GENERAL NOTES:
|. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS PRIOR TO CONSTRUCTION THESE ¢ DRAWINGS ARE NOT TO BE SCALED - USE DIMENSIONS GIVEN
2, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, : SEQUENCES AND SAFETY PRECAUTIONS INVOLVED AS PART OF THIS CONTRACT
3, THESE DRAWINGS HAVE BEEN PREPARED FOR STRUCTURAL INTENT ONLY. ELECTRICAL. MECHANICAL AND OTHER BUILDING SYSTEMS, AS REQUIRED ARE TO BE DONE BY OTHERS e 4. THE FOLLOWING DESIGN LOADS HAVE BEEN USED JN THE STRUCTURES DESIGN IN ACCORDANCE WITH THE PRINTED SPAN TABLES IN THE N.¥.5. CODE MANUAL FOR THE STATE BUILDING CONSTRUCTION CODE:
FLOOR DESIGN LOADS
FIRST FLOOR 40PSF SECOND FLOOR 30 PSF DEAD LOADS STRUCTURE 10 PSF FLOOR MATL 2PSP CEILING MATL 2 PSF MISC | PSF
ROOF DESIGN LOADS SUPERIMPOSED LOADS
ENOW40PSF WIND 115 MPH
DEAD LOADS STRUCTURE 10 PSF SHINGLES 3 PSF CEILING MATL 2 PSF MISC, 1 PSF
. 3. ALL WORK, MATERIALS, METHODS, EQUIPMENT, ECT. SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL MATERIALS SHALL BE NEW, UNLESS NOTED OTHERWISE
6. WORK SEQUENCE AND SCHEDULE SHALL BE MUTUALLY AGREED UPON BY BOTH OWNER AND THE CONTRACTOR.
7. IT1S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN CASE OF ANY OR ALL DEVIATIONS FROM THESE DRAWINGS.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND APPROVALS REQUIRED BY THE LOCAL ZONING AND BUILDING DEPARTMENTS AND ANY OTHER GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. ALL. APPLICABLE REGULATIONS SHALL SE ADHERED TC AND * CARRIED OUT BY ALL INDIVIDUALS UNDER THIS CONTRACT.
9. THE CONTRACTOR SHALL FURNISH A CERTIFICATE OF INSURANCE INDICATING THE TYPE AND AMOUNTS COVERAGE AS REQUIRED BY NEW YORK STATE AND THE LOCAL MUNICIPALITY
* oe ee
*
16. ONLY COPIES FROM THE ORIGINALS OF THESE DRAWINGS MARKED WITH AN ORIGINAL OF THE ARCHITECTS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. Il. BUILDING IS CLASSIFIED AS RESIDENTIAL
12. MAXIMUM “U" AND “R” VALUES FOR 6734 DEOREE DAYS REQUIRED IN ONTARIO-COUNTY
13. THESE PLANS HAVE BEEN PREPARED TO THE BEST OF THE ARCHITECTS KNOWLEDGE. BELIEF, AND PROFESSIONAL JUDGMENT JN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE AND ENERGY CONSERVATION CODE REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE POR ADAPTING THESE PLANS, IF REQUIRED, TO SUIT THE NEEDS OF THE BUILDING
‘ON THE SITE. PROVIDED THAT THE ALTERATIONS DO NOT VIGLATE THE CODE OR ALTER THE STRUCTURAL INTEGRITY OF THE BUILDING
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILLDING/ELECTRICAL/MECHANICAL/SANITARY AND ENERGY CODES STATE OR LOCAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE THE ENERGY CODEFOR ALILHVAC EQUIPMENT, HVAC CONTROLS, WATER HEATING EQUIPMENT, PIPE AND DUCT INSULATION. AND FLUORESCENT LAMPS AND BALLAST
15. ANY DEMOLITION WORK SHALL BE DONE CAREFULLY. ALL DISTURBED SURFACES TO BE REPAIRED APPROPRIATELY. ALL SALVAGEABLE ITEMS SHALL BE TURNED OVER TO THE OWNER. 16. EXAMINATION OF THE SITE SHOULD BE MADE BY ALL CONTRACTORS CONCERNED TO FULLY CONSIDER ALL SITE CONDITIONS WHICH MAY HAVE A BEARING ON THE WORK OF THE ENTIRE PROJECT. SUBMISSION OF A BID IS PRESUMPTIVE EVIDENCE THAT THE BIDDER IS CONVERSANT WITH LOCAL JURISDICTIONS AND HAS MADE DUE ALLOWANCES IN HIS BID FOR ALL CONTINGENCIES. THE OWNER RESERVES THE RIGHTTO REJECT ANY OR ALL BIDS.
