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Y ARCHITECTURE ANTHONY PORTILLO , R .A. LEED AP PROJECT:
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1075 FRAIRNKLI NVILLE ROAD 204 25TH STREET, SUITE 203 ADDITION
LAUREL N .Y. 11948
BROOKLYN , N .Y. 11232
530 WOODCLIFF DRIVE
LLCMATTITUCK 11952
0:516-214-0160 0 , NY
DRAWING TITLE:
TITLE PAGE
PAGE:
T-1.00
DATE: 11/14/19 1 OF 9
NOTES � SPEC 1 F 1 G,4T1 ONS CARPENTRY 51TE WORK FA(5E: <F.)000' :
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER
I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TOOETHOTHERWISE NOTED.
ER AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, INSULATION 4 FENESTRATION REOU I REMENTS T® 00 TITLE PAGE
SPECIFICATIONS,AND BE FAMILIARIZED NIITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING.
8" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65.
GENERAL STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. NYSEGG 2015 TABLE
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO STOCKPILE ALL EXCAVATED MATERIALS. COMPONENT PROPERTIES R402.I.2 COMPLIES
SI
PROVIDE S
APPLICABLE BUILDING DEPARTMENT. LL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLESS (I) 2 xb
15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS TREE
R-21 CAVITY INSULATION MIN. R-20 AS PER ( ®®
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR EXTERIOR WOOD FRAME WALL R-VALUE TABLE 402.1.2 OF NYS YES GENERAL NOTES
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EaUAL BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ENERGY CODE - ZONE 4 STRUCTURAL DESIGN CHARTS
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR.
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. NY5ECC 402.1.3 AND TABLES
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES
AND AUTHORITIES HAVING JURISDICTION. LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, PLUMBING AIR LEAKA0E=0.30 CFM/5F A-200 HOLDOWNs ANCHOR BOLT
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPCN5IBILITY s
OF THE OWNER/3UILDER U.O.N. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) MIN. R-49 AS PER TABLE
SYSTEMS TO NYG PLUMBING CODE AND NYC DEP REGULATIONS AND NYG R-49 SPRAY FOAM 402.1.2 OF NYS ENERGY STRAPPING & NAILING DETAILS
7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BUILDINGS BULLETIN 2008-005. CEILING AND ROOF RAFTER R-VALUE YES5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS INSULATION GORE - CLIMATE ZONE 4 STRUCTURAL DESIGN LOADS
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWI5E NOTED. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES.
WITH THE WORK.
9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION MIN. R-30 AS PER TABLE
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. AND AT BASE OF VERTICAL WASTE PIPES. FLOOR R-VALUE R-30 INSULATION 402.1.2 OF NYS ENERGY YES SITE PLAN -
UNLE55 APPROVED BY THE ARCHITECT/ENI6INEER. CODE - CLIMATE ZONE 4 PROJECT/ZONING DATA
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER
BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALLS AND FOOT.
ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS
8. DRY WELLS AS REQUIRED BY STATE A14P LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED:
APPLICABLE. - DISH WASHER.........................................2" ISM- OO DEMOLITION PLANS
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE - KITCHEN SINK........................................2"
11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. - LAVATORY...............................................2"
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. - SHOWER/TUB..........................................2" TABLE RSO I .-7
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL - TOILET........................................................3
12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR - LAUNDRY .................................................2" ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. - FLOOR DRAIN..........................................3"
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT ToRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4° 5TRUGTURAL MEMBER ALLOWABLE DEFLECTION ®�®® FOUNDATION PLAN UJI
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. THROUGH ROOF.
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 RAFTERS HAVING SLOPES GREATER THEN 3/12 LADO
RESPONSIBLE FOR DESIGN INTENT ONLY. (>
EXCEED 8'-O" AND AT EVERY 8'-O". DRAIN COCKS AS REC�'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW W/ NO FINISHED CEILING ATTACHED TO RAFTERS Lu
13. THE CONTRACTOR SHALL OBTAIN GER'1"IFICATE OF OCCUPANCY. PROTECTION.
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 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED INTERIOR WALLS 4 PARTITIONS H/180 A-500 FIRST FLOOR PLAN = J
WITH BACK FLOW PROTECTION. V J
TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS ROOF FRAMING PLAN
BROOM GLEAN.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLA55 AND LEAVE WORK NECESSARY. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FLOORS 4 PLASTERED CEILINGS L/360 Q
HEALTH DEPARTMENT STANDARDS AND REGULATIONS.
17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 A-I
15. THE: CONTRACTOR SHALL CARRY WORf:MANS COMPENSATION AND GENERAL ALL OTHER STRUCTURAL MEMBERS L/240
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR
AND ORDINANCES. „ TO CONGEALMENT OF PLUMBING. A- -6 SECTION
;e~o
18. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. EXTE=RIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ;.
