BE PLACED ON UNDISTURBED 501E AND SHALL °Q #4 VERTICAL. ® 48" O.G. � ° '%e °oo Based on oUr limited examination, O°p w 0.0 4" 4" 16.01 mments shall BE BELOW LOCAL FROST DEPTH OR HAVE A MINIMUM OF 4.5 INCHES EARTH COVER. FLEXIBLE WATER5TOP not construed as indicating the plans and specifications are in full OR KEYWAY #4 DOWEL ® 45" O.G. compliance with the Building Codes 4. CONCRETE FOOTING SIZES BASED ON 2,500 PSF SOIL BEARING CAPACITY. COMPRESSIBLE FILLER 4. GONG. COVE of New York at.t 4" GONG. SLAB REINF. W/ 4"0 PVC, PERFORATED FOOTING ° 5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITY PENETRATIONS AND 6 X 6: 1,4W X IAH WWF DRAIN WITH MIN. 12" CRUSHED PROVIDE SLEEVES AT ALL PENETRATIONS. ON 6 MIL POLY MOISTURE ° STONE. COVER WRAP WITH BARRIER% 1� • FELT. SLOPE o Y6" PER FOOT TO NOTICE 6. PROVIDE GEMENTITIOU5 PARE GOAT TO EXTERIOR FACE OF FOUNDATION WALL . ° , 4 DAYLIGHT OR REMOTE DRY WELL. 8" GONG. FOUNDATION KRAFT paper �SULATbN MUST BE 2�-Oil � � PROJECT NO: WHERE EXPOSED ABOVE FINISH GRADE. ° - T Wog Or- C J'"EN 'RY �° �°� a. (5) #4 BARS CONTINUOUS. COVERED BY NON-COMBUSTIBLE RA p^'rR DATE: 7/8/03 ������� w�000°� • .0OD d) ° � 3/8" AG PLYWOOD B ILDIN C S DRAWN: M5 'I. PROVIDE BITUMINOUS DAMPPROOFIN6 PARGE GOAT TO EXTERIOR FACE OF � a FOUNDATION WALL. APPLY WATERPROOFING FROM FIN15HED GRADE ELEVATION °. R VIEWED No. REVISION/DATE AND EXTEND DOWN OVER TOP OF FOOTINGS. REMOVE FORM PINS FROM FACE OF (3) #4 BARS CONTINUOUS •° d 1510N5 R WALLAND PATCH AREA SMOOTH PRIOR TO BITMINOU5 APPLICATION. 6== AOMPAGTED D TE I ILDIN6 DEFT.l/25/03 GRAVEL v 2" GLR. UNDISTURBED SOIL ISIONS PER K, NNICE 2 ILDIN6 DEPT. 8/IS/03 8. UNLESS OTHERWISE NOTED, ALL CONCRETE 5LAB5 5HALL BE 4" THICK I6 MONOLITHIC TROWELED FINISH, REINFORCED WITH 6" X 6" X I0/10 WELDED WIRE FOAM INSULATION MUST BE COVERED FABRIC, PLACE ON 6 HIL. POLY VAPOR BARRIER OVER 6 INCH DEPTH OF BY A 15 MINUTE THERMAL BARRIER DRAWING NO: COMPACTED GRANULAR FILL. 2 FOUNOAT I ON DETAIL I r-OUNDAT I ON DETAIL A-I SCALE: 3/4"=I'-0" ,o,-I SCALE: 3/4" FRAM INS,3 S, DETAIL ('[' 4V � 1( T-4-6+ A-I SALE: I 2 PROVIDE FACTORY BUILT 2 A-3 ZERO CLEARANCE 6A5 A-5 FIREPLACE. INSTALL ACCORDING TO MANJFA '`_ I145TRUCTTON5 ANO PER L AL EX15T. 5UNROOM EUILDIN6 CODE. PROVIDE 5TEF UP TO SLAB 24'-0" 2* 121-01, Tl^BO-2452 2-20 �--Il L �— — AFFW601 I I TW 3046-2 1 TW 210510-2 W Lu CA 51TTING AREA [Y } SEWING ROOM 1 -� I 1 f OL W PROVIDE CEILING MOUNTED 2XIO 61b" O.G. m W Z 1 SMOKE DETECTOR. LOCATE I IN EACH BEDROOM AND ONE ON PROVIDE CEILING 550 1L O O EACH FLOOR. HARD WIRED AND 1 tI/' MOUNTED CARBON 510"X 6180 — — —A INTERCONNECTED. I MONOXIDE DETECTOR O EX15T. FAMILY RM. � W Z .