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HomeMy WebLinkAbout44233-Z P/3vn9 yea � Lu Lij U � � G� u(j , Kll�" UOAD IJ o LLI s DAP / lu s f " SOF NE yoP PROTECT: HINTZE ADDITION ARCHITECTURE ANTHONY PORTILLO, R .A, LEED AP ., T _ _ -- _ _ .�. 590 BROOKS ROAD 15400 MAIN ROAD 254 36TH STREET, SUITE 256 GREENPORT N.Y. 11949 DRAWING MATTITUCK� N .Y. 11952 BROOKLYN N .Y. 11232 ir�E 1 TITLE -240 -572-4741LLC 0 : 516 i PACE: � T—10 0 P>.E 09,04,19 1aF11 DOORS : NOTES 4 5PEG I F I(ATI ON5 1.ALLLE USE M R SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 5.15) UNLESS 1.ALL5OLA 5NIN2TO ABED 5U ATED LOW-E, UNLESS OTHERWISE SPECIFIED. FAOE <E)000' SITE LAYOUT NOTES: IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 1. THIS 15 AN ARCHITECTS SITE PLAN I$ 15 TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR-5 RESPONSIBILITY TO READ ALL NOTES, „ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2.5 5 ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN CLEARANCES ARE PROVIDED. SUB�IEGT TO YERIFIC ATION BY A LICENSED T� OO TITLE PAGE MIN. FOUNDATION EXPOSURE. 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED SURVEYOR. THE INFORMATION GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" UNLESS OTHERWISE NOTED. REPRESENTED ON THIS SITE PLAN 15 TO THE APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. ARCHITECT'S BEST OF KNOWLEDGE. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib 6A6E METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. 2. SURVEY INFORMATION WAS OBTAINED EQUAL. - 0® SITE PLAN ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE FROM SURVEY DATED NOVEMBER -7, 201-7 GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5• MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ENERGY CONSERVATION CODE. AND PREPARED BY: 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. to. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TU55, ANY OTHER TYPE OF &LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. u.o.N. MICHAEL K. WICKS 4. HOEDOWN ANCHOR BOLT 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL OF THE OWNER/BUILDER -i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 2OO BELLE VIEW AVENUE CENTER MORIGHES, N.Y. 11x54 STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"xlo" UNLESS OTHERWISE NOTED. 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. f�I o TELEPHONE: (651) 8-14 0156 WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE I Vj8 ii F.T. . ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ��� A-201 FIRE BLOCKING b. NO DEVIATIONS OR CHANGE5 TO THE STRUCTURAL SYSTEM SHALL BE MADEANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE _ UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 0.�6 I STRAPPING & NAILING DETAILS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE �"'�_ 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WIITH FLOOR PLANS ON PAGE A-1. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALL5 AND THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. 5EE FLOOR PLANS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, i FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRES5 I _ NOTES BEFORE THE START OF FRAMING 5APPLICABLE. REQUIREMENTS. . DRY WELLS AS REOUIRED BY STATE AND LOCAL CODE5. DIM- I O O 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE MEAN LOW WATERDEMOLITION PLANS q. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING 50HEDULE ON PAGE A-1 AND GLUED, U.O.N. TEMPERED 6LA55. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, GYPSUM WALL BOARD CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION ANP U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH LLI 'TYVEK' HOUSE WRAP OR I. GYPSUM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT APPROVED EQUAL. COMPOUND METHOD. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. OTHERWI5E NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE � O® FOUNDATION PLAN W PERMISSION FROM THE ARCHITECT. I- V DEEMED APPLICABLE. 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS = ,J RESPONSIBLE FOR DE51ON INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-O". 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALL5 U J (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A_20P PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING _ 2.52' I Q EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I -400 FIRST FLOOR PLAN 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDULE AS CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. _ _ _ _ _ 2.35 _ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. MEAN HIGH WATER SECOND FLOOR PLAN RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 17 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 35 REAR < AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. ALL OPENINGS. I �----_ SErg,gGK m A-4O I ROOF FRAMING PLAN GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 5U5 , FLOOR SHALL NEVER EXCEED A I6" SPAN. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 6. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE A-I. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. OI L AS PER PAGE A-I THROUGH A-3. PLUMBING 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DW) O BULKHEAD 1- 6 ®O ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55UTZE PRESERVATIVELY TREATED LUMBER IN SYSTEMS TO NYC PLUMBING CODE AND NYC, DEP REGULATIONS AND NYC SECTIONS AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD BUILDINGS BULLETIN 2005-005. ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER . /� `/� / •81' � � METAL BY REPEATED BG,RUSHINDIPPING, OR SOAKING UNTIL THE WOOD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) pr I ' NO TURF BUFFER - s t �� IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AB5ORB5 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, PR SOUTHOLD TOWN INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, AND AT BASE OF VERTICAL WASTE PIPES. / TRUSTEEE/S� ELEVATIONS ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION A��OO WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER CS CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY R INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: FOOT. 1-------; I Y BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A WOOID 1 v v A. TRUSS JOIST McMILLIAN 1.11E MICROLAM 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLE55 07HERWI5E NOTED: PARTY INDEMNIFIED HEREUNDER. I 15) B. GEORGIA PACIFIC 2.OE 6-P LAM - DI5H WASHER.........................................2 PLAT. PSL (PARALLEL STRAND LUMBER) DENOTES - KITCHEN SINK........................................2" TO BEPL=® I OO 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING � � I PLUMBING RISER DIAGRAMS A. TRU55 JOIST McMILLIAN 2.OE PARALLAM - LAVATORY...............................................2' BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING � REMO � �-`I`"��� � ' � OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI5ED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s - 5HOWER/TUB..........................................2' ; W I 5 �vA I I GAS RISER DIAGRAM TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, - TOILET.........................................................2 APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE - LAUNDRY .................................................2" AND APPLICABLE SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, - FLOOR DRAIN..........................................3" AUTHORIZATION IO THE ARNOITEGT/EN&INFER. NOTES, AND TABLES ON PAGES A-I, A-2, d A-3. THE FASTENING SCHEDULE SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING (b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" U) I 44.2' 19. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ANY 54OF DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THROUGH ROOF. - - NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMEN51ONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL 5Y5TEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEC.'S). -1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN d EX15T. WOOD DECK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. DRAIN COCKS AS READ. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW „ PROTECTION. 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EX1571NO WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: 112' I PROPOSED WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED 2�D STORY BALCONY # 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUF AGTURER'S TREATED WOOD b FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WITH BACK FLOW PROTECTION. TAX MAP - 5PECIFICATION5, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 33.4' 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCE55IBILITY STANDARDS. EXIST. WALL5 $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 6.0'--i D I STRI GT R-80 (NON-CONFORM I NC) POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF PLUMBING. EXIST. I STORY o UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE LOT COPYRIGHT PROTECTION ACT OF Igg0 (AWCPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ PROPOSED DESCRIPTION AREA � STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) B ANCHOR BOLTS, II. NOTCHING AND BORING OF 5TUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 2 D STORY ADDITIONIEEECOVERAGE z NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED w FOUNDATION. CONCRETE, AND MASONRY U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG NOR ANY POTENTIAL DAMAGE THEREOF. 2 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT w/ b" RISE 8 w/(2) 114"d) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SET 6" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. - - TOTAL LOT AREA 8,5g5.O S.F. 2 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF r U THE FIRST AND 5ECOND FLOORS ARE TAKEN INTO ACCOUNT. MECHANICAL CONNECTIONS: I n ASPHALT ROOFING SHINGLESO I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE SUBSTITUTED EXISTING HOUSE 1,461'0 S.F. I�.O�O 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBEID SOIL SHINOLE5 OR APPROVED EQUAL. WITH AN APPROVED EQUAL PRODUCT. I 10.2' Q 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. 2. THE 5U55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY env O 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE "SIMPSON MANUFACTURER. ES EXISTING I EXISTING SHED 60.0 S.F. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEEDVALUES 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL INDICATED IN "5IMP5CN" PRODUCT LITERATURE. THERE MAY BE SEVERAL I 2 STORY > OTHERWI5E NOTED LINE. a 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING FRAME EXISTING FRAME DEGK 405.5 S.F. 4.7%p 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMP50N" i DWELLING 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 6. NO CONSTRUCTION. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER FF=IO.8�1' Q, L BACK FILL SHALL O PLACED AGAINST FOUNDATIOIN WALLS MANUFACTURER 5PEGIFICATIONS OF THE PRODUCT BEING INSTALLED. I BF=3.42 TOTAL AREA OF ALL STRUCTURES 1oi24.5 S.F. 22.4%0 UNTIL U 151 TIER OF FRAMING IS IN PLACE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. SPECIFICATIONS. SPECIFICATIONS OF THE PRODUCT BEING IN5TALLED MAXIMUM COVERAGE ALLOWED = 20'% M 'o "T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT I a� 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 5. NAILIN6 OF ROOFING SHALL BE TO GORE. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SOLID WITH CONCRETE. SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER I - NEW IMPERVIOUS SURFACE AREA = 0 S.F. b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. PERMITTED CODES AND REFERENCE STANDARD: -I. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL Lu 23.6 I 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551 VE STRENGTH AT 28 2:12 PITCHES TO 4:12 PITCHES BUILDING CODE, 2015 INTERNATIONAL RE51DENTIAL CODE, AND 2015 PROPERTY = _ DAYS OF 4,000 P.S.I., U.O.N. j ( u 'Rt:7..J GT F' �{' p37413 C7 MAINTENANCE CODE. O I EXIST. O 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF _________ ___ __ __ _ _ __ 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH m I STORY m z O� N� THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF _ 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER II O WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME fj(� 5c4EEN ROOMO O lY� TAX MAP # 1000-55-I- 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. INSULATION CONSTRUCTION MANUAL BY AF d PA. Lo I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED on 21.q 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING I PROJECT: (1) WALL TIE PER (3) 50. FT. FOIL TO BE PLACED TOWARD WARM SIDE. GORE. I �,cI2' O Z ZONING D I STR I GT R-80 NON-CONFORM I NC R EXTERIOR FOUNDATION 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL (� Z H I NTZE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 2. PROVIDE 2" R-10 RIGID FOAM INSULATIONFOR MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. WALLS FROM 6 BELOW GRADE TO 24 BELOW &RADE IF DESIRED BY MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. �'a� �i-- --" ------- GONTRAGTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 35 FRONT SETBACK O = FEMA FLOOD ZONE X 15. APPLY (1) GOAT OF TAR BASED WAT'ERPROOFIN6 TO EXTERIOR OF FOUND. FOUNDATION WATERPROOFING. 5. ALL 0AND201ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, ADDITION . NEPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. PROPOSED I/A OWTS FROM FOOTING TO 2" ABOVE FINISH GRADE. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: I TRUSTEES DISTRICT PERMIT #C1426 I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - q" R-4q FOR FLAT CEILIN55 AND ROOF OF 40*F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO - 5.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 I 1 CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - 3.5" R-15 FOR 2"X4" WALL CONSTRUCTION / L.P --------------- - 5.25" R-21 FOR 2"X6" WALL CONSTRUCTION EXIST. 6 xl0 PERMIT 590 BROOKS ROAD DEG 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY - 5.25" R-30 FOR FLOORS EP FRAME SHED - HOUSE ADDITION #I-4158-04655/00001 GREENPORT, N.Y. 11944 ARCHITECT/ENGINEER. i TO BE RELOCATED 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. 51STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR A }-P I I DEG - NEW I/A OWTS # PERMIT DRAWING TITLE: LP , ! I-458-04655/00002 2. VERIFY ALL SIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, A. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA LP MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. � GENERAL NOTES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. / 1 SG HEALTH DEPT. PERMIT #RIO-I of-0046 SITE PLAN CONCRETE SLABS TO HAVE 6x610/10 WELDED WIRE REINFORCING. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPING DRIVEWAY AND BUILDING SITE. EP 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED STOCKPILE ALL EXCAVATED MATERIALS. LP SOUTHOLD ZBA PERMIT #7254 AS IN SOLID & SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE DEEP 6 V-O" BELOW GRADE. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ELECTRICAL: E. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. TO 2011 NATIONAL ELECTRIC CODE, NFPA "lo AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. - - MECHANICAL. FUEL 6A5: NOTE: _ 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRIT'ER5 CERTIFICATE UPON N44 �SO1201I 50'001 I. FLOOD MAP DATA FROM SURVEY 100 COMPLETION OF WORK. I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE BI NY5 MECHANICAL GORE AND FUEL 6A5 CODE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA ? MAP DAATE::SEPT.S2: I MAP#: 105r-,C E - 6ENERALLY,VERIFY OR PROVIDE HARD WIRED I EP25, 20001 SMOKE DETECTORS w/ BATTERY BACK-UP IN: FLOOD ZONE X DATE: 09/04/19 2 OF 11 A. EACH SLEEPING ROOM (5�00 <S ROAD) B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 2. SITE PROTECT I ON/SILT FENG I NG TO BE AREA IN THE IMMEDIATE VICINITY OF INSTALLED AS REQU I RED BY SOUTHOLD THE BEDROOMS (GENERALLY THE HALLWAY) G. EVERY LEVEL OF DWELLING ARG I TGTUfi�AL. SITE PLAN TOWN. (BA5MENT, FIRST FLOOR, b SECOND FLOOR, ETC.) If (5EI FERAL 5"',r��50L "�r : _ EXISTING TO BE DEMOL15HED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN Q CARBON MONOXIDE NEW WOOD FRAME (L.O. co DETECTOR 5TL. WHEN APPLICABLE) NEW BRICK VENEER Q HARD WIRED SMOKE AND CARBON SM/CO MONOXIDE DETECTOR COMBO NEW POURED CONCRETE w/ BATTERY BACK-UP NEW/EXIST. LOAD BEARING 50 G.F.M. EXHAUST WALL 12 FAN w/ DAMPER WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST 5-1/2" F.G. SOUND BATT5L FAN 4 LIGHT GOMBP W DAMPER ® MIN. (2) 2"x4" STRUCTURAL P05T FOR 4" WALLS (MIN. (2) 2"x6" 5TRUGTURAL P05T FOR (b" WALLS), U.O.N. W H W ~ U = J U —� � Q EXIST. FRAME DECK EXIST. WINDOW TO BE REMOVED -77 N �-- -- _____ _—____= --- —�_____ —==__== Q U �N EXIST. WINDOW TO EXIST. DOOR TO BE EXIST. WINDOW TO EXIST. DOOR TO BE N X BE REMOVED REMOVED BE REMOVED REMOVED X� to N Q U m �X lu xO EX15T. GREAT X ID i Q ROOM w r LL Lu4 ui U d EXIST. WINDOWS TO EXIST. EXTERIOR WALLS TO U t-m BE REMOVED EXIST. INTERIOR WALL N X BE REMOVED cV TO BE REMOVED EXIST. APPLIANCES X r (STRUCTURAL) AND FIXTURES TO ED W REMOV � WcV -- ----_----------_-- ------ ---- ---- --------- ---��----r-------------- ----� --� i --�T- -T� ___�- r---------------- -------� 4=-a r 1 SHORING NOTE: SEXIST. / l j EXIST. I I PROVIDE TEMP. SHORING ON BOTH EXIST. INTERIOR WALL I I TO BE REMOVED I GL. I 1 GL• SIDES OF SEARING WALL PRIOR I I I I ----J �-- I I TO REMOVING WALL. TEMP.IN (NON-STRUGTURAL) -------J I - I ----1 --�� -----------� I 5HORO TO REMAIN UNTIL NEW I I I STRUCTURAL BEAM IS INSTALLED. II p EXIST. INTERIOR WALLS d I I \\ I I III I H N I DOORS TO BE REMOVED I I �� II hi� Z F X EXIST. x ROOMING EXI57. DINING �i I I I III I Lu N I 1 ROOM I - - I I IIII cC.) I I EXIST. ���� ��111 REMOVE EXIST. L-----� I I `pi �- -¶ EX15T. I I EXIST. III I UP I I L i-J I KITCHEN I II \/� II BEDROOM I I BEDROOM Hill HEATER; FILL IN FJ I ��\ �� AND SUB—FL. N I \� Y` I H EXIST. INTERIOR WALL I I j✓ I I I IIII o TO BE REMOVED I I I EX15T. EXIST. INTERIOR WALLS d ——— �— II I DOORS TO BE REMOV(NON=STRUGTURAL) III I IIII > ------— 1 1 ���' II 1 \�� Ni,l EXIST. EXTERIOR WALLS TO I I I EXIST. / /j� I ---------- I / II III \ I I BE REMOVED I GL. �� III SHOWER 1 / III \ I _ I L----- i �� I �-----------� o is ------. DN �/ EXIST. EXIST. DIN EXIST. EXIST. \ / I N X BATHROOM 2'10"X3`3" D.H. / ISH YSER f, �O �� 1 x //^\\ HALLWAY fT — I III BATHROOM wcv _ i��\� � EXIST. III Irl I \� �/ ------- GL. ��L__a 1 \�\_� EXIST. WINDOW TO I I --9 I \� I O, tj \ III / [ ] �� I/ \ '9 740 p — ZJ---- L BE REMOVED III \ I �����—L—=--LY EXIST. -- III 11j III i L------------ ---- GL. L-----r---- III III �� III L I ILL— u— EXIST. BATHROOM TO BE __J III 1 I EXIST. INTERIOR WALLS 8 REMOVED; INGLUDINO ALL EXIST. INTERIOR WALL — EXIST. BATHROOM TO BE III DOORS TO BE REMOVED FIXTURES 1111 2 TO BE REMOVED- EMOVED REMOVED; INGLUDIN6 ALL EXIST. WINDOW TO i i p (NON-STRUCTURAL) FIXTURES III I BE REMOVED � EXIST. 1 1 EXIST. PROJECT: III I EXIST. EXIST. WINDOW TO IN I I I �X STUDY BE REMOVED I III BEDROOM I I BEDROOM 11 HINTZE N O EXIST. IIII IIII EXIST. WINDOW TO W 0 BEDROOM IIII I I EXIST. INTERIOR WALLS 8 ]III BE REMOVED III NOTE: ALL INTERIOR DOORS TO REMOVED I ADDITION I II( I I DOORS TO BE REMOVED II II -----T----------� II ---------------- I II EXIST. 590 BROOKS ROAD - - --- GREENPORT, N.Y. 11944 EXIST. WINDOWS T BE REMOVED DRAWING TITLE: EX15T. 5UN DEMOLITION PLANS ROOM PAGE: DM-100 SECOND FLOOR I7EMOL 1 T I ON PLAN 50ALE: 1/4" = I'-0" DATE: 09/04/19 5 OF 11 FIRST FLOOR DF-MOL 1 TI ON PLAN SCALE: 1/4" = P-0" I OENERAL ERAL S I I " 500 <ENr : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M H/ BATTERY BACK-UP EXISTING TO REMAIN Q CARBON MONOXIDE NEW WOOD FRAME (L.O. CO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO WHEN APPLICABLE) w/ BATTERY BACK-UP NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST FL FAN 4 LIGHT GOMBP POST FOR 4 WALLS H/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. P W m D U w F- U U J tY a EXIST. CRAWLSPACE EXTEND FTG. AT LOCATION OF NEW STL. COL. I' ON EACH 51 DE OF WALL AND 2' WIDE;EPDXY PIN TO EXIST. CONT. FTG.;EMBED PINS MIN. OF 6" NEPq 5TL. COL. I--] I ABOVE;ATTACH L J TO EXIST. FND. WALL I I x x ry EXIST. 2"x8" F.J. I� N ® 20" O.G. N NEW P05T ABOVE; ALIGN H/EXI5T. FOUND. WALL UP EXIST. BASEMENT I N z w O I I U 50,000 BTU FURNACE BY 600DMAN;MODEL '6ME0,160505AN'; p FOR FIRST FLOOR HEATING AND AG uj ElM. WH NEW P05T ABOVE; ALIGN H/ EXIST. FOUND. WALL NEW 120 GAL. INDIRECT LP OA5 WATER HEATER LAUNDRY EXIST. 2"x8" F.J. "� 5 O ® 20" O.G. ATF 0374q�J ydQ" OF NC`s PROJECT: H I NTZE ADDITION 590 BROOKS ROAD El Fl El F-1 F1 GREENPORT, N.Y. 11944 DRAWING TITLE: FOUNDATION PLAN FOUNDATION PLAN SCALE: 1/4" = I'-O" PAGE: A-3®® DATE: 09/04/19 6 OF 11 I' ERAL �,/ ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE �I, I "A-201" FOR NAILING B STRAPPING DETAILS. W I NDOI^t CHART 1 EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR EGRESS SM w/ BATTERY BACK-UP R4UCH"OPENING- WINDOW DIMENSION CLEAR I EXISTING TO REMAIN Q CARBON MONOXIDE CALL-OUT QUANTITY MODEL # OPENING ALL-OUT WIDTH REQ'D: 20" NEW WOOD FRAME L.G. C DETECTOR HEIGHT REQ'D:24" 5TL. WHEN APPLICABLE) WIDTH mmmHEIOHT WIDTH HEIGHT OPEN REOV: 5.7 S.F. HARD WIRED SMOKE AND CARBON NEW PARTIAL HEIGHT SM/GO MONOXIDE DETECTOR COMBO A 7 TW210410 3'-O "' 5'-p " 2'-I I 5'-0 6.5 S� WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP B 5 GIR30 3-0 WHEN APPLICABLE) B 2 FR40 4`-0 4'-0,. " 4'-0" 4'-0" W NEW FOUNDATION ALL ® FAN w/ DAMPER ST G 4 TW24410 2-b 5'-o .2,-r, 5-O 1 i 11 II I IL 50 G.F.M. EXHAUST MIN. (2) 2"x4" STRUCTURAL l-L FAN 8 LIGHT GP OMBGI 2 TW24210 2'-b t,- J"2'-5 3'-O " ® POST FOR 4" WALLS D 2 GWI4 2'-4 " ;4`-0 2'-4 J" 4'-O" (MIN. (2) 2"xb" 57RUCTURAL w/ DAMPER POST FOR 6 WALLS), U.O.N. E 3 P4030 4'-0" "4, .' �, , :21-11 }�"`~ F ,:. 2'=4 :: I,_8 ,� 2._4 G 2 GX15 2'» " �a'_t� 2'-1 4'-11 H IFI G25 4'-0 " 4'-0" 4'-11 J" 10 '-II " 10 S.F. W FLOOR PLAN NOTES U W DOOR NOTE: F- U I. INSTALL NEW INTERIOR DOORS WHEN GALLED V .J_I OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). - .- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). Q EXIST. FRAME O I 5.2 NEW O 4.IINNSTALLOOR �AS PER MA E TO SELECT U SPEC.'S DECK O I BALCONY [Q ' FRONT ENTRY DOOR EGRESS NOTE: 2 14'-4y2" I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING 1 �9 WHEN DOOR 15 OPEN q0° 33'-11. -10" l0'-O" 10'-O" O'-O" I'-I 2.IF NOT, THEN REPLACE EXIST. DR. w/ NEW 36"x80" DR. (32" CLEAR WIDTH) 3'-5" 3'-5" 20'-O" 51-511- Ir3'-5" 3.PROVIDE (2) 2"x8" HDR.,U.O.N. ... , (I)5Qx8Q GLI PER (I)5Qx8Q GLIDER . E (2)5'2x6& GLIDERS (2)5Qx6�XED ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE G,7E I FERAL 5"*rM50L <ENT'00' : "A-201" FOR NAILING $ STRAPPING DETAILS. WINDOW CHART _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR - EGRESS SM w/ BATTERY BACK-UP WINDOW ROUGH OPENINv' WINDOW DIMEN51ON CLEAR GALL-OUT _ WIDTH REQ'D: 20" O CARBON MONOXIDE QUANTITY MODEL # OPENING EXISTING TO REMAIN NFAL. wOODHEN AFPRAME (LLE) CO DETECTOR HEIGHT REV; 5.1" WIDTH', , . HEIGHT WIDTH' HEIGHT OPEN REG2'D: 5.7 S.F. NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON A 7 TW210410 3-O 5.O SM/CO MONOXIDE DETECTOR COMBO ..,,:ill :21-11 :2'-11-O �6.5 S.F. WOOD FRAME (L.a STL. w/ BATTERY BACK-UP B 3 CIR50 -0 5-0 2-11 2-I I WHEN APPLICABLE) B 2 FR40 4-0 4+-0 41-011 41-01' II 50 G.F.M. EXHAUST G 4 TW24410 2'-& ', 2'_5 " NEW FOUNDATION WALL ® FAN w/ DAMPER GI 2 TW24210 2` 6 3'-0" "; 2'-5 " 3'-0 " 50 C.F.M. EXHAUST ® 2TURAL FL FAN 8 LIGHT GOMBP D 2 GW14 Z-4 ill, 41-0 " 2'-4 g:: 4:_0 POSTFOR 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL E 3 P4030 4 "O " : ' :2'-Il } 41-011 2'-11 " At all ." 11 P05T FOR b" WALLS), U.O.N. f F I GNI25 `,;-."":�`-g.�" (_._.. 2`=4 �"�I, I'-8 2._4 G 2 GXIS -2'-8".: .. 5'-0 :" I' 2'-7 k' 4'-11 g 7 ::- 4'-O 4'-11 H I 10 S.F. 71 W W FLOOR PLAN NOTES H U ODOOR NOTE: W I. INSTALL NEW INTERIOR DOORS WHEN GALLED V OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED () J OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT Q 4.INSTALL AS PER MANU 5PEG.'s NEW FRONT ENTRY DOOR E6RE55 NOTE: BALCONY I. V.I.F. FRONT DOOR HAS MIN. 52." CLEAR OPENING BELOW O WHEN DOOR IS OPEN 40° O 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" NEW NEW 4"x3" ALUM. GUTTER NEW 4"x3" ALUM. DR. (32" CLEAR WIDTH) DOWNSPOUT (TYP.) HIGH POINT :: DOWNSPOUT (TYP) 3.PROVIDE (2) 2"x8" HDR., U.O.N. BALCONY 6x3" ALUM. BELOW GUTTER(TYP) 4.JACK AND KING STUDS A5 PER PAGE A-200 . - - - - - - - - - - - - - - - - - STAIR RAILING NOTE: El - - - - - - - - - - - - - - - - - - - -I O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI d MIN. W Tr - RISERS SHALL BE 01-05ED 2. 36" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; 36" HIGH HANDRAIL $ SPINDLE 5PAGIN6 NOT CENTER ON -�2 CENTER ON TO ALLOW PASSAGE OF A 4" 0 SPHERE - - - - - - - - - - - - - - - - - - - - - - - - - - 1 3. &RIPPABLE RAIL AS PER CODE • I I , 1 NEIW(2) 1 NEW (:2 1 I NEW 2"x8" R.R. ____NEW 2"x8" R.R. NEW 2"x8" R.R. NEW 2"x8" R.R. SMOKE DETECTOR / GO DETECTOR NOTES: BI 2"x8'1 HDR - NEW BI 2"x8' HDR v ® 16" O.G. ® I6" O.C.4 5 4 5 ® I6' O.G. ® Ib" O.G. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Q ROOF DECK I 1 dJ O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PROVIDE EPDM x �p r I cv _ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. l I FLAT ROOF J �� ® �� 2.INSTALL ALL AS PER MANU. 5PEG.'5 1 \ MEMBERANE;PITCH 1 I - 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR TWD5 REAR \, I N Dl NEW DORMER NEW DORMER n IN COMPLIANCE WITH LOCAL CODE NEW (2) 2"x10" HEADER X N-1`4 I. ALL NEW WINDOWS $ DOORS SHALL BE p Q OWIANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, ,� ry vm 4Ae 2" DRN (2) I I I K < �o, z a �i�ryPv a - �i� OR GLIDING (AS NOTED); INSTALL AS PER MANU. w p Qr inxuu�1O (NI� rcz O 5PEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN I V �- x� X "6LA55 WINDOWS AND DOORS" ON PAGE A-100 c) O 'p in J �? 2.IF CASEMENT WINDOWS - ALL C5MNT WNDW5 x = ry - r O SHALL HAVESTRAIGHT ARM HINGE WHEN ry 3 ® N ONEW GABLE x�p 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE ry ry ry - TILT WA5H B 1 B 1 NEW (2) 2"x10" HEADER w IL w NEW (2) 2"x10" HEADER z ® 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. a l z 0 z IU R .p EGRESS NOTE: I z m Q tin _ _ _ m z I Nr-K(2) 1.'15"x11.5,75" O.P. NEW (2) 1."15"x11.5'75" G.P. IN COMPLIANCE WITH NEW YORK STATE BUILDING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t O 2.0E LVL RIDGE 2.0E LVL RIDGE CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF z�x NEW(3) 2"xb" NEW NEW (3) 2"xb° z x TA EGRESS SHALL BE FOLLOWED: 1 Z ry POST BENEATH ATTIC, P05T BENEATH iV z l I w RIDE (3) 2"x5" R.R. w NEW (2) 2"x10" HEADER NET CLEAR OPENIN6........... 5.'7 S.F. v 4 5 5 4 V 1 NET CLEAR HEIGHT............... 24" MINIMUM I NET CLEAR WIDTH................. 20" MINIMUM I 1 a DX WINDOW/DOOR FRAMING: SEE PAGE A-200 FOR FRAMING.,- Z O - O ELEMENTS AROUND DOORS AND w WINDOWS (TYP. FOR ALL) U.O.N. iq NEW GABLE dJ -cxv� -cxV 1 i / 30,000 BTUI 7 Q` 1 ° w w ® ,n 0Y ► ® NEW ATTIC ACCESS - PULL DOWN STAIR: U 5'-Sy2" i FURNACE BY 7 4 14'--7y2" 1 OC z +0 '��� IY z O I. MIN. 350 # CAPACITY GOODMAN;MODEL J ry L�3 x-1 2.SIZE TO FIT MECH. EQUIP. THROUGH I 4' HICH WALL GMEGa60303AN'; 4' 1416H WALL l v� q< OPENING (MIN. 22"x30") ui FOR SECOND FLOORI 3.I HR FIRE RATED I O �QiO,, O 4.DBL. FRAMING WHEN NEW OPENING 0 HEATING AND AG 1 1 ry m N 5. INSTALL AS PER MANU. 5PEC.'s i I 0 p 6.CONSULT H.O. FOR PRECISE LOCATION I 1 rV rV OF ACCESS > DA 1 ��5 A . pO �✓a p 4 / I - - - - - - - - - NEN 4"x3" ALUM. 1 1 N HIG PoINr D WNSPOUT (TYP) :` i 1 O .. O NEW 4"x3" ALUM. N NEW 4"x3" ALUM. (P .A.-�� 'n DOWNSPOUT (TYP) � DOWNSPOUT(TYP) A 03 74 i j'3 0� s Q NEW CABLE z NEW GABLE 0r- N - I I I 1 A CUTTER(TLUM.-/ \\-b"x5" ALUM. YP) GUTTER(TYP) _... � _.__.. ... .......... _. ... _............. .._..._ _. J _.....---...._..._...._........ NEW 2"x8" R.R. NEW 2"x8" R.R. A-500 I 1 A-500 ® 16" o.G. ® 16° O.C. PROJECT: I _ GUTTER &UTTER H I N TZ E d 1 1 HIGH POINT HIGH POINT 1 I ADDITION 1 5'-Oy2" 12'fb" 5'-Oy2" 1 4 5 NEWT(2) B 2"x81HDR 1 590 BROOKS ROAD GREENPORT, N.Y. 11944 1 GE O DGE NEW 4"x3" ALUM. �� ( €, I - - __-__ �="� -., I€, 1 E 1'' NEW 4"x3" ALUM. �._._� DOWN5POUT (TYP) o. -. - _ . _ ,_ _,__ = �:. - -= - mm�€3:� €j i i t €E I ...,,...,..,,. ........ . ....._...._.._......_..... .._, ..., -�-_.. ___._..._,___._____,,,_,___,,_._ ;S DOWNSPOUT (TYP) DRAWING TITLE: sl=j ATTIC PLAN ;. € `- - EXISTING COVERED""-_ - PORCH BELOW I , ROOF PLAN - { ATTIC FLAN ROOF FRAM I NO FLAN A-40 :1 50ALE: 1/4" = 1'-O" SCALE: 1/4" = 1'-0" DATE: 09/04/19 8 OF 11 II s 1 SECTION NOTES NEW RIDGE HEIGHT ___ _ --_—_—_ NEW ROOFING NOTE: ELEV. +40.4' OI I. ALL EXISTING ROOFING, FIBER PANELS d BUILDING FELT �Z SHALL BE REMOVED 2.INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOFING SHINGLES BY 'GAF' OR EQUAL;MIN. GRADE 240#, 50 YR WARRANTY OVER 5.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS rr OVER 4.INSTALL 15 # BUILDING FELT N.O.N) OVER P� SA 12 5. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q" �p,p 6.GAP SHINGLE OVER RIDGE 8 HIPS (AS REQ'D) � 10 1. FLAVA E RIDSE VEST (A5 REa'D) 8. TTIG q.INSTALL DRIP EDGE AS REQ'D IO.IN5TALL ALL AS PER MANU. SPEG.'s O FILL EXISTING FJ CAVITIES WITH BATT INSULATION; 5 PER 2015 IRO ENERGY CODE BO_TTOM_OF FASCIA NEW G.J. AS PER PLAN ELEV. +29.0' O TYPICAL EXTERIOR WALL CONSTRUCTION: , • SEE NEW SIDING NOTE • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING w (BLOCKING ® ALL PLYWD SEAMS) M • 2"x6" STUD5 ® I6" O.G. w/DBL. TOP 'PLATE • MIN. R-21 FIBERGLASS INSUL. w. V.B., U.O.N. V EGOND FLOG _ 5/5" 6YP5UM BD. WALL FIN15H O W . NEW O NEW 51DIN5 NOTE: V J BEDROOM I. ALL EXIST. 51DINO # FOAM SHALL BE REMOVED 2.INSTALL NEW 8" EXPOSURE GEMENT FIBER BOARD a 3 3 LAP SIDING BY JAMES HARDIE - HARDIEPLANK" Q (OR EQUAL), OVER 5."TYVEK" HOUSE WRAP (OR EQUAL) 4.INSTALL ALL AS PER MANU. SPEO.'s SECOND FLOOR 5. PROVIDE ALL NECESSARY TRIM FOR PROPER #yl19:6f'. +19.9' EXIST. F.J. AS PER PLAN INSTALLATION • 6.5IDIN6 SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL N W HEADER ABOVE CEILING JOIST INSULATION: FIR5T FLOOR ALL WINDOW 4—// O R-44 SPRAY FOAM INSULATION AT CJ;PER IRC PGOR5 AS PER PL ENERGY CODE (TY ) T EXIST. ODIFIE r STUDY EDROO 4 X6 SILL PLATE ® WINDOWS. EX15T. FIRST FLOOR ELEV. +10.9' ----�—� EXIST. 