ELEVATIONS
I6. THE CONTRACTOR SHOULD FULLY 6UAfZANTEE HIS WORK AND THE WORK OF
GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 11. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. E ''
THE 5UB-CONTRACTOR5 FOR A PERIOD CF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 DETAILS
COMPLETION OF PROJECT. NOR ANY POTENTIAL DAMAGE THEREOF.
19. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 t
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3.
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND
-700
PLUMBING RISER DIAGRAMS
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. P.T." SPECIFIES PRESURE PRESERVATIVELY TREATED LUMBER IN
ATTORNEYS FEES ARISING OUT 5, OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD CLASS WINDOWS AND DOORS GAS RISER DIAGRAM
THE WORK PROVIDED THAT ANY SUCH RE5ULCLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWI5E SPECIFIED. 57RUG7URAL DESIC7N LOADS
II
IS ATTRIBUTABLE TO BODILY INJURY, 51Gk:NE55, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
INJURY B OR DESTRUCTION N TANGIBLE: PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
ITSELF INCLUDING THE L055 OR USE RE5ULTIN6 THEREFROM). (B) I5 CAUSED IN CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER CLEARANCES ARE PROVIDED. USEL
R, IVE LOAD DEAD LOAD
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS,
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED
EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, EXTERIOR BALCONIES 60 psf 15 psf
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A UNLESS OTHERWISE NOTED.
PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING:
A. TRU55 J015T McMILLIAN 1.9E MIGROLAM 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH DECKS 40 psf 15 psf
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE 6-P LAM MANUFACTURER'S SPECIFICATIONS.
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR
A. TRU55 JOIST McMILLIAN 2.OE PARALLAM 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE
ENERGY CONSERVATION CODE
'
SPEG.s .
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22 FOR NEW WALLS, A PERFORATED SHEAR 1ALL SYSTEM 15 USED. THE 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE.
AUTHORIZATION OF THE ARCHITECT/ENGINEER. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf
NOTES, AND TABLES ON PAGE5 A-I, A-2, 4 A-3. THE FASTENING SCHEDULE
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS
SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 8ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC. .'s). SLEEPING ROOMS 30 psf 15 psf
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH STAIRS 40 psf 15 psf
23. COLUMN BEARING AS FOLLOWS: ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, ANOTHER HIN TO VERIFY THAT THE CHARACTERISTICS ESPON S OF THE WINDOW MATCH GUARDRAILS AND HANDRAILS 200 sf 15 psf
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE p p
WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE,
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS
EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY REOUIREMENT5. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC
23. PLEASE NOTE THAT THESE PLANS ARE= PROTECTED AGAINST ANY PO5TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 1(0" P 15 psf FOR CATH.
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® P05TINC, U.O.N). 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE
COPYRIGHT PROTECTION ACT OF 1990 (AWOPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE TEMPERED 6LA55. BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE: TO BE w/
STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG FOUNDATION, CONCRETE, AND MASONRY
w/6" RISE 4 w/(2) %"41BOLTS THROUGH CENTER LINE OF VERTICAL LEGS
CODES AND REFERENCE STANDARD: I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET b" DI5T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
BUILDING CODE, 2015 INTERNATIONAL RE5117ENTIAL CODE, AND 2015 PROPERTY 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
MAINTENANCE CODE. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
ASPHALT ROOFING 5HINGLE5 GROUND SNOW LOAD 20 LBS
I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-6LA55-A ASPHALT ROOFING N
2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF 5HINGLE5 OR APPROVED EQUAL. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E Z
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME BASIC WIND SPEED 130 MPH w
CONSTRUCTION MANUAL BY AF 4 PA. INFELUN3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. 2
2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDG T, LE55 OTHERWISE
NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE EXPOSURE CATEO
GORY B
GODS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL HERWISE NOTED ST A MIN. OF 4'-0" BELOW GRADE, UNLESS
3. ALL PLUMBING WORK SHALL CONFORM 7'O THE 2015 INTERNATIONAL PLUMBINGFOOTIN55 TO
LINE. 4 24' FROM ALL VALLEYS, AND ROOF FLASHOT
FLASHING CONDITIONS. U
SEISMIC DESIGN CATEGORY B
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
w
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE,
CONSTRUCTION. WEATHERING SEVERE Q
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, UNTIL Ifa TIER OF FRAMING 15 IN PLACE.
NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION GORE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FR05T LINE DEPTH 3'-O"
SPECIFICATIONS. 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. FROST
5. NAILING OF ROOFING SHALL BE TO CODE. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED TERMITE MODERATE TO HEAVY
GENERAL WIND PROTECTION CONNECTION NOTES: 6. CORROSION RE515TANT II GALE ROOFING NAILS AND 16 GAGE STAPLES ARE SOLID WITH CONCRETE.