� I� l'-° " 4'-0" 11' x EX15T. KITCHEN 1 BEDROOM Ld 7 1— Sv 1 BATH I 60 VANITY Q x d- Iv O x BATH _ BUILT-INS 1 O ~ Lr- 3'0 X 6� up LAUN RY STAIRWAY HEADROOM 5D m 15 ® -I /I6' 9ON I b 6-8 MIN. 0 1 m DN. RUI,1 ® q. b-O'BI-FOLD Ifi z I I I 1M •''-0• Qu ooe\ • x ' V I I u4O i i 5 0 BI-FOLDHALLWAY — — 1 RAILING � NO IW1 ATM FROM TOP = � I n GL. � I I I HALLWAY ' �� 9"- ROD 0 I OF 5 RMU R TO TOP OFI30 P �PPO�POST FakDATION KALL AT STAIR _ AL N i EXIST. FOYER L — — J ATTIC ACCESS GOING DOWN TO BASEMENT LEVEL ----- --- I I Z 1 BELOW STEEL BEAM 22" X 30" MIN. ! TO MAINTAIN PROPER CLEARANCE X 6'8" BOOKCASES I � �� BOOKCASES I � FOR STAIR, THIS AREA ONLY. 5-0 FRENCH PROVIDE FACTORY BUILT m PROVIDE "Co LABEL DOOR AND PROVIDE O ZERO CLEARANCE GAS FRAME W/AUTO CLOSER AND 5 NOTE: 2_2 FIREPLACE. INSTALL POSITIVE LATCH. ATH ACCORDING TO MANUFA RER'S 23'-3'' IN REQ'D AREAS. Z I I INSTRUCTIONS AND PER LOCAL 1 I BUILDING CODE. ��� ' 3 1 1 ZPROVIDE 3/4 HOUR FIRE RATING HOME OFF I GE Z C) W I 1 TO ALL WALL AND CEILING '� I � r _� SURFACES OF GARAGE W/ (I) m n 1 O AME ROOM ! LAYER 5/8 FIRE RATED GYP. BD. REPLACE EXIST. P05T W/P05T TO MATCH 1 I " 1 1 EQ. EQ. ENTRANCE AT ADDITION Z W 2XIO Gib" O.G. � .� _ 2XIO ®Ib O.G. tl 1 p i I I I 2 TWO 10-3 I I n 2-GAR GARAGE -- -- x Imo— LINE OF CEILING ABOVE 1 cv PROVIDE NEW RAILING O — W 1• p (2) 2 X 12 HEADER � fn GENERAL:NOTE 52" I I IDE SUPPORT POST GONG. SLAB � BELOW STEEL BEAM CONTRACTOR/BUILDER/OWNER321. 0 PROVIDE STEP UP TO SLAB TO FIELD VERIFY ALL 1 1 3 23 TREATED 4 x 4 D I MEN51 ON5 AND FIELD Z 1 TW 24410 TW 34410 TW 24410 1 A_3 T-O" X 8'-O' OVERIeAD DOOR T-O" X b'-O"OVERHEAD DOOR WRAP WITH 3/4" PINE CONDITIONS PRIOR TO J ORDERING MATERIALS OR Q- (2) 2XIO HDR. (2) 2XIO HDR. BEGINNING CON5TRUCTION — m 12'-0" —1 NEW ADDITION EX 1ST I NC u- 24'-0" 8'-O" . W J NEW ADDITION EX 15TI NC SECOND FLOOR PLAN F I RST FLOOR PLAN SCALE: 1/4"=I'-O" SCALE: 1/4"=I'-O" O ENERAL REMOVAL NOTES : REMOVAL KEYNOTES : REMOVAL LEOEND : I. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARCHITECT IN THE CASE &.EXISTING 5URFAGE5 SCHEDULED TO RECEIVE NEW FINISH SHALL BE PATCHED D REMOVE EXISTING GARAGE DOOR AND TRIM IN ITS ENTIRETY WITH OF ANY DISCREPANCIES BETWEEN REMOVALS INDICATED OR IMPLIED AND THAT AND PREPARED AS REQUIRED FOR THE INSTALLATION OF NEW FLOOR OR WALL INFILL WALL AS INDICATED BY HATCHED AREA. WHICH WOULD BE REQUIRED FOR GOMPLETION OF THE PROJECT OR THAT MIGHT FINISHES. JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. REMOVE EXISTING WINDOW AND TRIM 10 7. CONTRACTOR SHALL BE RESPONSIBLE to NOTIFY THE ARCHITECT IN THE CASE OF O INFILL WALL AS INDICATED BY HATCHED AREA. v NEW DOOR MODEL NO 2. CONTRACTOR SHALL TAKE ALL PROPER AND NECESSARY MEASURES TO ANY DISCREPANCIES BETWEEN REMOVALS INDICATED OF IMPLIED AND THAT WHICH -- NEW WINDOW(5) THOROUGHLY PROVIDE TEMPORARY BRACING, SHORING AND SUPPORT OF WOULD BE REQUIRED FOR THE COMPLETION OF THE NEW WORK SPECIFIED O PROVIDE NEW FLOOR FRAMING OVER EXI5TING GONG. SLAB EXISTING STRUCTURE REQUIRED BEFORE ANY REMOVAL WORK BEGINS AND 3 FIN. FLOOR HEIGHT TO MATCH FLOOR HEIGHT IN ADJACENT MAINTAIN IN PLACE UNTIL ALL NEW STRUCTURAL ELEMENTS ARE IN5TALLED 5. ALL CUTTING AND PATCHING OF FINISH SURFACES REQUIRED SHALL CONFORM TO EXISTING FAMILY ROOM AND FIN. FL. HEIGHT OF NEW ADDITION. EXISTING WINDOW TO REMAIN COMPLETELY, SO THAT THE BUILDING EXPERIENCES NO L055 OF INTEGRITY OR THE REQUIREMENTS OF THE DRAWINGS AND NOTES. EXISTING DOOR TO REMAIN 5ETTLEMENT DURING WORK. 9. ALL AREAS WHERE WALLS ARE TO BE ALTERED OR REMOVED PROVIDE NEW LOOR FRAMING OVER EXISTING GONG. SLAB SHALL CONFORM TO O NEW WALL 5. EXISTING CONDITIONS SHOULD BE CONSIDERED TO BE APPROXIMATE. THE REQUIREMENT5 OF THE DRAWINGS AND NOTES. FIN. FLOOR HEIGHT TO MATCH FLOOR HEIGHT IN EXISTING PROJECT NO: DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING OBJECTS AND CONDITIONS LAUNDRY ROOM/KITCHEN. DATE: -I/8/05/ II IN THE BUILDING. CONTRACTOR SHALL CAREFULLY INSPECT AND VERIFY ALL 10. REMOVE ALL EXISTING MATERIAL AND ITEMS SHOWN ON DRAWINGS AS REQUIRED II EXISTING WALL TO REMAIN DRAWN: MS CONDITIONS IN THE ENTIRE WORK AREA AND INCLUDE IN CONTRACT WORK THE TO COMPLETE THE NEW WORK INDICATED. CONTRACTOR SHALL LEGALLY DISPOSE OF 11 REMOVE EXISTING DOOR No. REVISION/DATE EFFECT OF ALL EXISTING CONDITIONS IN THAT WORK. ALL DEBRIS AT AN APPROVED OFF SITE WASTE DISPOSAL SITE UNLESS NOTED I EXISTING WALL TO BE REMOVED I510N5 PER OTHERWISE. I IL.I510N5 PERDING DEPT.'l/25/03 4. ALL FIXTURES AND FINISHED ITEMS SHALL REMAIN THE PROPERTY OF THE 2 ILDING DEPT. SIIS/03 OWNER. CONTRACTOR SHALL DEAL WITH SUCH AS DIRECTED BY THE OWNER. ALL 11. FULLY PROTECT AGAINST DAMAGE TO ALL PARTS OF