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2009-387 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 ERVIr I F IGATE OF OCCUPANCY Permit Number: P20090387 Date Issued: Friday, September 14, 2412 This is to certify that work requested to be done as shown by Permit Number P20090387 has been completed. Location: 488 SHERMAN Ave Tax Map Number: 523400-308-008-0001-007-000-0000 Owner: BERNARD TRAYHAN Applicant: BERNARD TRAYHAN This structure may be occupied as a: Garage Attached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property W owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090387 Application Number. A20090387 Tax Map No: 523400-308-008-0001-007-000-0000 Permission is hereby granted to: BERNARD TRAYHAN For property located at: 488 SHERMAN Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BERNARD TRAYHAN Garage Attached $10,000.00 488 SHERMAN Ave Total value $10,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-387 528 sq ft attached garage $52.80 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 04,2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o ueensKu rf-, ptember 04,2009 SIGNED BY �. ��'' r� for the Town of Queensbury. Director of Building&Code Enforcement ...................r._. ...._.._r._r_.....r_._s.e._.._._.._.__.___.__.._._........+ ......__. + /•_ + + + OFFICE USE ONLY �+ + TAX MAP NO. PERMIT NO. / r ; FEES: FERMI . +S�DRECREATION ENGINEERING ` (If applicable) ( y, (gyp l + ........................................................i ''-C PRINCIPAL STRUCTURE• APPLICATION FOR ZONING APPROVAL & BU A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: (0 E OWNER: ADDRESS: t-5-1 � 5• ADDRESS: 8$ S�,er�r � � �lq✓ PHONE NOS. ) q-�5_-W-fj -- 7' ��'� PHONE NOS. c'7 rA CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: o?- �4 LOCATION OF PROPERTY: �g ��r► ,.� HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES lK NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p o F- LL APPLY TO YOUR ZO F- LO p a a U w PROJECT F- p O� F: O = = a. � W LL - u. u- = tQ- O U Z Q Q ui � � N (n 0LL O� W CLm06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL GARAGE(1 ::q ATTACHED'2&,' ) OTHER IF COMMERCIAL OR INDUSTRIAL-NAMEEQ OF BUSINESS: ESTIMATED CONSTRUCTION COST-' V f�►0 FUEL TYPE: IJCAT-rvnr. _ B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? k) 0 ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete state me nt/d escri ptio n of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: ; BUILDING & CODES APPROVAL ZONING APPROVAL ' DATE - DATE QUESTIONS? CALL 761-8256 OR EMAIL codesCaD-gueensburv.net Office Use Only „�,�,,,,.,..,�.,...�_- Foundation Inspection Report Office No.(518)761-8256 Date Inspection req ed 1 � Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . NAME: �V j \ A l\.1 P T#: LOCATION: N SPECT ON: TYPE OF STRUCTURE: Comments Y N NA fbotings, Piers onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacivill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM T � Foundation Inspection Report Office No.(518)761-8256 Date Inspection iv : —7/ 7 , Queensbury Building&Code Enforcement Arrive:L,:J re4 pm Depart: � z 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial 11 1 /3 ✓� P T#: c� `' - 37 LOCATION: G\ Pr n,4 "M ,✓ - PECT ON: TYPE OF STRUCTURE: COMMOM Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. oundation/Wallpour Reinforcement in Place `\ Footing Dowels or Keyway in place r Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\lnspection Forms\Foundatlon Inspection Report-doc Last printed 12/20/2005 9:24:00 AM ow Foundation Inspection Report Office No.