ICE BARRIER REQUIRED YES
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PERMITTED
9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2.
CONSTRUCTION;55TD 10-99 AND 2015 5BG HIGH WIND EDITION WOOD FRAME
CONSTRUCTION 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2:12 PITCHES TO 4:12 PITCHES a >`✓
DAYS OF 4,000 P.5.1., U.O.N.
FLOORS, STUDS AND ROOF FRAMING '.SHALL BE PROVIDED.
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OFill FA
II. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL THE SEALANT TO UPLIFT FORGES USING ASTM D 6381.
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
'�-
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED I � m
12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL � \
ELECTRICAL:
AREAS SHALL BE 5TAINLE55 STEEL CR HOT DIPPED GALVANIZED. N
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - "
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY (1) WALL TIE PER (3) 50. FT. 374 y0
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS CONSERVATION CODE. �1
AND AT LEAST ONE STUD AT EACH 5117E OF OPENING. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, �F N
E�
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING M 32'-0' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
COMPLETION OF WORK.
RAFTERS EXCEPT WHERE COLLAR TIES OF IXC OR 2X4 LUMBER 15 LOCATED
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
6ID. UPLIFT CONNECTORS SHALL BE PROVED AT EACH RAFTER BEARING. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72:
FROM FOOTING TO 2 ABOVE FINISH GRADE. PROJECT:
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 - GENERALLY, VERIFY OR PROVIDE HARD WIRED AND EVERY
16" WITHIN 4' OF EXTERIOR CORNERS. SMOKE DETECTORS w/ BATTERY BACK-UP IN: I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHOREDEACH SLEEPING ROOM OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENGINEER. NO
A.TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CONCRETE SHALL BE PLACED ON FROZEN SURFACES. CAN ELLOS
OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ADDITION
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR AREA IN THE IMMEDIATE VICINITY OF
ARCHITECT/ ENGINEER.
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY THE BEDROOMS (GENERALLY THE HALLWAY)
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND
AND AT SPACING NOT EXCEEDING 4' 0N CENTER. G. EVERY LEVEL OF DWELLING
WHERE: EVER APPLICABLE:.
(BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC)
19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 530 WOODCLIFF DRIVE
MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL.
1YPSUM GYP UM HALL 50ARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED HALL BOARD INSULATIONPROVIDE TWO #4 DEFORMED BARS CONTINUOUS THE FOOTING. ALL 4" THICK MATTITUCK, NY 11952
COMPOUND METHOD. FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING.
FOIL TO BE PLACED TOWARD WARM SIDE. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 5" DRAWING TITLE:
OTHERWI5E NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE 2. PROVIDE 2' R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION DEEP 4 3'-0" BELOW GRADE.
DEEMED APPLICABLE. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY GENERAL NOTES
CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE MECHANICAL CONNECTIONS:
3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS FOUNDATION WATERPROOFING.
(WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE SUBSTITUTED PROJECT/ZONING DATA
IN EACH DIRECTION BEYOND THE UNIT(5). AI-50 AT HEAT PRODUCING 3. GENERALLY, UNLE55 NOTED OTHERWI5E, INSULATE A5 FOLLOWS: WITH AN APPROVED EQUAL PRODUCT.
EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME:, INSTALL - 9" R-30 FOR FLAT CEILINGS 2, THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY
CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS "SIMPSON" MANUFACTURER.
- 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION
3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES
4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE - 5.25' R-21 FOR 2„xb WALL CONSTRUCTION
INDICATED IN '
TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - 5.25" R-21 FOR FLOORS EN PRODUCT LITERATURE. THERE MAY BE SEVERAL
LOADING VALUESS,, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING PAGE:
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON"
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED
MECHANICAL, FUEL 6A5: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER
ALL OPENINGS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. 1. MECHANICAL AND FUEL 6A5 5Y5TEM5 SHALL COMPLY w/THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER A-100
NYS MECHANICAL CODE AND FUEL 6A5 CODE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT
8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER
SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED BEAM HANGER
ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DATE: 11/14/19 2 OF 9
i
E
SII ° I�'20"E 115.00'
1 TAX MAP # 1000-APPROXIMATE LOCATION LOCATION OP POOL AND SHED. ZONING DISTRICT R-40 NC
SURVEY TO BE PROVIDED BY OTHERS.
32.0' LOT AREA 1 ,121 S.F.