EXISTING STRUCTURE OR ATiIN 2ND FLOOR PLAN 3/4l 04 DEMOLISHED BUILDING MATERIALS, UNLESS NOTED OTHERWISE, SHALL BECOME FINISHES NOT SCHEDULED FOR REMOVAL. CONTRACTOR SHALL, AT HIS EXPENSE, 3 IWELL WTE AT 6KNT STAIR THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE RESTORE OR REPLACE ANY DAMAGED PORTIONS OF EXISTING STRUCTURE, OR DRAWING NO: CONSTRUCTION SITE. FINISHES TO REMAIN TO A CONDITION EQUAL OR BETTER THEN EXI5TING PRIOR DAMAGE. 5. AT ALL SURFAGE5 EXPOSED BY REMOVAL OF EXISTING EQUIPMENT, FIXTURES, ETC., PATCH AND REPAIR THE SURFACES AS REQUIRED TO MATCH ADJACENT 12. ALL WORK SHALL BE ACCOMPLISHED WITH THE MINIMUM OF INCONVENIENCE FINISHED CONDITIONS OR AS REQUIRED FOR NEW FINISH INSTALLATION. POSSIBLE TO THE OWNER. KEEP DUST AND ACCUMULATION OF DEBRIS TO A MINIMUM A 2 AND DISPOSE OF DAILY. ti 24'-O" 24'-0" 01 Jv loe CONT. RIDGE VENT r CONT. RIDGE VENT NOS NOTE: O PROVIDE CONTINUOUS PROVIDE CONTINUOUS (� SNOW AND ICE SHIELD 5NOW AND ICE SHIELD Q 24" UP ROOF LINE BEYOND 24" UP ROOF LINE BEYOND U-I — PROJECTION OF PROJECTION OF-4NX-R49R+b6i:� � p F ti �, � t Nb%U E. F�C� �F � Z X}X 41�1� F � O� Pt 2 YR. ASPHALT INGLES < Z 2 YR. ASPHALT IN6LE5 � E�FTEQtowJA t.�.- 12 1/2' GDX SHEATH. 10 12 1/2' GDX ATH. � � Z O 10 1�-- O (� 2X1 0 16" O.G. RAFTER 2X6 016, O.G. 2XI 0 16" O.G. RAFTER 0 2X6 ®Ib" OG ,^ n, 7— L R-38 FIBERGLASS INSUL. Lu R-38 FIBERGl.A55 INSUL. v l.� _ PRE MOLDED VENT BAFFLE PRE MOLDED VENT BAFFLE X BETWEEN EACH RAFTER-FULL BETWEEN EACH RAFTER-FULL Z .D 1/4" R-30 HI PERFORMANCE LENGTH OF RAFTER 8 1/4 R-30 HI PERFORMANCE LENGTH OF RAFTER _ FIBER&LA55 1N5ULATION -'� FIBERGL.A55 INSULATION ' E 2X6 SUBFASGIA = o �—2X6 SUBFASGIA b 12" GL. SEWING ROOM L. 12" GL. —1 STORAGE ((� °j ALUMINUM FASCIA AND ALUMINUM FASCIA AND GL. VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT iQn 5/411 Td G 5UBFLOOR 3/4" T4 6 5UBFLOOR 2XI0 016' O.G. 2XIO 016" O.G. Ll W 12 X 22 STEEL BEAM VINYL SIDING VINYL SIDING R-38 FIBERGLASS INSULATION AIR INFILTRATION BARRIER GUE5T BEDROOM SITTING AREA _ AIR INFILTRATION BARRIER =Ki 7/16" 055 5HTH. 5/8" FIRE RATED GYP BD. 7/16" 055 51 1 OVER ENTIRE CEILING. " � 2X4 016" OG. . �� 2X6 01b O.G. p PROVIDE CONTINUOUS , (� GARAGE SNOW AND ICE SHIELD R-IQ FIBER6LA55 INSUL. V 1 INSIDE FACE OF EXT. 5/4 T*6 SUBFLOOR 7: �-- WALL5 (TYP) 2XI2 016" O.G. APPROX. GRADE-PROVIDE 6" K APPROX. GRADE-PROVIDE 6° 4" GONG. SLAB � DROP IN 10' EXTERIOR GRADE TYP. �i DROP IN 10' EXTERIOR GRADE