2"x8" F.J. ® 20" 2 AVG. GRADE ELEV. +7.8' EXIST. BASEMENT SEOT ION A/A-500 SCALE: 1/4" = I'-O° ----------------------------NEW RIDGE HEIGHT $� ELEV. +42.5' NEW DORMER NEW RIDGE PER PLAN Z w 1 � O U P� 12 10 w 3 TTIG RED " e� Ao $� NEW J. PE PL BOTTOM OF FASCIA �4/��.�o A --------ELEV. +29.0' NEW HEADER ABOVEPd-- ALL WINDOWS ff (f`. DOORS AS PER(PLAN J 1, 03740' NEW ® S _ EGOND ELOO �QF N��, p BALCONY NEW NEW NEW NEW BATHROOM BATHROOM GL. BEDROOM PROJECT: 2X6 SILL PLATE SECOND FLOOR ADDITION HINTZE NEW F.J. AS PER PLAN ELEV. +19.9' PROVIDE AZEK PER PLAN BEADBOARD TO COVER NEW HEADER AS_/ -- BOTTOM OF FJ FIRST FLOOR 590 BROOKS ROAD GREENPORT, N.Y. 11944 4 - MODIFIED MODIFIED GREAT ROOM �/ v DRAWING TITLE: EXIST. FIRST FLOOR SECTIONS ,�- ELEv. +10-9 DETAILS EXIST. 2"x8" F.J. ® 20" 2 AVG. GRADE PAGE: EXIST. BASEMENT ELEV. +'1.8' A-500 Ll DATE: 09/04/19 9 OF 11 S�GT101�1 �/�-SOO 5GALE: 1/4" = 1'-0" NOTES ON�SIBILSi�EG I I G,4T1 TIN O MENT BINDED CARPENTRY LUMBER SHALL BE DOUGLAS FIR LARCH #2 S BETTER (Fb = 8'15) UNLESS IT IS THECONTRACTORS OTHERw15E NOTED. STRUCTURAL DESI ON LOADS `w' TOGETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTE5, SPECIFICATIONS,AND BE FAMILIARIZED WITS THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN USE LIVE LOAD DEAD LOAD 8" MIN. FOUNDATION EXPOSURE. end GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" EXTERIOR BALCONIES 60 psf 15 psf APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. R S DECKS 40 psf 15 psf ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL J015T5 HANOER5 BY "TECO" O EQUAL. ADD (2) E" x 3" LAG -- --. ADD 2"X " P.T. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PA55ANOER VEHICLE GARAGES 50 sf AS PER PLAN BOLTS EACH POST GIRDER,NAIL TO P (TYPJ -- -� 2 EXIST. GIRDER 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 8'-O" 8'-O" - 4'-8" FLOORS ROOFS, AND WALLS. ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf AND AUTHORITIES HAVING JURISDICTION. I ---- - - 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I : a�q� U.O.N. i ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf A_Ipp tXl . (Ll 1 xt9 � OF THE OWNER/BUILDER J L. __J i.�- ) I7 1 J 5. ANY OMISSIONS OR D15GREPANGIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ROOMS OTHER THAN SLEEPINS ROOMS 40 psf 15 psf - x ( I I SHALL BE CLARIFIED WITH THE ARCHITEOT/ENOINEER BEFORE PROCEEDING -- - - - 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. it fN EXIST. 2"x8" WITH THE WORK. I'i SLEEPINS ROOMS 30 psf 15 psf � 'rF.J. ® I6" D.G.9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 'p b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE N = N= j EXIST. 2"x8" j UNLESS APPROVED BY THE ARCHITECT/ENSINEER. P T STAIRS 40 psf 15 psf p „ SIF J.I�TI6 O.G� FTG. REQUIRE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ,� BELOW EACH 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS GUARDRAILS AND HANDRAILS 200 psf 15 psf _ H F.J. ® I6 O.G. BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ROOF AND IS OF GPX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS w X X 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12 psf FOR ATTIC w wtu w ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 _- EXIST. 2"x8" in F.J. ® I6" O.G. I I I `- a. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE li APPLICABLE.UB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. p psf FOR CATH. I W 10. ONNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. - CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL L 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR _ _ _ _ _ _ _ _ _ - II. THESE SET OF DRAWIN55 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. _ _ EXIST. 2"x8" F.J. ® 16" 0.0 0 V LJJ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1-- UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HEATHIN5. 'SIG I I '�I I I^) {� I = J R THE RESPONSIBLE OR 15 NOT RETAINED FOR 51JPERVI5ION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS �OI 57RI��T 1 OI `� DETAILS Y `�I Nle LOAD FATH I I U � RESPONSIBLE FOR DESIGN INTENT ONLY. EXIST. 2"x10" - (� EXCEED 8'-0AND AT EVERY a'-O". I Q 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. G O I `�I `�E G T O I `l D E I L.J LEDGER 1 J 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN OLA55 AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 NOT TO SCALE BROOM GLEAN. NECESSARY. EXISTING 2 STORY 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 A-I FRAME HOUSE IS NOT � """� ��\\r�r.� •� LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 PART OF TH15 FILING : EXIST. 2"x5" AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 7 Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6 SPAN. _ I COMPLETION OF PROJECT. - - Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. .JOIST HANOER - - 1 ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND A5AIN5T ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA 022; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD LEDGER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, WOOD JOIST MANUFACTURER SUCH A5: HANGERS, NAILS, SCRE ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) I5 CAUSED IN CONTRACTOR IS TO INSTALL HARDWARE THAT IEWS, FLASHING, ANCHOR BOLTS, SPECIFIED BY P.T. LUMBER WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE F`OR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAU5ED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHEF R OTHE FG.OLLOWIN PARTY INDEMNIFIED HEREUNDER. JOIST ER>4M I NC FLUSH WITH LEDC ER � I A. TRUSS JOIST MGMILLIAN I.41E MIGROLAM ---- --- I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.0E 6-PLAM BUT NOT LIMITED TO FORM-WORK, 51 OCK-114ORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES 0 10 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST McMILLIAN 2.OE PARALLAM I I�I}'� �I PLAN TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'S FOV I ` IL AT I O I `� PJ. A `� © REAR r�)EO< 5 20 APPLICABLE CODES AND SODD PRACTICE, DEVIATIONS FROM THE DRAWINGS AND 5PEGIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE AUTHORIZATION OF THE ARGHITEGT/ENOINEf°R. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 50ALE: NOTES, AND TABLES ON PAGE5 A-1, A-2, B A-3. THE FASTENING SCHEDULE o 111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING XITINO 51DINO NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMEN51ONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PERTAININO ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED Im SHEARWALL SYSTEM (INSTALL A5 PER APPLICADLE DETAILS 8 MANU. SPEG.'s). a FLOOR PLAN NOTES 20. CONTRACTOR TO REMOVE 8 RELOCATE: AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNP./FLOOR PLANS. m WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXISTING 5/4"x6" 23. COLUMN BEARING A5 FOLLOWS: -)<IST. 2x8 O NEW RAILING NOTE: � 1 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 1. 42" HIGH OUARPRAIL B 5PINPLE SPACING WALL w/ STEEL SHIMS b A MIN. 3/4" OF NON-SHRINK GROUT (2) NEW x 5' LA6 BOLTS ® NOT TO ALLOW PA55AOE OF A 4" (P 5PHERE; BEAM B P05T CONNECTIONS, 22. PROVIDE FIREBLOGKINS AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) I/2 � ANCHOR BOLTS (4' LONG EXPANSION BOLTS ® EXIST. 