1 I �
11A,
FEMA FLOOD ZONE X w
EXISTING o �- U
I.G. POOL 2 ,J
EXISTING WETLANDS DISTRICT NPERMIT #
FRAME - ------- - --- J
SHED - 1 4 N.J. LETTER Q
DEC DISTRICT N PRO\�I DED
o N77
'`
N 1 1 O EX I STING PROPOSED a
O
FIRST FLOOR AREA S.F. S.F.
rn
4-V r BEDROOM COUNT 4 4
18.2'
7 777
E
XISTIN
I STORY
FRAME
N
GARAGE
22.0' DESCRIPTION AREA7 % LOT
COVERAGE
SITE LAYOUT NOTES:
F-
1. THIS 15 AN ARCH I TECTS SITE PLAN 15 1 8.3 I TOTAL LOT AREA I-1,121.4 S.F.
SU5.JEC7 TO \/ERIFICATION BY A LICENSED EXIST. EXISTING HOUSE
SURVEYOR. THE INFORMATION n N EXIST. PAVER PATIO
REPRESENTED ON THIS SITE PLAN 15 TO THE FRAMEFT�� EX I ST I NO C�ARAC�E 444.0 S.F. 11
2.6%
ARCHITECT'S BEST OF KNOWLE'DGE. 1 DECK EX15TINO I EXISTING SHED 161.1 S.F. 0.ci0/0
2. SURREY INFORMATION WAS OBTAINED BASEMENT
FROM A SURVEY DATED AUG UST 2, 2005 ENTRY 31.e EXISTING STOOPS/DECK 136.8 S.F. 0.8%
AND PREPARED B1': 2'3 41.0' F EXISTING POOL 512.0 S.F. 5.0%
L13�
JOSEPH A. I NGEG'NO 1 1 PROPOSED ADDITION 106.5 S.F. 0.6%
522 ROANOKE AVENUE 6 z TOTAL AREA OF ALL STRUCTURES 5055.8 S.F - 1-1.8%
RIVERHEAD, N.Y. 11101 EXISTING d
TELEPHONE: (516) -727-1-121 I STORY 1011 4 w MAXIMUM COVERAGE ALLOWED = 20%
FRAME X w }
DWELLING tX 1
14.2'
PROF
777
r
5TORY EXIST.
`sFRAME
•
E. ..1.D. REG ULAT,
ON5
,. ,..,
p
.
ADDITION �
- -
1 36.4' 1
X31 EXISTING SCG
TM# 1000-10-7-8-15; LOT AREA = 11,121 S.F. ; R-40 Na
F,,,
15T I NO GONG.
�J1RIED O STOOP
OOPANE 0 EXIST. PROPOSED COMPLIES Lu
>
O BE
Q 1RELOCATED 1
10' FROM
- NEA MINIMUM REG2U I RED
ADDITION ��
f( � QED q`
U ° FRONT YARD 35.0' 44.5' 44.5' YES ONIX
yo o�
SIDE YARD 10.0 15.x' 15.1 ' YES
v
N�� Q�
BOTH SIDE YARDS 25.0' 51.51 50.E1 YES 3740�c O
I 1 of NE
REAR 55.0' 60.0' 60.0' YES
PROJECT:
40,000 11,121.0
-
�
LOT 51zE .o S.F. S.F. I1'121.° S.F. NO CANELLOS
vi 1 i
SII ° 17'20"E 25.00'
- - - - - - - - � LOT WIDTH 150.0' 115.0' 115.0' NO ADDITION
51101-7'20"E 115.00' LOT DEPTH 115.0' 150.0' 150.0' NO
METER 530 WOODCLIFF DRIVE
MAXIMUM PERMITTED MATTITUCK, NY 11952
BUILDING HEIGHT 55.0' 16.q' 16.q' YES DRAWING TITLE:
SITE PLAN
NUMBER OF STORIES 2 I I YES
DRIVE
E
SITE PLAN
5CALE: 1'-0" = 10'-0" A-300
DATE: 11/14/19 4 OF 9
r - - - - - - - - - - - - - - - - - - - — - -
0ENERAL 5YM50L E� : ,
I ,
_ EXISTING TO BE DEMOLISHED O HARD WIRED 5MOKE DETECTOR
5M w/ BATTERY BACK-UP
EXISTING TO REMAIN
i
CARBON MONOXIDE ,
NEW WOOD FRAME (LG. GO DETECTOR
STL. WHEN APPLICABLE) I
HARD WIRED 5MOKE AND CARBON
NEW PARTIAL HEIGHT 5M/CO MONOXIDE DETECTOR COMBO i
WOOD FRAME (L.G. 5T'L. I
w/ BATTERY BACK-UP
WHEN APPLICABLE)
NEW FOUNDATION WALL 50 G.F.M. EXHAUST
FAN w/ DAMPER
I I
50 G.F.M. EXHAUST EXIST.
® MIN. (2) 2"x4" 5TRUCTURAL FL FAN 4 LIGHT COMBP GRAWLSPAGE
P05T FOR 4" WALL5 w/ DAMPER
(MIN. (2) 2"x(o" STRUCTURAL
I
POST FOR b" WALL5), U.O.N. L
I
LLJ
I
I
I �
I
I
I
I
L
I
I
I
k
I
I I ~
U
W
I I = J
, EXIST. 2"xb" F.J.