TYP. �— (3) 2XI2 GIRDER > Lu x 6X6 TREATED P05T Lu BASEMENT � 4 � � C� 4" GONG. SLAB Lu V � y 3 BEGT I Oil ® C ARASELu A_4 SGALE: 1/4"=r-o" I SECTION 0 N „_ :_ " Z lu OL 501-011 ll.l ROOF PITCH TO MATCH PITCH H ON EXISTING ADJACENT ~ ROOF 12 of- New KLITN,, yQ0 Ir MATCH , OA 06 75 EXI5TING PRE-ENGINEERED TRUSS ® S ►O 24" O.G. HALLWAY 5/4" T 4 6 5U5FLOOR 2XI2 016" O.C. PROJECT NO: DATE: -1/8/05 DRAWN: M5 BASEMENT No. REVISION/DATE SIONS PER I ILDIN6 DEPT.1/25/03 I51ON5 PER 4" GONG. SLAB 2 ILDIN6 DEPT. 5/15/03 DRAWING NO: 2 BEGT I Oil @ HALL AA A,_4 SCALE: 1/4'=I'-0" RIDGE VENT CLAPBOARD VINYL 51DIN5 12 ALUM. FASCIA 10 VINYL SFUTTERS \\" Q N �.OL LU 12 u � z tnLa � LurFFF 7- t- Q I �t 0 Ll PROVIDE STEP UP TO SLAB �— I - - - - - - - - - NEW WINDOWS AND -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BRICK ONEXISTIN6WALL \ �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j' �fi�01\lT ELEVATION rIEW ADDITION EXISTING SCALE: 1/4"M11-011v L La z � � � v 12 QL La 0 (� 10 / O z 0 w w �E QF NSW Y O �Z C, } rr I LL] s ►o" Li PROVIDE STEP UP TO SLAB I I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT NO: DATE: DRAWN: MS — — — — — — - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - No. REVISION/DATE - - - - - - - - - - - -Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1510 :PER ILDIN6 DEPT.1/25/05 EXISTINCG NEW ADDITION 151O%PER 2 PUILDIN&DEPT. 5/15/03 LEFT ELEYNTION REAR ELEVATION SCALE: I/4'=1'-0" SGALC: 1/4"=1'-0" DRAWING NO: Am Z A A-3 PROVIDE STEP UP TO SLAB EXIST. SUNROOM 23'-10" 24'-0" IN I I� =-Kv - 'AL '' TH50-2452-2-20 AFFWb01 1 I - 5 TW 5046-2 TW 210510-2 5 �: Q Q Q A-g I I A-3 10'-8 " 12'-I" (� CA GUE5T I I BEDROOM SITTING AREA STORAGE i 2XIo 016N O.C. o `2XIo ®I6" o.G. r" Lu 7— PROVIDE CEILING D CARBON o 3'0" "X 6'8 MONOXMOUNTIDE DETECTOR 310" X 618" OL EXIST. FAMILY RM. Lu < Q a EXI5T. KITCHEN (Y- 7 OVIDE CEILING MOUNTED 55DD ATTIC ACCESS I SMOKE DETECTOR. LOCATE I IN 51f m V 11I 22" X 30" MIN. I EACH BEDROOM AND ONE ON EACH FLOOR. HARD WIRED AND INTERCONNECTED.L <60' VANITY l� - 5'-O" FRENCH I Q � � l� lt1 j 30" I -Q BATH 5D _ HALLWAY _ - u, r5V'O' Xi 3'0" X 6'8' 5D STAIRWAY HEADROOM rON i i Y LAUN RY 15 ® -1 /I6 b'-8' MIN. b'-0' BI-FOLD 14 ® ON. I:: = UP z i iI N N pal ® q 5� 7-0 oq 2' NX : Q V-0" FRENCH Q - - - _ 510N BI-FOLD i 4 HALLWAY N SHELF # ROD GL. N PROVIDE SUPPORT P05T ( o ; ; _ ' AL N ' ; EXIST. FOYER ® }- 9 I I BELOW STEEL BEAM ! ------ --- i i Z p I Sv I b PROVIDE "ON LABEL DOOR AND FRAME W/AUTO CLOSER AND 3'0" X b'8" f z \ \ POSITIVE LATCH. — !