(518)761-8256 DateM!E iv Queensbury Building&Code Enforcement Arriv art: am/ 742 Bay Rd.,Queensbury,NY 12804 InspeNAME: t� LOCATION: EINSPECT ON: CA TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes FormABuilding&Codesunspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection a ived: _ Queensbury Building&Code Enforcement Arrive: :t>(� - art: am 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initi NAME: R P T#: (� — LOCATION: SPECT ON: q— Z1^ TYPE OF STRUCTURE: Co meab Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place g Dowels or Keyway in place ow Foun on aterproo Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 for wet areas under slab AIM V . Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Fonms\Building&Codes\lnspettlon Forms\Foundatlon Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio ed: Queensbury Building&Code Enforcement Arrive: ' p Depart: I.J.-C) �. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: - / f'J NAME: ' P RMIT#: LOCATION: SPECT ON: MO V TYPE OF STRUCTURE: Con}ments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ove footing 6 mi poly Jbr wet areas under slab � acicfill al Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspectio eport Office No. (518)761-8256 Date Inspection request received: Qteensbury Building&Code Enforcement Arrive: am/ rt: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: 4 NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Framing COMMENTS: Attic Access 22" x 30" minimum Jadc Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses or less on center Ice and water s ' id 24 inches from wall i fabon 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiidirrg&Codes Forms-OLDIMIdi►g&Codesgnspec bon FonnsT aminV Firestopping inspection Report.doc Rwi sed January 7,2008 Queensbury Building & Code Enfor e t-Resldenti`al final Ins otian pe � v No. (518)761-8256 Arrive: am/p Depart: l//� . am/pm Date Inspection request received: Inspector's initials: NAME: _FrX -Vik—, L111— PERMIT A Z-3?7 LOCATION: DATE: TYPE OF STRUCTURE: gommen ft lr 4° Building Number Address ' le from roadt Chimney Hei ht/"B"VentiDirect Vent Location Fresh Air Intake 3 Inch Plumbing Vent through roof minimum 6 inches G�► �` j� Roof C /Exterior Finish Cam e Platform at aN exterior doors Handrail 4 or more rigs Guards at stairs decks ios more than 30 inches above grade Guard at stairwell at 34 inches or more /Q Guard at deck rches 36 Inches or more l i Handrail Termination at Newell Post or Wall tnterior/Exterior Rallin s 34 inches to 38 Inches Deck Bracing/Handicapp9d Ramp Compliant r Grade awav from foundation 6'inches with 10 feet 8 inch clearance to sill plate Gas Valve shut-off ire ulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safety Iamb /Window in stairwells Wfety glazing Interior Smoke Detectors/Carlton Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bette bac ku : Attic access 30 inches x 22 inches x 30 inches i in accessible area Craw!Spaces 18 inch x 24 inch access 1 sq.ft.