2X8 DECK I 36' HIGH HANDRAIL 4 SPINDLE SPACING NOT EXIST. WALLS # 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY JOISTS 0 16" O.G. NAIL TO EXIST. GIRDER TO ALLOW PASSAGE OF A 4" (P SPHERE j 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" 2. ORIPPABLE RAIL AS PER CODE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, VON). NEW P.T. 2X8 BEAM j Z I � COPYRIGHT PROTECTION ACT OF 1910 (AWOPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE EXIST. METAL ui IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ JOIST HANGER FOR WOOD STAIRS ® ORADE: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, O 4" THK. P. GONG. PAD 8" WIDE x REQ'P LENGTH UPON U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® w _ 0 CODES AND REFERENCE STANDARD: w/6" RI5E S w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEOS MAX. I6" O.G., U.O.N. (MIN. 3 STRINGERS) ® - _ U 1. ALL NEW WORK PERFORMED SHALL CONFCRM TO THE 2015 INTERNATIONAL SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. I ) r BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY "SIMPSON" ABA44 W , . OR I \ 4^ MAINTENANCE GORE. ® COLUMN BASE EXIST. 4"x4" P.T. P05T 'n 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF FOUNDATION CONCRETE, AND MASONRY r' WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION A5 IT -- CONSTRUCTION MANUAL BY AF B PA. II ' APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Lu 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF II 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. II I I EXIST. I'-2" P. GONG. FOOTIN U I , CODE. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L 1 e I 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL E AND 2015 INTERNATIONAL FUEL OA5 CODE. I � MECHANICAL GOD r. I'f� 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I)TON/5Q. FT., U.O.N. I � �, EXIST. � ,�,:•,�:�'-••°" n�, 'a,,a - z' WOOD FRAME R " ° vf� - z 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS I �L U DECK M. j."'°'•� NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. - , U OTHERWISE NOTED m � , w (5/4"xb DECKING) r„ O 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 1 I < GENERAL WIND PROTECTION CONNECTION NOTES: 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS �' r ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL UNTIL I1 TIER OF FRAMING 15 IN PLACE. I F ( w CONSTRUCTION;SSTD 10-49 AND 2015 SBG HIGH WIND EDITION WOOD FRAME [ �, CONSTRUCTION 7. FOOTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. i - �' 037`�(��� I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FLOORS, STUDS AND ROOF FRAMING SHIALL BE PROVIDED. 8. ALL OPENIN55 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED 2. APPROVED CONNECTORS, ANCHORS AN7 OTHER FASTENING DEVICES NOT SOLID WITH CONCRETE. ---- --- - s - --- - - - - - - - INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL - ----- - BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. SEDT 1 ON DETA I - 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 -IOO PROJECT: GA VANIZED. DAYS OF 4,000 P.5.1., U.O.N. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED L 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND 51DINO, FRAMING ANCHORS OR CONNECTORS SHALL BE 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH H I NTZE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 5/4"xb" P.T. DECK BOARDS P.T. DECK JOISTS AS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. NOTED ON PLANS -BUILT DECK P WHERE COLLAR TIES OF IXb OR 2X4 LUMBER 15 LOCATED m RAFTERS EXCEPT --- IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTER5. 13. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RE515TANT TIES - 5/4" x REQ'D I _ b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. (1) WALL TIE PER (3) 50. FT. HEIGHT P.T. RI5ER 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY C EXISTING 2 STORY FRAME HOUSE IS NOT I I ' 16" WITHIN 4' OF EXTERIOR CORNERS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 5/4"xb" P.T. PART OF THI5 FILING 590 BROOKS ROAD 8. SILL PLATE TO FOUNDATION ANGHORAC-'�E;SILL PLATE SHALL BE ANCHORED MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. DECK BOARDS TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"X3"XI" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 2"x BLOCKING ® EA. GREENPORT, NY 11944 STRINGER TO MATCH SIZE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FROM FOOTING TO 2' ABOVE FINISH GRADE. I BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY OF P.T. DECK JOISTS 3_g FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS I6. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES __ - - DRAWING TITLE: AND AT 5PACIN5 NOT EXCEEDING 4' ON CENTER. OF 40°F AND FALLING, UNLESS APPROVED BY AlTEGT/EN5INEER. NO FASTEN STRINGER TO - ----- - CONCRETE SHALL BE PLACED ON FROZEN SURFACES. BLOCKING (MIN. b ® DECK PLANS I, FASTENERS) _-Qui---- 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY N051N6 *___ DETAIL & NOTES ARCHITECT/ ENGINEER. (-rYP) I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND 4" THK. x 8" WIDE x WIDTH 2"x12" P.T. STRINGERS ® I6" O.G. (MIN. 3 STRINGERS WHERE EVER APPLICABLE. OF STAIR P. GONG. PAD EA. 5TAIRWAY) Iv- 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA N MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. X �� 2"xb" P.T. BLOCK IN BETWEEN - w PAGE: PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTIN5. ALL 4 THICK NOTE: EA. STRINGER. FASTENED TO CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. j Q ALL DECKING SHALL BE FASTENED P. GONG. PAD w/ EA5 x w/ COATED DECKING 5CREW5 BY 3-I/2" CONCRETE SCREWS BY t' „ 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED DECK MATE" (CR EQUAL) s.10 0 AS IN SOLID b SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" GALIBURN' (OR EQUAL) - MIN. DEEP b V-O" BELOW GRADE. (3) 5GREW5 PER BLOCK O MIN. GRADE GRADE74- - r - DATE: 04/15/21 1 OF 1 I 2 EXTERIOR MOOD DEGiG DETAII.._ I 0 10 - _ DE�� PLAN 5 20 -100 5GALE: 5GALE: 1/4" = I'-O" 0ENEF:1?-.AL 5"iiir��50L <E""i'r : _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME= (L.G. CO DETECTOR STL. WHEN APPL I GABLE) NEW BRICK VENEE'.R Q HARD WIRED SMOKE AND CARBON SM/CO MONOXIDE DETECTOR COMBO NEW POURED CONCRETE w/ BATTERY BACK-UP NEW/EXIST. LOAD BEARING 50 G.F.M. EXHAUST WALL FAN w/ DAMPER WALL (EX15T. OR PRO) TO HAVE 50 G.F.M. EXHAUST 5-1/2" F.G. SOUND BATTS FL FAN $ LIGHT GOMBP W DAMPER ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALL5 (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. W U F- U U J � Q EXIST. FRAME DECK EXIST. WINDOW TO BE REMOVED Y U �tV EXIST. WINDOW TO EXIST. DOOR TO BE EXIST. WINDOW TO EXIST. DOOR TO BE x BE REMOVED REMOVED BE REMOVED REMOVED X� WN N Q U ims {=X a EXIST. GREAT X w ROOM Q ui U N - v Q EXIST. WINDOWS TO EXIST. EXTERIOR WALLS TO BE REMOVED EXIST. INTER1oR BE REMOVED WALL N m X (V TO BE REMOVED EXIST. APPLIANCES X r N` (STRUCTURAL) AND FIXTURESIU REMOVED N ---- ------------------- �__-__ --- ------- --- -- -- -- - -1 I ITEXIST. // ��- - ! EXIST. SHORI_NO NOTE_ I I I I I I ! ---- T- r------ ------ - II I I I I II ! � PROVIDE Ti SHORING ON BOTH EXIST. INTERIOR WALL I I I I I I GL _ SIDES OF BEARING WALL PRIOR NI I I _____J y ___-_-_-__(NON-STRUCTURAL) 1-------1_-� -TO BE REMOVED TO REMOVING WALL. TEMP. I I I SHORING TO REMAIN UNTIL NEW I STRUCTURAL BEAM 15 INSTALLED. _____ I I I I I 1 p \ N EXIST. INTERIOR WALLS1- m I I I I I DOORS TO BE REMOVED I I `� I F i w i(x EXIST. LIVING wn ROOM EXIST. DINING i ! �! I - - I,I 00 L J ROOM I I EXIST. ���� `JJ� F� �T EXIST. I I EXIST, U REMOVE EXIST. I I L-LJ I KITCHEN / UP HEATER; FILL IN FJ II BEDROOM I I BEDROOM AND SUB-FL. N EXIST. INTERIOR WALL I ! I -T- I I I I ~ I I�_-�T-N BE R-E�M�-O�V--E--D- -- I I II I ---EXIST. OTUGTRAL) EXIST. INTERIOR WALL5�B (NODOORS TO BE REMOVED Ii � IiII!II II EX'S-. EXTER'OR WALLS TO EXIST. --------- Qw BE REMOVED r ------ I I GL. SHOWER I I I I �----------- / I I III \ ----------- --- -- -------- I !I \\\ o --- I I L-----� I y' i I L11 DN �/ EXIST. EXIST. �N HALLWAY iEXIST. / EXIST. 