- j NOTE: PROVIDE 2'-4�" '►'--11" n, C) 5 I" I I 6 52" 5A 8 5'-II' EXST 5� SAFETY GLAZING I I 23-3 IN REQV AREA5. ATH �- �: 40, TlL= I 3 - 7- 4" I I 0 3 HO � l�l PROVIDE 5/4 HOUR FIRE RATING x ME OFF I GE TO ALL WALL AND CEILING 1 Z U-I 9 5EW1NG ROOM ' y SURFACES OF GARAGE W/(I) LAYER 5/8' FIRE RATED GYP. BD. m REPLACE EXI5T. POST N < 6O I I I N W/ POST TO MATCH 2XIO 016" O.G. 4 3 2XI0 OIb" O.G. `� I _ I Eo. E0. ENTRANCE AT ADDITION Lu m I I Q I —1 6 I v I 2 ., ( :2 N I I TW 21 1G ADJUSTABLE SHELVES (TYP) 2-GAR GARAGE 1------ — x O v - PROVIDE NEW RAILING ice-- LINE OF CEILING ABOVE I � Q "-' - (2) 2 X 12 HEADER OL (� 9 b PROVIDE SUPPORT POST GONG. SLAB NOTE: GENERAL A--N Q _ BELOW STEEL BEAM GONTRAGTOR/BUILDER/OWNER � Z7 PROVIDE STEP UP TO SLAB O Q I I O 23-5 3 TO FIELD VERIFY ALL m I CTN34 6 3 TREATED 4 X 4 DIMENSIONS AND FIELD OL z TW 24410 TW 34410 TW 24410 L—j q'-O" X 8'-0' OVERHEAD DOOR 'T-ON X 8'-0" OVERHEAD DOOR WRAP WITH 5/4" PINE CONDITION5 PRIOR TO < — — ORDERING MATERIAL5 OR (2) 2xlo HDR. (2) 2x10 HDR, BEGINNING CON5TRUGTION p� 12'-0" 12'-0' NEW ADDITION EXISTING LL 2 AT:-011 51-011 W J NEN ADDITION EXISTING o SEGON1� I=LOOR FLAN FIRST FLOOR FLAN `" ��_: 1/h -Io 4 O� SCALE: I/4"=1'-O" , SCALE :_ �� pF NEW GENERA REMOVA NOTES : F--D�vIOVALy° �+�• i•� � p KEIT��d REMOVAL .. 2� I. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARCHITECT IN THE CA5E bFX161146 5URFACE5 SCHEDULED TO RECEIVE NEW FINISH SHALL BE PATCHED OF ANY DI5CREPANGIE5 BETWEEN REMOVALS INDICATED OR IMPLIED AND THAT AND FREPARED AS REQUIRED FOR THE INSTALLATION OF NEW FLOOR OR WALL IO REMOVE EXI5TIN0 GARAGE DOOR AND TRIM IN ITS ENTIRETY WITH WHICH WOULD BE REQUIRED FOR COMPLETION OF THE PROJECT OR THAT MIGHT FIN15Ha. INFILL WALL AS INDICATED BY HATCHED AREA. JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. T. CONTRACTOR SHALL BE RESPON51BLE to NOTIFY THE ARCHITECT IN THE CASE OF 2 REMOVE EXISTING WINDOW AND TRIM NEW DOOR 103 O � 2. CONTRACTOR SHALL TAKE ALL PROPER AND NECESSARY MEASURES TO ANY C5C EPANGIE`.5 BETWEEN REMOVALS INDICATED OF IMPLIED AND THAT W INFILL WALL A5 INDICATED BY HATCHED AREA. MODEL NO.HICH cy THOROUGHLY PROVIDE TEMPORARY BRACING, 5HORING AND SUPPORT OF WOULC BE REQUIRED FOR THE COMPLETION OF THE NEW WORK SPECIFIED NEW WINDOWS) EXISTING STRUCTURE REQUIRED BEFORE ANY REMOVAL WORK BEGINS AND O PROVIDE NEW FLOOR FRAMING