I I �
5M/CO ,
I I
EXIST.
I — BASEMENT
(UNFINISHED)
tt
I ( EXIST.
j BASEMENT
EXIST. 2"xb" F.J. — — — — — J
I I
EXIST. WINDOW I EXIST. WINDOW
TO BE REMOVED TO BE REMOVED
ff RELOCATED 8 RELOCATED
I I
I �
I I
I I
I I
� I
I I
I I
LL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
BASEMENT F...)EMOL I T I ON PLAN
50ALE: 1/4" = 11-01-
EXIST.
'-0"EXIST. LIVING
ROOM
DEMOLITION NOTE:
CONTRACTOR SHALL PROVIDE SUPPORT TO ANY STRUCTURAL
MEMBER5 AFFECTED BY SCOPE OF WORK PRIOR TO THE to
COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. H
Z
w
O
U
Q
W
D Zip
I III EXIST. 1�j0~O�,O�� ,s`r' d'r'
I IIIIII HALLWAY EX
TEXIST. WINDOW GL
O s
I III TO BE REMOVED y ��
IF
;..
I III N
EXIST. EXIST. E
BEDROOM CL.
III PROJECT:
I II�I III EXIST. WINDOW
III TO BE REMOVED
IN I CAN ELLOS
I II I
"" ADDITION
I III EXIST. WINDOWS
O BE REMOVED
530 WOODCLIFF DRIVE
EXIST, MATTITUCK, NY 11952
BEDROOM
III EX15T.
II,I
I , EXIST. WINDOW GL. AWING TITLE:
III TO BE REMOVED DEMOLITION PLANS
EXIST. WINDOW TO BE
REMOVED d WIDEN
OPENING FOR NEW
WINDOW(5)
RELOCATE
EXISTING BURIED
PROPANE TANK FIRST FLOOiz PEMOL I T I ON PLAN
- SCALE: I/4" = I'-O" DM-100
DATE: 11/14/19 5 OF 9
0EI ` ERAL I �50L <E*%r :
:
EXISTING TO BE DEM01-I5HED O HARD WIRED SMOKE DETECTOR
5M w/ BATTERY BACK-UP
EXI5TIN5 TO REMAIN
O CARBON MONOXIDE
NEW WOOD FRAME (L.O. r,O DETECTOR
5TL. WHEN APPLICABLE)
NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON
WOOD FRAME (L.G. 5TL. w/
MONOXIDE DETECTOR COMBO
w/ BATTERY BACK-UP
WHEN APPLICABLE)
NEW FOUNDATION WALL ® FA G.F.M. EXHAUST
FAN w/ DAMPER
® MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST
FL FAN 8 LIGHT GOMBP
P05T FOR 4" WALLS w/ DAMPER
(MIN. (2) 2"x(o" STRUCTURAL
POST FOR b" WALLS), U.O.N. r - -- - - - - - - - - - - - -- - - - - - - - - - _- - -
I I
I I
i I
FOUNDATION PLAN NOTE5
I I
I I
Oj TYPICAL P. GONG. GRADE BEAM d WALL
CONSTRUCTION:
• (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD
I
8 SILL SEAL
• ANCHOR BOLTS AS PER PAGE A-200 W
• P. GONG. FOUND. WALL AS PER DETAIL UPON —
• P. GONG. GRADE BEAM AS PER DETAIL UPON
• 5TL. HELICAL PILES A5 PER DETAIL b NOTES
• ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR
• B.O. GRADE BEAM 3'-0" BELOW GRADE MIN. LJJ
• 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I EXIST.
APPLICABLE) CRAWLSPACE I O J
1
L Q
� I
� O I
1 44' I
I I
I
I L — �,,
I I
� I I
EXIST. 2"x6" F.J.
I I
1 ( I
I QQ I
SM/CO
I 1
I
I
I OI EXIST.
- BASEMENT I
(UNFINISHED)
I I
i I EXIST.
I BASEMENT — — — — — — — — — — �
FILL WITH WINDOW EXIST. 2"x6" F.J.
OPENING WITH CMU
BLOCK I
I I
I
1 ACCESS
I
1 � I
- O PROPOSED O
CRAWL I x= I N
;p I ti I N SPACE;3°{
UN-REINFORCEDtu ® Z
Z GONG. SLAB z I
I
IA-6001
0
RELOCATE _ RELOCATE V
I EXIST-BASE. W1N- EXIST. BASE. WIT. 1
� T7KELL
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —NDWELL Q
14'-2"
NEW 15"x12" DEEP CONT.