15H Y�ER �R p I N x I II EXIST. DOOR TO BE % BATHROOM 2'lo"X3'3" D.H. -� BATHROOM , �a O � I wry REMOVED // �� III = j\ J �� ���' ; o L ------ XI5T. u � I \ I I ( l 8E REMOVED LL- 1 II I I [ ] ! \\_)// I EXIST. WINDOW TO 1 I III I I LL ���� / \ II EXIST. I , ---- L III \ III III / - - � � Q --- -- I III � i L------------ ---- �av'�� ..,�- -----r- s7�.o Q L GL. � I I III �� lil lu,-i 0 �� �..,, ! I I EXIST. BATHROOM TO BE �j�` ,�. EXIST. INTERIOR WALL -- II EXIST. INTERIOR WALLS & REMOVED; INCLUDING ALL rvN, EXIST. BATHROOM TO BE DOORS TO BE REMOVED F,XTURES TO BE REMOVED REMOVED; INCLD INCLUDING ALL I EXIST. WINDOW TO p (NON-5TRUGTURAL) FIXTURES I BE REMOVED k�� EXIST. I I EXIST. !'I I PROJECT: EXIST. EXIST. WINDOW To BEDROOM I I BEDROOM !=X STUDY BE REMOVED I I EXIST. I ! , ! H I N TZ E N- EXIST. WINDOW 70 BEDROOM I EXIST. INTERIOR WALLS 8 I BE REMOVED II NOTE: ALL INTERIOR DOORS TO REMOVED I II I I I DOORS TO BE REMOVED ADDITION II ----------\-------- II EXIST. �- - CGL. 590 BROOKS ROAD - - ----- GREENPORT, N.Y. 11944 EXIST. WINDOWS TO BE REMOVED DRAWING TITLE: EXIST. SUN DEMOLITION PLANS ROOM I � 3 AUG 1 7 2020 PAGE: T'17 Pl�cr pT-pl- DM-100 SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = I'-o" DATE: 07/14/20 5 OF 11 F I R5T FLOOR DF-MOL 1 TI ON PLAN SCALE: I/4" = I'-O" ---"•"' " z Y r "A-201"-FOR NAILING � STRAPPING DETAILS. 's. SEE PAGE 1 ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG. WINDOW CHART t EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR EGRESS . SM w/ BATTERY BACK-UP CLEAR WINDOW ROUGH OPENING I ' WINDOW DIMENSION OPENING , EXISTING TO REMAIN j GUANT1TY MODEL # I Q CARBON MONOXIDE GALL-OUT -- -- IDTH REO'D: 20" 4 NEW WOOD FRAME (L.G. GO DETECTOR - - - HEIGHT WIDTH HE(GHT --I WIDTH HEIGHT REO'D 24" _ -_- OPEN RE0-0. 5.'1 S.F. STL. WHEN APPLICABLE) `.,__=__W._- ...,. .,Iw -- -- � -. - - - _ Q HARD WIRED SMOKE AND CARBON IL { A TW210410 "- NEW PARTIAL HE 5M/GO MONOXIDE DETECTOR COMBO _ -- _-- �'-O _ = 2-II_ 5'-O� S.F. _ _ F` F"",r.. : WOOD FRAME (L.O. STL. 3 GIR30 3-O w/ BATTERY BAGK-UP B 3, F-O �F, -°[v F �IY ._. � --Z-11 -_�� I Z-11 WHEN APPLICABLE) B 2 FR40 ,)'- NEW FOUNDATION WALL 50 G.F.M. EXHAUST --_ - } 4;E Q I + T `� „ 41-OII 4'-O„ --- - FAN w/ DAMPER - - - - �I ---J" --- -- - �� GI - 2 TW24210 2 6 3 O � 2-5 � 5_0 POST FOR 4" WARU STRUCTURAL 50 G.F.M. EXHAUST _ - I{ J" � '- _�.... -- - FL FAN $ LIGHT GOMBP w/ DAMPER 2 GWI4 21-4 4 0 :21-4 41-011' (2) 2"x6" STRUCTURAL E {t /� 3 P4030 L..,__._.... '-vFl I, --- 21- (MIN. 11 FI .__. - -,�--- _ 4-0 �� 2-I) , POST FOR 6" WALLS), U.O.N. �---=- --- - - � ---- r -- - ---- - - F ! I CN125 f. - ' �I Z-4 1 _8 _ :2--4 G 2 CXI5 2'-SE' 5'-O :21-1 4'-11'j" - - H I 025 -...» . -0 -___ - - ...�-•-- -;.:.•._•. -, ,E - III, IO S.F. I 616 2E-06-0 2'-O i 5'-II W �FY I �I 11 �1� i FLOOR PLAN NOTES U W ODOOR NOTE: �- U I. INSTALL NEW INTERIOR DOORS WHEN GALLED'; OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). V ' J 2.INSTALL OUT ONPLANSN EXTERIOR TH DOORS WHEN GALLED BY ERMATRU' (OR EQUAL).5. Q O INY FE TO SELECT 4.INSOOR TALL AS R MAU 5E :EX15T. FRAME s ? .. ., _f 2 NEW O DECK O I BALCONY [Q FRONT ENTRY DOOR EGRESS NOTE: I. V.I.F. FRONT DOOR HAS MIN. 3211 CLEAR OPENING d . / I pi 14'-4y2" 3'-O" 14'-4y2" WHEN DOOR IS OPEN q0 2.IF NOT, THEN REPLACE EXIST. DR, w/'NEW 36"x80" DR. (32" CLEAR WIDTH) ,, 33'-7' 10'-O" 10'-O" I'-I 3. PROVIDE (2) 2"x8" HDR., U.O.N. " <. 3'-5" 3'-5" 20'-D" 3'_511 3'-5" E (2)5 xb GLIDERS (2)5 x6 FIXED E (U5Qx&Q GLIDER (I)5Qx8Q GLIDER 4.JACK AND KING STUDS AS PER PAGE A-200 Q 2 Q 2 (1)5li FIXED - (1)5Qx8Q FIXED , STAIR It ...�.�.. _ _ - - - ---- I. ALL NEW STAIRS SHALL HAVE MA9C. NEW 77 I.-r5' - NEW (2) 2"x10" R NEW (3) 1.75"x11.8'15" I 5 4 NEW (2) 2"x10" HDR z G.P. 2.0E LV' 511 NEW 2�.'I5"xq.5" Qr _ d MIN. q" Tr - RISERS SHALL BE CLOSED G.P. 2.0E LVL HDR w/ I I 5 �HDR I G.P. 2.OE LVL HDR 1 5 Q 2. 511 HIGH GUARDRAIL. � SPINDLE 5PAGIN6 4 5 5 n NOT TO ALLOW PASSAGE OFA 4Q,'4) SPHERE; cv (2) 3/8" STEEL FLITCH PLATES x III Q m 3611 HIGH HANDRAIL $ SPINDLE 5PAGIN6 NOT N > --1 _ I A TO ALLOW PA55AOE OF A 4' 0 SPHERE X 4 5 w a -� J W 3. GRIPPABLE RAIL AS PER CODE WN (V p>1 GW O L Lu Lu N<' w) SMOKE DETECTOR / GO DETECTOR NOTES: 4 5 z �, _ Z I O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ILI O - 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR v R' Al x Q - -- -_ --_._- x=I z z = 2.INSTALL ALL AS PER MANU. 5PEG.s TTERY BACKUP. j z _ z �r - u1 dI in d 4 5 HARD WIRED TO EACH OTHER w/BA d MODIFIED - .p ir,� T .9 N= 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR tL O� GREAT ROOM 0= �� - - -- - O ® NEW _ _W NEW p J V� N rd Urd N Y IN COMPLIANCE WITH LOCAL GORE X_ ! IS) r � iv BEDROOM m m l 5 m 1" BEDROOM Q - �o W IL ®z ®z0 N E 3 q 1 3 v 4 5 WINDOW NOTE: Q - --- -- -1 z 1 T NEW N z O I. ALL NEW WINDOWS d DOORS SHALL'BE z _____ _ ___ - a ANDERSEN 400 5EI IES CASEMENT, DOUBLEHUNG, 3 GL. 3 �I A Q 5 1 Q 4 3- 05" 5PEG�'SOR DI FOR UBSN5 (AS TIETUT�IONS, EE NOTE aINSTALL AS PER MNNU. N N GLA55 WINDOWS AND DOORS ON PAGE A-100 I U N 3 • I NEW POST N 2.IF CASEMENT SHALL HAVE 5 ITRAIGHT ARM HINGE WHE DWS REF. SM/GO I NI 3.IF DOUBLE HUNG'- ALL DBL. HUNG WNDW5 TO BE .pILI - cv I 5 a ABOVE TILT WASH _X p 3 Q NEW (2) 1.15"x11.8"15 .D a - ~ y2 ABOVE m G x I 5 NEW POSTS a I r NEW (4) L"f5 x11.815' G.P. 2.0E I z V{/ ' NEW (2) 1.775"x c? 3 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. NEW (4) I.TS xII.515' G.P. N= 2 CFZL M - LVL FLUSH BEAM w1 3 O 5 _II, + O.P.G.P22.OE LVL HDR �+ G.P. 2.0E LVL HDR > NORESS NOTE COMPLIANCE WITH NEW YORK STATE BUILDING t I THK. FLITCH PLATES .D 3'-O 7'-4 10'-2" 2'-O' 4'-I 3'-0 201-101, -O { 6-q �I NOON NEW NEW 8�' I 5 I x NEy( NEi^t NF-kq �, GORE, SECTION 8310.2.1;THE FOLLOWING MEANS OF Q ! DOUBLE G.J. NEW (4J- - SEW (21 GL. GL. GL. ' EGRESS SHALL BE FOLLOWED: NEN SGH-140 5TLL. IL -- ZOE LVL HDR Q � O U 2"x4" POST 1.75'xl l.8 i5' O.P. x _ --- ' 4 - - - - - r -T - - - Q 3 8 SLDR Q NET CLEAR HEI OHT............... 24" MINIMUM p WI60 II "1/8 WI Q SHOWER 4 5 4Qx8Q BIFOLD NEW POST 2x8 I 5 � F COLUMN 0 W DOUBLE G.J. _ A=x WI ABOVE w/ 51'IMPSON LU528 HANGER20" MINIMUM ® I6 OG 5 I NET CLEAR WIDTH....../ , INEW w/ SIMPSON LU528 HANGERS - W Y 0 w, 1z x BATHROOMp WINDOW/ DOOR FRAMING: z_ GPI 40 9 I/2"WI W 15 _ Z> '! z f! :!! ' x v Q - - 5 SEE PAGE A-200 FOR FRAMING Wry - N I!i. !! N O G.J. ® I6" O.G. - - ---- ( 4 5 g y� ELEMENTS AROUND DOORS AND' MODIFIED 3 - MODIFIED 1��1I - Q _ GPI 40 q 'I/2' I r, i W O O z=111 1L ' �� CENTER I / k d I = W1NI70W5 (TYP. FOR ALL) U.O.N. � n 11 I N DINING ROOM - KITCHEN 1,, rr 3 NEW DOUBLE G.J. ' G.J. ® I6",O.G� w NEW ATTIC ACCESS - UL DOWN I" d - `r EXIST.-UP_ cv INU FULL STA R: 1 - - --- --- N -5'-4"- 3' o" 2'-O" t_, - - -- - .r 1-1 z BEDROOM MASTER w O I. MIN. 350 # CAPACITY - SHOWER' DW = ! SM/Co 54REA '' C'J -11 10'-�2" 2. SIZE TO FIT MECH. EQUIP. THROUGH Q x OPENING (MIN. 22 x30) 2'x4" POST 0 SM/GO z 5.1 HR FIRE RATED - I 5 Q GPI 40 q 1/2" WI __ ,11 - - -- ---- -- - - - NEW (3) _ O m cV - - D - 5. INSTALL4. ASASNPER MANUSPEPGEs INC.' - t(1 ---41_q I - \ G.J. a 16 O.G. - ._ 5 N p 4'-011 _3'_61' 2x8 rf p BATHROOM 4 5 3 in 6.CONSULT H.O. FOR PRECISE LOCATION w --- a u, W _ N EXIST. F.J. TO REMAIN O Q z= _ Q -- PACK UP To CREATE LEVEL WITH NEW FJ = ! N 7'-6 ¢ -- 5-O" x 4 5 W O � NEW EXIST. N - -- _ ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE /�L 5��5 0 L <E� • "A-201" FOR NAILING 8 STRAPPING DETAILS. WINDOYV, CHART. .: EXISTING TO BE DEMOLISHED • HARD WIRED SMOKE DETECTOR .................