OVER EXISTING GONG. SLAB MAINTAIN IN PLACE UNTIL ALL NEW STRUCTURAL ELEMENTS ARE INSTALLED 6. ALL GUTTING AND PATCHING OF FIN15H SURFACES REQUIRED SHALL CONFORM TO FIN. FLOOR HEIGHT TO MATCH FLOOR HEIGHT IN ADJACENT COMPLETELY, 50 THAT THE BUILDING EXPERIENCES NO LOSS OF INTEGRITY OR THE RBOUIREMENTS OF THE DRAWINGS AND NOTES. EXISTING FAMILY ROOM AND FIN. FL. HEIGHT OF NEW ADDITION. EXISTING WINDOW TO REMAIN EXISTING DOOR TO REMAIN SETTLEMENT DURING WORK. q. ALL AREA5 WHERE WALL5 ARE TO BE ALTEREDPROVIDE NEW L�JOR FRAMING OVER EXISTING GONG. SLAB OR REMOVED SHALL CONFORM TO O 5. EXISTING CONDITIONS SHOULD BE CONSIDERED TO BE APPROXIMATE. THE RBOUIRE'MENT5 OF THE DRAWINGS AND NOTE5. FIN. FLOOR HEIC-BHT TO MATCH FLOOR HEIGHT IN EXISTING NEW WALL DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING OBJECTS AND CONDITIONS LAUNDRY ROOM/"KITCHEN. / -n PROJECT NO: IN THE BUILDING. CONTRACTOR SHALL CAREFULLY INSPECT AND VERIFY ALL 10. REMOVE ALL EXISTING MATERIAL AND ITEMS SHOWN ON DRAWINGS AS REQUIRED / II DATE: 7/8/03 CONDITIONS IN THE ENTIRE WORK AREA AND INCLUDE IN CONTRACT WORK THE TO COMPLETE THE NEW WORK INDICATED. CONTRACTOR SHALL LEGALLY DISP05E OF ii REMOVE EXI5TIN6 DOOR EXISTING WALL TO REMAIN DRAWN: MS EFFECT OF ALL EX15TINO CONDITIONS IN THAT WORK. ALL DEBRIS AT AN APPROVED OFFSITE WASTE DISPOSAL SITE UNLESS NOTED I No. REVISION/DATE OTHER4I5E. - - - - - - -- - - - - - - -- - EXI5TIN6 WALL TO BE REMOVED 1510N5 PER 4. ALL FIXTURES AND FINISHED ITEMS SHALL REMAIN THE PROPERTY OF THE I ILDING DEFT.1/25/03 OWNER. CONTRACTOR SHALL DEAL WITH SUCH AS DIRECTED BY THE OWNER. ALL II. FULLY PROTECT AGAINST DAMAGE TO ALL PARTS OF EXISTING STRUCTURE OR 1510N5 PER DEMOL15HED BUILDING MATERIAL5, UNLESS NOTED OTHERWISE, SHALL BECOME FIN15HES NOT 50HEDULED FOR REMOVAL. CONTRACTOR SHALL, AT HIS EXPENSE, 2 ILDIN& DEPT. 510103 THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE RESTOM OR REPLACE ANY DAMAGED PORTIONS OF EXI5TIN6 STRUCTURE, OR CONSTRUCTION SITE. FINISHES TO REMAIN TO A CONDITION EQUAL OR BETTER THEN EXISTING PRIOR DRAWING NO: DAMAGE. 5. AT ALL SURFACES EXPOSED BY REMOVAL OF EXISTING EQUIPMENT, FIXTURES, ETC., PATCH AND REPAIR THE SURFACES AS REQUIRED TO MATCH ADJACENT 12. ALL WORK SHALL BE ACCOMPLISHED WITH THE MINIMUM OF INCONVENIENCE FINISHED CONDITIONS OR AS REQUIRED FOR NEW FINISH INSTALLATION. POSSIBL-E TO THE OWNEP, KEEP DUST AND ACCUMULATION OF DEBRIS TO A MINIMUM AND Dl5POSE OF DAILY.