-150 N.ft.vents Bathroom Fans if no window' Plumbing-fixtures Foundation insulation/Insulation Certification Floor truss draft stopping finished basement 1,000 sq.ft. Emergency earen below grade Gas Furnace shut-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operatiEM, Low water shut-off boiler _ Valves installed/Most Trap/Water Terrip 110 Enclosed Stairs Sheetrock Underside minimum Gypsum Basement stairs closed rise>4 inches Gago Floor Pitched Garage fire roofi I%hour Fire door/door closer Duct work Sealed oroptq Gas Logs in Sealed or Gas Enclosure Final Electrical Final Survey Plot Plan Are Fault Breaker in Bedrooms Flax Gas Pipe Bondi As Built System/Sewer 22g. Inspection Sticker Site Plan /Variance Tguired Flood Plain Certification if r uired Okay to issue C/C or C 10 1 Temporary/Permanent L%Building&Codes FormMBuilding&Codesltnspec Lion FormsWesidentiai Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 8126/08 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart. C_!_ am/pm Date Inspection request received: Inspector's Initials: -� NAME: _ 7 �R��i _ _ PERMIT#: Z LOCATION: t DATE: TYPE OF STRUCTURE: *44"1,9Z E IL Comments- Yes No NIA 4" Building Number Address visible from road Chimney Height I"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Extedor Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off eVosed/regulator 18 inches above grade Interior privacy/trim/doors_/main entrance 36 inches Bathroom/Kitchen watertight Safe glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area. Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft:150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed propedy/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within fine of site Oil Furnace shut-off at entrance to furnace area FurnaoeMot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Gara a Floor Pitched Gara a fireproofing/%hour fire door/door doser Gas Logs in Sealed or Glass Enclosure Final Electrical; Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. ins coon Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 f Temporary/Permanent UBudding&Codes Forms\Building&Codesllnspection FonnsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6126/08;Revised 12/22/10,Revised 04/13/11 July 19, 2009 - -- Morehouse Residence Collura Architecture Queensbury, NY 15 Fourth St. Glens Falls, NY 12801 Ph. 518 792 6855 Specifications Manual: 1. The G.C., G.C. forces and sub-contractors shall maintain Min. Limits of Insurance throughout the contract term for liability, builders risk and building loss and other insurance as required. Confirm with Owner as part of bidding procedure. Furnish copies of policies to the Owner prior to work commencement. 2. All work shall be completed in a neat, workmanlike manner in conformance with the Contract Documents and applicable codes; in conformance with manufacturers specifications and recommendations, and to the satisfaction of the Owner. The G.C. shall warranty all work for the period of time as required by law. 3. The G.C. shall furnish manufacturers warranty information to the Owner for all major work items and materials. All work shall be plumb, level and square unless otherwise required by design, for drainage or per manuf. spec. 4. Work at variance with the Contract Documents, and not authorized, shall be considered non-conforming, and the Architect's seal will not extend to such work. it is a violation of NYS Law for any person to modify, or not comply with, the requirements of the Contfact Documents prepared by a licensed Architect or Professional Engineer. 