17, BACKFILL MATERIALS SHALL BE NATIVE SOIL. FOR FILL UNDER THE GARAGE FLOOR OR BASEMENT FLOOR. PROVIDE SAND/GRAYEL FILL FOR COMPACTION AS NEEDED. THE HEIGHT OF BACKFILL SHALL NOT EXCEED 10 FEET, THE BACKFILL MATERIAL SHALL NOT EXCEED 60 PCF EQUIVALENT LIQUID PRESSURE.
18. SLAB IS A MINIMUM OF 4° THICK OVER 6 MIL, POLYETHYLENE VAPOR BARRIER OVER 4- CRUSHED STONE, TOP OF SLAB TO BE AS NOTED.
19, PROVIDE PERIMETER FOUNDATION DRAINPIPE PITCHED AT [/8: PER 12° PITCH TO DAYLIGHT To A PREPARED 10” DEEP, 2:0" DIAMETER GRAVEL BED OR SUMP PUP AS REQUIRED BY OWNER. DRAINPIPE TO BE 4" PERFORATED WITH HOLES ORIENTED DOWNWARD.
20. CONTROL JOINTS TO BE PROVIDED FOR ALL CONCRETE SLABS OVER 900 SQUARE FEET.
21, ALL FOOTINGS SHALL REST ON UNDISTURBED VIRGIN SOIL, THE FOOTING/FOUNDATION DESIGN ASSUMES MINIMUM SOIL BEARING PRESSURE TO BE 2000 PSF. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBGRADE CONDITIONS. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A SOILS ENGINEER TO VERIFY SUBGRADE CONDITIONS AND
SUBSTANTIATE ACTUAL BEARING CAPACITY. 22, MINIMUM CONCRETE COMPRESSIVE STRENGTH:
2500 PS] FOOTINGS
3500 PS] SLABS 23. CONCRETE BLOCK SHALL CONFORM TO ASTM C90 N-I, WALL REINFORCING - ASTM A82. ALL MORTAR SHALL CONFORM TO ASTM C270. TYPE S - 1 PART PORTLAND CEMENT, 1/4PART LIME, 3 PARTS SAND. 24, STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. SHOP-PRIME PAINT TT-P-20, TT-P-31C. TT-P-8G, FABRICATION AND INSTALLATION PER THE LATEST EDITION OF THE AlISC = MANUAL AND SPECIFICATIONS,
25, 18 ASSUMED THAT THE SUBSURFACE CONDITIONS WILL SE EARTH OR SOIL. IF BEDROCK IS ENCOUNTERED. REMOVAL WILL BE CONSIDERED AN EXTENSION OF THE CONTRACT.
26, THE CONTRACTOR SHALL BE RESPONSIBLE SO THAT BRANDS OF WINDOW AND DOORS INSTALLED MEET THE NEW YORK STATE ENERGY CODE REQUIREMENTS. WINDOWS AND/OR DOORS SHOWN ARE INDICATED FOR SIZING ONLY.
27, MINIMUM FIBER STRESS IN BENDING (F8) FOR ALL FRAMING LUMBER TO BE 1130 PS1#2 HEM FIR ‘OR BETTER. PROVIDE DOUBLE FRAMING MEMBERS UNDER PARTITIONS RUNNINGIN SAME DIRECTION AND AT ALL FLOOR OPENINGS.
28, CONTRACTOR SHALL PAY STRICT ADHERENCE TO MICROLLAM MANUFACTURER'S WRITTEN DIRECTIONS POR CUTTING, DRILLING, NOTCHING, JOINING AND GENERAL INSTALLATION OF THEIR PRODUCTS.
29. WOOD TRUSSES SHALL BE DESIGNED BY MANUFACTURER, 408 1..L. AND ALL OTHER LOADS SUPERIMPOSED ON TRUSSES SHALL. BE USED FOR TRUSS DESIGN. RESPONSIBLE FOR INSTALLATION DETAILS AND REQUIRED BRIDOING/BRACING,
31. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FULLY WOOD PRESERVATIVE. TREATED WITH OSMOSALTS OR WORKMAN SALTS.
32, ALL OPENINGS IN THE BUILDING ENVELOPE (DOORS, WINDOWS, UTILITIES) SHALL BE CAULKED. WEATHER-STRIPPED, OR OTHERWISE SEALED,
CONSTRUCTION SHALL CONFORM TO ALL LOCAL. STATE, AND FEDERAL CODES AND REGULATIONS.