__..._.._.. __._,_,....,....�,..__._ -=---_.��;;.,____w,___..�:_ �...�.._" _._..__.._.___.___,__ • I�-- — O w/ BATTERY BACK-UP WINDOW ROUGH OPENING; WINDOW DIMENSION CLEAR O _ OPEN ING EXISTING TO REMAIN QUANTITY MODEL # CARBON MONOXIDE WIDTH REQD• 2 CALL-OUT0 — NEW WOOD FRAME (L..6. CO DETECTOR _ __ _ -_.li WIDTH HEIGHT WIDTH HEIGHT NEW REQ'D:24" 5TL. WHEN APPLICABLE) _-- -_ _-. -- =, ^r_._„ _____ ,,:_- ,_».,rv. _� OPEN REQ'D: 5.7 S.F. T' • HARD WIRED SMOKE AND CARBON B 3 �,I-_----- _ --- -_ - - - � .: i 2'-11 J 51-0 J 6.5 S.F. NEW PARTIAL HEIGHMONOXIDE DETECTOR COMBO TW210410 3 O � 5-O WOOD FRAME (L.C�. 5TL. SM/00 -----�j---- -GIR30- - 3 O 3-0 2'-1I " W BATTERY BACK-UP ___� ---- --- - - IL 4'-0 4'-GD :'.:,:.,. 41_011 {I_p 11 WHEN APPLICABLE) B 2 FR40 T NEW FOUNDATION WALL FAN w/ DAMPERST G 4 1 TW24410 2'-6 5'-D 2'-5 5'-O J" -- _._.._.__t^ It: �^ I it 1_ II G I --- -TW24210 - - '-b. 3 G� --2-5 5,-0 0 ML FAN 8 LIGHT GOMBP "4Y "`�" I 1. II w/ DAMPER - ----------------------- __- ,_ 11 21_4 g" - f- 4_O 50 G.F.M. EXHAUST ® MIN. (2) 2x4 STRUCTURAL D _ 2 -- GWI4 1 " '.r "" - POST FOR 4" WALLS (MIN. (2) 211x6" STRUCTURAL E 3 P4030 4'-d" 2 11 4'-O" 2'-II " P05T FOR b WALLS), U.O.N. r l -J 1 F 1 II ON125 18 _ 2`�4 I'-8 II 21_4 II 1 G 2 GX15 +_QU. "..:." tYO il':< 21_y 11 4'-11 11 H I G25 : 4'-o 5"-O 41-01' 4'-11 10 S.F. _b a J ----I--- - 0I6 2'-0 w H FLOOR PLAN NOTES U w H ODOOR NOTE: U I I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). X 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Q OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT NEW 4.INSTALL AS PER MANU SPEG.'s BALCONY 0 BELOW FRONT ENTRY DOOR E&RES5 NOTE: [Q �n I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING NEW NEW 4"x3" ALUM. GUTTER NEW 411x3" ALUM. WHEN DOOR 15 OPEN cIO* BALCONY Q DOWNSPOUT (TYP) HIGH POINT b"x3" ALUM. DOWNSPOUT (TYP) 2.IF NOT, THEN REPLACE EXIST. DR. w/ NEW 3611x60" ,: BELOW CUTTER (TMP) 3.PROVIDE (2) 252" CLEAxH) SID U.O.N. El r 4.JACK AND KING STUDS AS PER PAGE A-200 O STAIR I 1. NEW STAIRS SHALL HAVE MAX. 6-1/4" Rt d MIN. cl" Tr - RISERS SHALL BE OL05ED I CENTER ON T-:_ /;211 CENTER ON 2. 36" H16H GUARDRAIL $ SPINDLE SPACING - - -_Q -1 - - - - - - - - - - - -I NOT TO ALLOW PA55A6E OF A 4" m SPHERE; ` I I TO ALLOW PAS5A6E OF A 4" (P SPHERE " II I II I II NEW (7DR- aD NEW (2) 3. 6RIPPABLE RAIL AS PER CODE NEW 2 xb" R.R. NEW 2'x6 R.R. NEW 2"x611 R.R. NEW 21x6 R.R. BI 2 xb HDR ® I6' O.G. ® I6 O.G. BI 2"xb'I H 1 = NEW 1 4 5 1 v ® ib" O.G. ® I6" O.G. ROOF DEGK 1 i SMOKE DETECTOR / GO DETECTOR NOTES: I PROVIDE EPDM FLAT ROOF J ® O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I MEMBERANE;PITCH SMOKE /CARBON MONOXIDE COMBINATION DETECTOR TWOS REAR `" N EW D RME z EW DORM R ry D HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. R' 2.INSTALL ALL AS PER MANU. 5PEG.'s NEW (2) 2"x10" HEADER �- _ _ -� 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR in x + x _tom--I IN COMPLIANCE WITH LOCAL CODE 17 GENT€R ON DECK > O �0 O �O > tu NEW (2) 2"xb" HDR to � I. � m� �� �, =.p ryv �� �,, -.gyp '�y ml0 W 0 +/ .,R, ?�,N Q in ��+, cIR� �.�,� wN WINDOW NOTE: O,, �i p% o,, 3, W to O 1• ALL NEW WINDOWS d DOORS SHALL BE 4 5 I z LD z <1 a V z'' zIU ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, 1 v = x-� z OR 6LIDIN6 (AS NOTED); INSTALL A5 PER MANU. � � iv9 Ln �� NQ _ i 1 i cv Q ® I1J r W X ® X = , "GLASS WINDOWS AND DOORS" ON PAGE A-100 SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #4 IN O NEW GABLE I � I � I � ® z N N N O z cV o I 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS IN - SHALL HAVE STRAIGHT ARM HINGE WHEN g) I B tu I z NEW (2) 2"x1011 HEADER IL K NEW (2) 211x10'1 HEADER to ® 3. IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE I I z O z j z TILT WASH R R� I v 4.ALL 6LAZIN5 WITHIN 15" OF FF TO BE TEMP. 6L. z m _ m n2 z NEW (2)EI.'15"xll. 5" G.P. NEW (2) I.15"x11.6'!5" 6.P. - - - - - -- - - - - - - - - - - - - - - - -_ I o- - -- - --- - - -- - K- 2.0 LVL IDLE 2.OE LVL RIDGE z NEW(3) 2"x611 NEW NEW (3) 2"x6" z EORE55 NOTE: cv ATTIC POST BENEATH19 IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 I z POST BENEATH w Lu 4 5 RIDGE (3) 2"x611 R.R. v CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF E6RE55 SHALL BE FOLLOWED: i NET CLEAR OPENINO........... 5.71 S.F. b NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM \ / 1 O NEW GABLE d� O Z i N.D N O5 LLj SEE PAGE A-200 FOR FRAMING V p 3 ® ® ELEMENTS AROUND DOORS AND i 30,000 BTU Q - z pj �y .pi w WINDOWS (TYP. FOR ALL) U.O.N. V —5'-5y2" i FURNACE BYI Q t 14'-7y2' d <� i i' z NEW ATTIC AGGE55 - PULL DOWN STAIR: GOODMAN;MODEL _ �`�J �i L > x-� I •4' HIGH WALL � 'GMEG�i60303AN'; I � ,y1 jPvv � -f- r J O O # GA W '""" /"•• FOR SECOND FLOORI \ 4 w `v �9S,, =►u O FIT MEGH.IEOUIP. THROUGH Q G F,; I MIN 35 HEATING AND AG O ^O 2 SIZE T N v m ry OPENING (MIN. 2211x3011) Q w 3.I HR FIRE RATED 4.DBL. FRAMING WHEN NEW OPENING O z O 5. INSTALL AS PER MANU. SPEG.'s uj i I I b.CONSULT H.O. FOR PRECISE LOCATION i I I OF AGGE55 � � I Q.I D A ^. _ I x GUTTER NEW 4"x311 ALUM. O ry HIGH POINT DOWNSPOUT(TYP.) NEW 4"x5" ALUM. N NEW 4x3 ALUM. . Q DOWNSPOUT(TYP) DOWNSPOUT (TYP.) - - I - NEW 643LE z NEW 6ABLE N ;- - �- I I I 6"x3" ALUM. \-b"x5" ALUM. '74d��•�f'•1�- A I A GUTTER (TYP) GUTTER (TYP.) Q ' I _ .... . A-500 NEW 211x8" R.R. NEW 211x6" R.R. ® Ib11 O.G. ® ib" O.G. PROJECT: 2 GUTTER �� GUTTER " HIGH POINT HIGH POINT H I NTZE I I I ADDITION 12'fb" 51_oy211 I —5'-oy2" I 4 5 NEW1(2) B x 1 590 BROOKS ROAD GREENPORT, N.Y. 11944 GE o RTDGE NEW 4"x311 ALUM. I _ ; {= NEW 411x311 ALUM. 24'-5" DOWNSPOUT (TYP) I� �'` _ »_. ,_" _ ___," _..._ c'FII 1•?' DOWNSPOUT (TYPJ 'Ei II DRAWING TITLE: ._=EXISTING GOVEREDT-=�--=--" - � 0 ATTIC PLAN PORCH BELOWPLAN ,'11 ROOF PAGE: ATTIC, PLAN ROOF FRA I NO FLAN A-401 SCALE: 1/4" = I'-011 50ALE: 1/4" = P-O" DATE: 07/14/20 8 OF 11 r NEW RIDGE HEIGHT -- ELEV. +42.3' / / E E _ I 4 1 \ _t -10 I i I �v= _. I ! 1 I I I s s E I i i I _ 3 1 I I I { ; _ I 1 j EXIST. RIDLE HEIGHT 1 4 i I . � , I I s I ELEV +52.1 i i — - - - — — — % I � l � E { , � I f \ € / LijV In m N SECOND FLOOR 2ND FLOOR FINISH _ 2ND FLOOR FINISH ----------- ELEV. +Ici.Q' .x LJL EXIST. FIRST FLOOR ;w ELEV. +IO.�i — __, s -15T FLOOR FIN15H r w ti. F \ r .tt�•. .f `"l \ ,4 �, rt AVG. GRADE ELEV. +7.8' NORTH ELEVATION (FRONT) NEST ELEVATION (R I O HT S I ISE) SCALE: 1/4" = I'—O" SCALE: 1/4" = I'—O" O / W / c .�'-�'•F^^ _.. ... 1 _ .._ _. _ ,,. .....,.,_ .. -v,. ,,..w„-.�.,,: 1 � ±»r�^� ,':;,�a:s:"„ _ % �..:.�':_",_<�v.=.m.,...��- ^:a�.,,•,_._ -.�_ :.zs�s :r.:;u„”, ..^=-^'e^e:^.._-___..,_ _„ ._... ,-., ._i.=,. ... .. .. ............. .... „-,,._._.;_ �ecc:'* - _., U ._ W Q I , �2 _ r A P _„—.. ",.u.cx,v a,.,,. n.a-. .xw-- »». ..... .P---.ten>..•.gr'�- as".,;,"._,__.µ.,_«,_ _,. ,,;,.,...�;,,.,,_,... .., ---mow-'-- " +I ._. . 03 405 LL OOFN RAISE HEADER HT. TO - Q z ALLOW FOR 3" ti ° `, 0 - PROJECT: m N o ABOVE ROUGH . . �_ \e f ___ �_.____,._.., ___. ,-"_ Q _ FRAMING (TYFJ - -- _ _._...._.____,—._ ___-_.._,__.,_,._.__,.__ " ___-__ -- H I NTZE w - PROP. BALCONY '""� Iti � RAILING NOT SHOWN o ___ �� _______._� __ ___., , __ _ _____.,_,.____-:________ ADDITION _ m 2ND FL. FINISH 2ND FLOOR FIN15H GREENPORT N.Y. 11944 _ O E - DRAWING TITLE: _ - I ELEVATIONS d) IST FL. _ FINISH I :x w PAGE: 't• , , t ............. /Ok600 , i' :.r. ~ r , P;• a .t , f• EX15T. FRAME DECK s RAILING NOT 5HOWN SOUTH ELEVATION (REAR) FAST ELEVATION (LEFT SIDE) DATE: 07/14/20 10 OF 11 SCALE: 1/4" = I'—O" SCALE: 1/4" = 1'-0"