POURED GONG. FOOTING
® 3' BELOW GRADE
O
FOUNDATION PLAN
SCALE: 1/4" = 1'-0" I( <r
iY•[�aa;nln�.
-,I 40` CO
OQ"
FNS
PROJECT:
CANELLOS
ADDITION
530 WOODCLIFF DRIVE
MATTITUCK, NY 11952
DRAWING TITLE:
FOUNDATION PLAN
PAGE:
A- '40 ®0
1
DATE: 11/14/19 6 OF 9
_ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
EXISTING TO REMAIN 5M w/ BATTERY BACK—UP ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEC.'S.
O CARBON MONOXIDE SEE PAGE "A-201" FOR NAILING $ 5TRAPPING DETAILS.
NEW WOOD FRAME (L.G. GO DETECTOR
5TL. WHEN APPLICABLE)
WINDOW CHART ..
NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON
WOOD FRAME (L.G. STL. 5M/CO MONOXIDE DETECTOR COMBO EGRESS
W BATTERY BACK—UP "„t?OUGH OPENING; WINDOW DIMEN51ON CLEAR c
WHEN APPLICABLE,) WINDOW
50 G.F.M. EXHAUST GALL—OUT TYPE QUANTITY MODEL # NIDTH REOV: 20”
r
Ej FAN w/ DAMPER OPEN REQ D: 5:7 S.F.
NEW FOUNDATION P4ALL WIDTH HEIGHT",; WIDTH HEIGHT
EXIST. LIVING
a to a a. t �, ��
MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST ROOM
A DOUBLE—HUNG 4 TW3046 3,-2.: -8 3—I 4—8 6.6 S.F.
® POST FOR 4" WALLS rF�L FAN $ LIGHT GOMBP
W DAMPER B GIRGLE/PIG. I CIR20 2'-0 " '-0 1 2'—O �" 2'—O �"
(MIN. (2) 2"x6" STRUCTURAL
F_
P05T FOR 6" WALL5), U.O.N.
FLOOR PLAN NOTES o
Q �
DOOR NOTE: Q
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED
OUT ON PLANS BY QELD-WEN' (OF' EQUAL).
2.INSTALL NEN EXTERIOR DOORS WHEN GALLED
OUT ON PLANS BY 'THERMATRU' (OR EQUAL). W
3.DOOR TYPE TO SELECT
4.INSTALL AS PER MANU 5PEC.'s
F—
FRONT ENTRY DOOR EORE55 NOTE:. - (�
I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING W
WHEN DOOR 15 OPEN 010° p F-
2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" m T_ = J
DR. (32" CLEAR WIDTH)
3.PROVIDE (2) 2"x8" HDR., U.O.N. x — — — — — — — — — — — — EXIST. V J
4.JACK AND KING STUDS A5 PER PAGE A-200 �� HALLWAY EXIST.
GL.
RESERVED 4 5 Q
O p` z EXIST.
BEDROOM
O SMOKE DETECTOR / GO DETECTOR NOTES: 3
'5T3
3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR • EXIST.
HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. FILL WALL WITH 2X TO SM/GO CL,
2.INSTALL ALL AS PER MANU. 5PEC.'s MATCH EXIST. AND FILL
4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CAVITY WITH
IN COMPLIANCE WITH LOCAL CODEy INSULATION (TYP.)
O WINDOW NOTE: (�
W WI
4 I. ALL NEW � DOORS SHALL BE -
ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG,
OR GLIDING (AS NOTED); INSTALL AS PER MANU. 3
SPEC.'S. FOR SUBSTITUTIONS, SEE: NOTE #q IN 4 5
FIX
"GLA55 WINDOWS AND DOORS" ON PAGE A-100 •
2.IF CASEMENT NINDON5 - ALL 051-INT NNDWS A I 5 SM/GO
SHALL HAVE STRAIGHT ARM HINGE NHEN
3.IF DOUBLE HUNG - ALL DBL. HUNG NNDw5 TO BE 4-b NEW (2x8" HDR
TILT WASH
4.ALL GLAZING NITHIN 18" OF FF TO BE TEMP. GL.
2 C2 (',Iff�'.D. NEW �p
2Qxb$ / \ ! EXIST.
EGRESS NOTE: O O I \ BEDROOM
IN COMPLIANCE WITH NEW YORK STATE BUILDING m
CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF /NEW AETE�k EXIST.
EGRESS SHALL BE FOLLONED: /
BAT ROOM
NET CLEAR OPENINO........... 5.1 S.F. 711
r LT SHOWER (q5 q• Ft•) \ 19
NET CLEAR HEIGHT............... 24' MINIMUMEXISTING ROOF u�NET CLEAR WIDTH................. 20 MINIMUM dJ m /
WINDOW/ DOOR FRAMING:
O SEE PAGE A-200 FOR FRAMING b'-O" NEW (2) x8' HDR NEW(2) "x8" HDR
ELEMENTS AROUND DOOR-5 AND
WINDOWS (TYP. FOR ALL) U.O.N.