5. All work shall comply with the New York State Building Code and Energy Code and any documented local codes having jurisdiction. The G.C. and Owner shall confirm and verify all building setbacks prior to construction. All Plumbing and Heating work shall comply with the NYS Building Code and NYS Board of Health. All Electrical work shall comply with NYS Building Code, The NYS Board of Fire Underwriters and the N.E.C. 6. The Contract Documents include all Drawing and Specifications Manual dated July 19, 2009 and any addenda issued. Page 1 of 10 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY 7. DESIGN DATA: DESIGN LOADS: A. ROOF LIVE LOAD (SNOW): GROUND SNOW LOAD: 85 PSF (OR PER BUILDING DEPT.) B. FLOOR LIVE LOAD: n/a FLOOR DEAD LOAD: n/a C. WIND LOADS EXPOSURE: B BASIC WIND SPEED: 90 PSF D. PRESUMPTIVE SOIL BEARING PRESSURE: 3000 PSF E. CONCRETE STRENGTH: 1. FOOTINGS AND FOUNDATION WALLS: fc(28 DAY STRENGTH)4000 PSI SLUMP: 3 TO 5 INCHES AIR ENTRAINMENT: 4 TO 6 PERCENT 2. BASEMENT WALLS, RETAINING WALLS fc (28 DAY STRENGTH) 4000 PSI SLUMP: 4 INCHES MAXIMUM AIR ENTRAINMENT: 4 TO 6 PERCENT 3. INTERIOR SLAB-ON-GRADE: fc(28 DAY STRENGTH) 3500 PSI SLUMP: 4 INCHES MAXIMUM NON-AIR ENTRAINED 8. STEEL REINFORCING: A. ASTM A615; GRADE 40 9. STRUCTURAL STEEL: A. STEEL PLATES, BARS AND ANGLES:ASTM A36 B. STEEL C-SHAPES: ASTM A36 C. STEEL W-SHAPES:ASTM A992 D. HIGH STRENGTH BOLTS: ASTM A325 OR A490, TYPE 1, PLAIN. E. WELD ELECTRODES: E70 AND IN ACCORDANCE WITH AWS. 10. WOOD FRAMING: A. ROOF RAFTERS: SPRUCE-PINE-FIR, NUMBER 2 OR BETTER. B. TJI: AS MANUF. BY TRUSJOIST/MACMILLAN. C. WOOD STUDS; SPRUCE-PINE-FIR, STUD GRADE. D. WOOD COLUMNS: SOUTHERN PINE, NUMBER 1 OR BETTER E. MICROLAM: LVL, 1.9E 11. FOUNDATION: PREPARATION: A. SOIL BEARING PRESSURE: 1. FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 3000 PSF. Page 2 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY B. SOIL BEARING SURFACES: 1. BEAR ALL FOOTINGS ON FIRM UNDISTURBED EARTH. 2. FOOTINGS SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 3. PREVIOUSLY ACCEPTED SOIL BEARING SURFACES WHICH HAVE BECOME SATURATED, FROZEN OR UNSTABLE SHALL BE REVIEWED BY A GEOTECHNICAL ENGINEER. 12. CONCRETE: A. FOOTINGS: 1. FOOTINGS SHALL BE CENTERED UNDER WALLS, PIERS OR COLUMNS UNLESS NOTED OTHERWISE. 2. FOOTING STEPS SHALL BE CAST MONOLITHICALLY AND REINFORCING SHALL BE CONTINUOUS THROUGH STEPS. B. WALLS: 1. VERIFY MECHANICAL OPENING SIZES AND LOCATIONS. 2. BACKFILL BASEMENT WALLS AFTER SETTING FLOOR FRAMING JOISTS. DO NOT BACKFILL WALL UNTIL MINIMUM WALL STRENGTH OF 80 PERCENT fc HAS BEEN ATTAINED. BACKFILL FROST WALLS EVENLY EACH FACE. 3. NO HOLES OR OPENINGS ARE PERMITTED THROUGH CONCRETE WALLS EXCEPT AS FOLLOWS: • WHERE SHOWN AND AS DETAILED ON DRAWINGS. • MISCELLANEOUS HOLES THROUGH WALLS WHICH DO NOT DISPLACE MORE THAN ONE BAR (THESE DO NOT REQUIRE ADDITIONAL REINFORCEMENT) C. SLABS: 1.VERIFY EXACT LOCATIONS OF DEPRESSED SLABS. D. STEEL REINFORCING: 1. REINFORCE ALL CONCRETE FOOTINGS,WALLS AND SLABS. REINFORCING SHOWN APPLIES TO ALL SIMILAR CONDITIONS, UNLESS INDICATED OTHERWISE. 2. PROVIDE CORNER BARS IN FOOTINGS. MATCH CONTINUOUS REINFORCING SIZE AND NUMBER. LAP CORNER BARS 2 FEET WITH CONTINUOUS REINFORCING. 3. TRANSVERSE REINFORCING SHALL BE PLACED WHERE SHOWN AT BOTTOM FACE OF CONTINUOUS FOOTINGS. 