FINISH MATERIALS TO BE SELECTED BY OWNER/CONTRACTOR
DO NOT SCALE DRAWINGS
e = FOOTINGS DESIGNED FOR 2000 PSF BEARING EXTENDING 4 MINIMUM OF 42 INCHES BELOW FINISH
GRADE.
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR VERIFICATION OF SAFE SOIL BEARING, BASEMENT. CRAWL SPACE, AND FOOTING DESIGN ASSUMES PARTIALLY SATURATED SOIL TO FULL WALL DEPTH. F SATURATED SOM, CONDITIONS ARE FOUND, A LICENSED ENGINEER SHOULD IMMEDIATELY REVIEW AND REVISE LAYOUT AS REQUIRED.
e = POSITIVE DRAINAGE SHALL BE PROVIDED SO THAT FINISHED GRADE SLOPES AWAY FROM
PERIMETER WALLS AND FOOTINGS, PROVIDE 1/2" EXPANSION JOINT BETWEEN BASEMENT SLABS AND MASONRY WALLS. MASONRY SPECIFICATIONS ASTM O90, GRADE N-1, Fm=|350 PSI
« MORTAR SPECIFICATIONS ASTM C270, TYPES ® GROUT SPECIFICATIONS ASTM C476. Pe=2000 PSI © = STEEL SPECIFICATIONS
STRUCTURAL STEEL ASTM A-36, Fy=36 KSI
REINFORCING STEEL ASTM A-615, Pys40 KSI
WIRE MESH ASTM A- 185, 6x6 10/10 WWM REINFORCING BOLTS ASTM A-307, Fy=33 KSi
* WOOD CONSTRUCTION
FRAMING LUMBER HEM.-FIR #7 Fo= 1150 PS] E=1.400,000 PS! SHEATHING - EXTERIOR GRADE APA RATED MICROLAMS AND GANGLAMS Fb=2800 PSI E=2,000,000 PS?
® ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH THE AITIC TIMBER
CONSTRUCTION STANDARDS LATEST EDITION. EACK LUMBER PIECE SHALL. HAVE A GRADE STAMP OF AN AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE, GRADE LOSS RESULTING FROM THE EFFECTS OF WEATHERING. HANDLING. STORAGE, RESAWING, OR DIVIDING LENGTHS WILL BE CAUSE FOR REJECTION.
BUILDER ASSUMES FULL RESPONSIBILITY FOR MAINTAINING THE STRUCTURAL INTEGRITY OF JOISTS, BEAMS, OR STUDS WHICH ARE NOTCHES OR DRILLED TO ACCOMMODATE MECHANICAL. ‘OR ELECTRICAL LINES.
PROVIDE METAL BRIDGING OR Ix3 WOOD BRIDGING AT MIDSPAN OF FLOOR JOISTS.
TRIPLE STUDS AT JAMBS UNDER BEAMS WITH SPANS GREATER THAN 6 (3° BEARING), DOUBLE. STUDS UNDER ALL OTHERS UNLESS OTHERWISE NOTED.
ALL HEADERS TO BE (2) 2x8 MIN. UNLESS OTHERWISE NOTED.
SHEATHING TO LAY WITH FACE GRAIN PERPENDICULAR TO SUPPORT. MINIMUM 2 SPAN CONTINUOUS WITH STAGGERED JOINTS. CONSTRUCTION ADHESIVE AT EACH FLOOR JOIST.
ALL FRAMED CONNECTIONS SHALL BE MADE WITH AWC NDS APPROVED CONNECTIONS ON EACH SIDE AND/OR WOOD CONNECTORS BY SIMPSON OR EQ. WITH CURRENT AWC NDS APPROVAL. FOR NAILING LAYOUT SEE IRC TABLES R602.3(1-4),
TRUSS DESIGN AND ENGINEERING BY MANUFACTURER. SEE MANUFACTURER FOR TRUSS SPECIFICATIONS AND DETAILS.
SMOKE ALARMS SHALL 8€ INSTALLED, PER CODE REQUIREMENTS, [N ALL. SLEEPING ROOMS. OUTSIDE EACH SLEEPING AREA, AND ON EACH STORY OF THE DWELLING, INCLUDING THE BASEMENT OR CRAWL SPACE AREA,
ALL EMERGENCY ESCAPE AND RESCUE GPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SF..A MINIMUM NET CLEAR HEIGHT OF 24”, AND A MINIMUM NET CLEAR WIDTH OF 20°
DECK ADDITION TO TIBERIO RESIDENCE 528 LAKE ROAD WEBSTER N.Y. 14580
A.1- TITLE SHEET
A.2- SITE PLAN
A.3- FOUNDATION//FIRST FLOOR PLAN
A.4- ELEVATIONS
ART OF ARCRITECTURE
4006 BOYATOA ROAD. WALWORTH, AD’. 14568 ortofarchitecture@yahoo.com (585) 690-6280
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE SUPERVISION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY.
ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO FIX HIS OR HER SEAL AND THE NOTATION “ ALTERED BY" FOLLOWED BY HIS OF HER SIGNATURE AND A SPECIFIC DESCRIPTION OF THE ALTERATIONS.
THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN" ARCHITECTURAL WORK™ UNDER SEC. 102 OF THE COPYRIGHT ACT, 17.5.0. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS OR WORK REPRESENTED HEREIN, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR MONETARY COMPENSATION TO ANN K. HANSEN, R.A.
DECK Sen TIBERIO RESIDENCE 528 LAKE ROAD
WEBSTER, N.Y. 14580 TITLE SHEET
PROJECT NUMBER:
5725/24
AH
AH
—
A.1
SIDE SETBACK 20' REQ'D
PROPOSED FUTURE LANDSCAPE
FRONT SETBACK 85'REQ’D _--—
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REAR SETBACK 60' REQ'D a ee oe
32'-9he"
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43'-0%"
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PROPOSED DECK 510 S.F.
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——SSSS=_====
EXISTING HOUSE
TO REMAIN
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FIRST FLOOR PLAN
SIDE SETBACK 20' REQ'D
ART OF ARCRITECTURE
4066 BOYATOA ROAD. WALWORTH, AX. 14568 artofarchitecture@yahoo.com (585) 690-6280
ITIS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE SUPERVISION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY.
ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO FLX HIS OR HER SEAL AND THE NOTATION ” ALTERED BY” FOLLOWED BY HIS OF HER SIGNATURE AND A SPECIFIC DESCRIPTION OF THE ALTERATIONS.
THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN” ARCHITECTURAL WORK" UNDER SEC, 102 OF THE COPYRIGHT ACT, 17.5.0. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS OR WORK REPRESENTED HEREIN, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING
DECK ADDITION TIBERIO RESIDENCE 528 LAKE ROAD
WEBSTER, N.Y. 14580 SITE PLAN 1/16" = 1'-0"
PROJECT NUMBER:
525/24
AH
AH
FILENAME:
A.2
32’-9% 5”
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PROPOSED DECK ABOVE- 510 S.F.
38'—34"
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20'-1%6"
EXISTING HOUSE | ee TO REMAIN
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PROPOSED DECK 510 S.F. |
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EXISTING HOUSE TO REMAIN
38'-3%”
22'-4%"
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FIRSTFLOOR PLAN EV | S\w
ART OF ARKCRAITECTURE
4066 BOYATOA ROAD. WALWORTH, A”, 14568 artofarchitecture@yahoo.com (585) 690-6280
ITIS A VIGLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE SUPERVISION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY.
ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO FIX HIS OR HER SEAL AND THE NOTATION " ALTERED BY" FOLLOWED BY HIS OF HER SIGNATURE AND A SPECIFIC DESCRIPTION OF THE ALTERATIONS.
THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN “ ARCHITECTURAL WORK" UNDER SEC, 102 OF THE COPYRIGHT ACT, 17 U.S.0. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS OR WORK REPRESENTED HEREIN, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING SEIZED
TIBERIO RESIDENCE 528 LAKE ROAD
WEBSTER, N.Y. 14580 FOUNDATION/FIRST FLOOR PLANS
Ye" = 10"
25/24
AH
AH
FILENAME.
A.3
SOUTH ELEVATION
NORTH ELEVATION
ART OF ARCHITECTURE
4066 BOYATOA ROAD. WALWORTR, AY. 14568 artofarchitecture@yahoo.com (585) 690-6280
ITIS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE SUPERVISION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY.
ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO FEX HIS OR HER SEAL AND THE NOTATION " ALTERED BY" FOLLOWED BY HiS OF HER SIGNATURE AND A SPECIFIC DESCRIPTION OF THE ALTERATIONS.
THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN” ARCHITECTURAL WORK” UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS OR WORK REPRESENTED HEREIN, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR MONETARY COMFENSATION TO ANN K.HANSEN, RA.
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TIBERIO RESIDENCE 528 LAKE ROAD
WEBSTER, N.Y. 14580 EXTERIOR ELEVATIONS
PROJECT NUMBER:
5/25/24
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