10'-lOy2"
1 � 4 5
A B 4 5 A
4'-2"
F I RST FLOOR FLAN
Q 1,802 SOUARE FEET SCALE: I/4" = I'-o"
EXISTING ROOF
' O
Q .OD
Q
H
Z
w
O
U
Li.i
H
I w
FACE MOUNT NEW
RAFTER TO EXIST.
RIDGE;PROVIDE j
51MP50N HANGERS
TO ALL RAFTERS EXIST. RIDGE TO REMAIN ��D A'�'�►4
— — — — — — — — — — — — — EXISTING ROOF EXISTING ROOF `/W�^r'�L`:,"• �,av p„ aaq r'+7"+�
NEN(3)
P05T TOO O tk 1 ; NEW (2) 2"x4"
RIDGE x (1 POST RIDGE g
NEW RIDGE w/ 1.775„x11.8'15to G.P. 2.OE LVL
PROJECT:
a ' I
0
0 CANELLOS
X
® v EXISTING ROOF EXISTING ROOF ADDITION
tu
z _
530 WOODCLIFF DRIVE
z �� MATTITUCK, NY 11952
NEw 2" O" NEW 2" O" R.R. - DRAWING TITLE:
® I6”" O.G.. ® I6"" O.G.— —
FIRST FLOOR PLAN
ROOF PLAN
I'-O"� NEW 4"x3" ALUM. EXTEND GUTTER
TMP, DOWNSPOUT (TYP)
Q .fl
t
Q
PAGE:
ROOF FRAM I NO PLANA-500
SCALE: 1/4" = I'-O"
DATE: 11/14/19 7 OF 9
I
NEW ROOFING -
5EE NOTE
SECTION
EXTEND RIDGE
12
i 'NEW DORMER
_6
W
F—
NEW SIDING - SEE U
NOTE ® SECTION W
U J
Q
WEST ELEVATION (FRONT)
SCALE: 1/4" = I'-O"
NEW DORMER v
12 /
b EXIST.
LLe
PITCH
I )
J_L
0
— F.F. I{�- •!�I I I I I
NORTH ELEVATION (LEFT SIDE)
SCALE: 1/4" = I'-O"
z
w
O
U
SECTION NOTES TOP OF EXIST. RIDGE Q
V.+16.8' ---------------------- o
ONEW ROOFING NOTE:
I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' NEW_D_ORMER
ASPHALT ROOFING 5HINSLE5 BY '5AF' OR EQUAL;MIN.
GRADE 240#, 50 YR WARRANTY OVER(MATCH EXIST.
ROOFING) NEW 2X6
2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO /
24" FROM INSIDE FAGS GF STUD WEXIST. SILL PLATEALL AND AT VALLEYS N NEW R-300 BATT t®R
OVER 5 ATTIC INSULATION
5.INSTALL 15 # BUILDING FELT (U.O.N) OVERNEW BETWEEN CAVITIES eGJ M. -O`
4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) NEW 2"X8" P.T. RIM JOIST
t^
5. GAP SHINGLE OVER RIPC-E 4 HIPS (A5 REG'D) CATHEDRAL `�,� 5
GEILIN6 EX15 ilh
6.PROVIDE RIDGE VENT(AS REG'D) NEN NEW (2) 2"xb P.T. SILL PLATES
PON SILL SEAL UPON ? sa':
7. FLASH ALL VALLEYS BATHROOM COPPER TERMITE SHIELD k�� < ,
8.INSTALL DRIP EDGE AS R'.EG D i
9. IN57ALL ALL AS PER MANU. SPEC.'S ,••
NEW HEADERS PER / NEW 5/8" HOOKED Yr
NEW R-50 BATT. IN5UL. IN EXIST. FLOOR SYSTEM PLAN (TYP) \
NEW F.J. AS `i ANCHOR BOLTS ® 3a" O.G. ?'7 i ��C:►`
O (MIN. R-50 A5 PER TABLE 4.02.1.1 OF NYS ENERGY - FIRST FLOOR PER PLAN _ z w/ 3" SQUARE WASHER S
2Xb SILL PLATE O _
CODE - CLIMATE ZONE 4) ® WINDOWS. (TYP.) EXI57. EXIST. LIVINENDN
�� j GRADE
BEDROOM ROOM
O TYPICAL EXTERIOR WALL CONSTRUCTION: j�, .• - -
'I
• SEE NEW 51DINO NOTE PROJECT:/ #5 VERTICAL li'
• UPON "TYVEK" HOUSE WRAP (OR EQUAL) REBAR 60" O.G. 14' '
• UPON I/2" GDX PLYWD. SHEATHING
�I u- CAN ELLOS
(BLOCKING ® ALL PLYWD SEAMS) EXIST. FLOOR FINISH `I (4) #5 HRR. GOVT.
• 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE ---�----'—' REBAR TOP
• MIN. R-21 FIBERGLASS IN5UL. N. V.B.,U.O.N. ELEV. +2.3 g EW F.J. AS PER PLAN EX T. 2 b" " O BOTTOM OF WALL ADDITION
• 5/8" GYPSUM BD. WALL FINISH 2 5T. 2 x O NEW 3" POURED GONG. II O—
AVG. GRADE GRADE SLAB it
OELEV. +O.O' NEW GRAWLSPACE EXIST. BASEMENT
4
NEW 51DIN& NOTE: EXIST. GRAWL5PACE , II
I. MATCH EXISTING SIDING, OVER ALIGN GRAWLSPAGE LEVEL 530 WOODCLIFF DRIVE
2. TYVEK° HOUSE WRAP (og. EQUAL) I ( I I
3.INSTALL ALL AS PER MANU. SPEG.'s _ b ML. POLY ;_- = ;=, ° MATTITUCK, NY 11952
4.PROVIDE ALL NECE55AR`( TRIM FOR PROPER O MOISTURE RETARDER— -- -'a.
INSTALLATION 4 `.
5. SIDING SHALL EXTEND TO TOP OF FOUNDATION I I 4 (ORAVEL BASE e
I I
FOUNDATION WALL PROV. GLEAN 21N _ DRAWING TITLE:
"COMPACT FILL
ELEVATIONS
OROOF RAFTER AND GEILIN6 J015T INSULATION:
R-49 SPRAY FOAM INSULATION AT RR/GJ;PER IRO
ENERGY CODE
NEVI ORAVCSFACE DETAIL
?A-600 SCALE: 3/4" = I'-O"
SECTION A/A-600 PAGE:
SCALE: I/4"
A-600
DATE: 11/14/19 8 OF 9
I
t
r
4" FRESH AIR VENT
tt- J I L THROUGH ROOF
00 ! f
v I I
Q I
I
IRO
I
I
I
I
IDE "ABE500 FF200 FR
NEW FULL BATHEXPANDING FOAM" (OR EQUAL)
2 — AT ALL PENETRATIONS IN FIRE
RATED WALLS AND
--r I FLOORS/CEILINGS. PRODUCT
I CONFORMS TO ASTM E 814,
r I I ASTM E 84, AND UL 14'1Q
2 !
O I
„ 21 W
tL 1 1 GLEAN OUT
�
1:211 I i AS REQ'D = k
n, EXIST. F.A.I. TO F—
iLI I REMAIN N.I.F. U `
ABOVE DFE) Lu t
!SHOWER 2"
I = J
U J
G.O. 2 3 G.O. NOTE:
ALL PLUMBING WORK Q '
G.O. SHALL CONFORM TO `
4 LOCAL PLUMBING CODE
S
w4" HOUSE
N k!) Q MAIN DRAIN
N x a w 4
O�
U� � HOUSE TRAP
w
0 U G.O.
4"
TO 5EWER
SYSTEM
FLUME31NO RISER - DRAIN / !TASTE / VENT
5GALE: NTS
O
v
Q
z
w
O
U
Lil
NEW FULL BATH Q
0
NOTE:
w ALL PLUMBING WORK
SHALL CONFORM TO
O LOCAL PLUMBING CODE
LL
X
L 3j I Iv I Iv LEGEND r, -DAP
S
1= HOT WATER
(V! I. SHOWER ry IN ry I� ——— — sem �A
Q. IN �_. 1_ _Q. SUPPLY ' �a
6..—.._..—..—.._. .—.._. .—..—..—..—.._ ..—..—..—..—. — .._..—.._.._.. �..—..—.. I 4
------------
-------- ----- COLD WATER
i1 �
r'
SUPPLY
1 i 1 1'
FCONNECT TO !
EXIST. WATER I 1 PROVIDE "ABESGO FP200 FR — y-
z 5UPPLY 5Y5TEM I c,,.. — r q
EXPANDING FOAM' (OR EQUAL) �]
! AT ALL PENETRATIONS IN FIRE
0= LLI ! j RATED WALLS AND OF NE`S3
in 0F ! FLOORS/CEILINGS. PRODUCT
1i Q z I CONFORMS TO A5TM E 814,
ASTM E 84, AND UL 14-74
0L < j PROJECT:
tu
lu
1j) L2J
t CANELLOS
TO STREET ADDITION
j WATER MAIN
530 WOODCLIFF DRIVE
MATTITUCK, NY 11952
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
FLUME31 NO RISER - SUFFLY
5GALE: NTS
PAGE:
A-700
DATE: 11/14/19 9 OF 9