4. LAP FOOTING REINFORCING AND HORIZONTAL WALL REINFORCING 24 BAR DIAMETER AT SPLICES. Page 3 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY 5. PROVIDE DOWELS WHERE CONCRETE WALLS AND PIERS MEET FOOTINGS. MATCH VERTICAL REINFORCING SIZE AND SPACING U.N.O. DOWELS SHALL EXTEND TO 3 INCHES OF BOTTOM FACE OF FOOTING AND SHALL TERMINATE WITH AN A.C.f. STANDARD 90 DEGREE HOOK. LAP DOWELS 30 BAR DIAMETERS WITH VERTICAL REINFORCING U.N.O. 6. AT CONCRETE WALL CORNER INTERSECTIONS: PROVIDE CORNER BARS AT OUTER FACE. MATCH HORIZONTAL REINFORCING SIZE AND SPACING. LAP CORNER BARS 2 FEET WITH HORIZONTAL REINFORCING. AT CONCRETE WALL T-INTERSECTIONS: PROVIDE CORNER BARS AT EACH FACE OF INTERSECTING WALL TO OUTER FACE OF THROUGH WALL. 7. CONCRETE COVER FOR REINFORCING (UNLESS DETAILED OTHERWISE): FOOTINGS POURED AGAINST EARTH: 3 INCHES. SURFACES EXPOSED TO WEATHER OR EARTH: BARS LARGER THAN#5:2 INCHES. #5 BARS OR SMALLER: 1 Y2 INCHES. 8. PROVIDE TWO #5 EACH SIDE OF OPENINGS (12 INCHES OR OVER) IN WALLS, 4 FEET LONGER THAN OPENING, UNLESS NOTED OTHERWISE ON DRAWINGS. 9. PROVIDE TWO#4 x 4'LONG DIAGONAL BARS AT ALL INSIDE CORNERS AT ALL OPENINGS (12 INCHES OR OVER) IN CONCRETE WALLS. E. ADDITIONAL CONCRETE AND FOUNDATION NOTES: 1. PROVIDE 3/4 CHAMFER AT EXPOSED CORNERS. 2. PROVIDE WATERSTOPS IN BELOW-GRADE WALL JOINTS IN BASEMENT AREA AND WHERE INDICATED . 3. ALL KEYS SHALL BE 2 INCHES BY 4 INCHES UNLESS NOTED OTHERWISE ON DRAWINGS. CAST CONCRETE SLOPED SURFACES BEGINNING AT LOWEST ELEVATION AND CONTINUING MONOLITHICALLY TOWARD HIGHER ELEVATIONS UNTIL INTENDED POUR IS COMPLETED. 13. COLUMNS: A. COLUMN BASE: 1. PROVIDE A Y INCH LEVELING PLATE, SAME SIZE AS BASE PLATE; 3/ INCH GROUT AND FOUR 3! INCH DIAMETER BY V-3"LONG PLUS 3 INCH HOOK ANCHOR BOLTS FOR ALL COLUMNS. 2. COAT BELOW-SLAB-ON-GRADE COLUMN BASES AND ANCHOR BOLTS WITH COAL TAR EPDXY BEFORE CONCRETING, B. CAP PLATES: 1. PROVIDE COLUMNS WITH 3/ INCH CAP PLATES UNLESS DETAILED OTHERWISE. Page 4 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY 14. WOOD FRAMING: A. ACCURATELY CUT AND SOLIDLY FASTEN MEMBERS TO PROVIDE LEVEL, PLUMB AND RIGID WORK. B. NAILING: 1. COMPLY WITH"RECOMMENDED NAILING SCHEDULE"FROM THE NEW YORK STATE BUILDING CODES. 2. SHEATHING: 10d COMMON NAILS 6 INCHES ON CENTER ALONG PANEL ENDS, 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 3. MULTIPLE-PIECE BEAMS: GLUE-NAIL EACH PLY TOGETHER WITH THREE ROWS OF 16d NAILS AT 12 INCHES ON CENTER - (STAGGERED). LOCATE ROWS OF NAILING 2 INCHES FROM TOP AND BOTTOM FACES AND AT MID-DEPTH OF BEAM. IN ADDITION, BOLT THREE-PLY BEAMS 16" DEEP OR GREATER WITH 2 ROWS OF INCH DIAMETER BOLTS AT 24 INCHES ON CENTER (STAGGERED), LOCATE ROWS AT 1/3 BEAM DEPTH. C. PLYWOOD PRODUCTS: 1. COMPLY WITH APPLICABLE RECOMMENDATIONS FROM APA, DESIGN/CONTRUCTION GUIDE-RESIDENTIAL AND COMMERCIAL. 2. ROOF SHEATHING: INSTALL WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. LOCATE END JOINTS AT CENTER OF SUPPORTS - (STAGGERED). D. PRESSURE TREATED LUMBER: 1. ALL WEATHER-EXPOSED WOOD. 2. ALL WOOD WHICH IS IN CONTACT WITH WATER, SOIL OR CONCRETE. 3. ALL WOOD FRAMING MEMBERS DIRECTLY ABOVE SOIL WHERE THE BOTTOM IS 18 INCHES OR LESS ABOVE SOIL. 4. USE SIMPSON ZMAX C185 HOT DIPPED GALVANIZED CONNECTORS AND HOT DIPPED GALVINIZED NAILS AND BOLTS FOR CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD. 5. DO NOT USE ALZA TREATED WOOD. E. STUD WALL PLATES: 1. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES, 1 1/2 INCHES THICK BY THE WIDTH OF THE STUDS UNLESS NOTED OTHERWISE. INTERLOCK AT CORNERS AND INTERIOR WALLS. 2. STAGGER TOP PLATE SPLICES, SPLICE ONLY AT STUD LOCATIONS. F. SILL PLATE ANCHOR BOLTS: 1. '/2 INCH BOLTS AT 6 FEET MAXIMUM O.C. / 12" MAX. FROM EACH END. 2. TWO ANCHOR BOLTS MINIMUM IN EACH SILL PIECE. 3. EMBED BOLTS 10 INCHES MINIMUM IN CAST-IN-PLACE CONCRETE. G. STUD WALL BEAM BEARING: 1. PROVIDE BUILT-UP STUD COLUMNS IN ALL LOCATIONS UNLESS NOTED OTHERWISE. 2. COLUMN WIDTH: SAME WIDTH AS BEAM. MINIMUM BEARING LENGTH: 3 '/2INCHES. Page 5 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY H. SOLID BLOCKING: 1. RAFTERS/FLOOR JOISTS: INSTALL LATERALLY AT ENDS AND AT EACH SUPPORT EXCEPT WHERE THE ENDS ARE ANCHORED TO A HEADER, BAND JOIST, RIM JOIST OR ADJOINING STUD. 2. STUD WALLS: INSTALL IN A CONTINUOUS HORIZONTAL ROW AT WALL MID-HEIGHT. L HEADERS: 1. UTILIZE LUMBER FREE FROM CHECKS, SHAKES OR END SPLITS. 2. UTILIZE CONTINUOUS PLYWOOD FILLERS OR SPACER BLOCKS AS REQUIRED FOR HEADER TO MATCH WALL WIDTH, LOCATE SPACER BLOCKS AT EACH END AND AT MID-SPAN OF HEADER. J. BOLTED CONNECTIONS- 1. THRU-BOLTING-DRILL HOLES 1/16 INCH DIAMETER LARGER THAN CORRESPONDING THRU-BOLT DIAMETER. 2. LAG BOLTING-UNDERSIZE DRILL HOLES FOR LAG BOLTING AS REQUIRED FOR FULL THREAD ENGAGEMENT. 3 . PROVIDE WASHERS TO PREVENT BOLT HEADS AND NUTS FROM COMING IN CONTACT WITH WOOD. K. NOTCHES AND HOLES: 1. DO NOT NOTCH WOOD FRAMING MEMBERS 1N THE MIDDLE THIRD OF A SPAN. DO NOT NOTCH THE BOTTOM OF A MEMBER. NOTCH DEPTHS SHALL NOT EXCEED 1/6 OF THE MEMBER DEPTH UNLESS ACCEPTED BY THE ENGINEER. OVERCUTS ARE NOT PERMITTED. 2. PROVIDE 2 INCHES CLEAR FROM TOP OR BOTTOM OF JOISTS TO HOLES. HOLE DIAMETER SHALL NOT EXCEED 113 OF THE DEPTH OF THE MEMBER. ENGINEER TO REVIEW BORE HOLE LOCATIONS BEFORE DRILLING. L. WOOD-PRESERVATIVE-TREATED MATERIALS: 1. PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C2 (LUMBER). 2. KILN-DRY MATERIAL AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 3. WOOD TREATED WITH AMMONIA CARRIERS, INCLUDING ALZA,ARE NOT PERMITTED. M. FASTENERS: 1. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER, INCLUDING BOLTS AND NAILS: PROVIDE HOT- DIPPED GALVANIZED (HDG) FINISH PER ASTM A123 UNLESS MORE RESTRICTIVE MATERIAL IS RECOMMENDED BY THE PRESERVATIVE TREATMENT MANUFACTURER. PROVIDE STAINLESS STEEL SCREWS FOR DECKING. DO NOT USE ZINC PLATED OR OTHER TYPES OF COATED FASTENERS. 2. METAL FRAMING ANCHORS IN CONTACT WITH PRESERVATIVE TREATED WOOD: PROVIDE SIMPSON ZMAX HOT-DIPPED GALVANIZED FINISH, G185 (HDG)PER ASTM A653, UNLESS MORE RESTRICTIVE MATERIAL IS RECOMMENDED BY THE PRESERVATIVE TREATMENT MANUFACTURER. Page 6 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY 15. TJI FRAMING: A. INSTALL FULL LENGTH, MULTIPLE-SPAN TJI JOISTS AS SHOWN ON THE SHOP DRAWINGS. B. CONCENTRATED LOADS AND BEARING LOCATIONS: 1. JOIST BEARING AT JOIST ENDS: 1 3/ INCHES MIN. 2. JOIST BEARING AT INTERMEDIATE SUPPORTS: 3 Y2INCHES MIN. 3. PROVIDE WEB STIFFENERS AS RECOMMENDED BY THE MANUFACTURER. C. SOLID BLOCKING: 1. PROVIDE CONTINUOUS TJi JOIST BLOCKING OR TJI RIM JOISTS BETWEEN TJI JOISTS AT ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS. D. ERECTION BRACING: 1. PROVICE BRACING AS REQUIRED (IN ADDITION TO SOLID BLOCKING) TO KEEP THE TJI JOISTS STRAIGHT AND PLUMB PRIOR TO INSTALLATION OF FLOOR SHEATHING. E. NOTCHES AND HOLES: 1. DO NOT CUT OR NOTCH FLANGES. 2. 1 '/2 INCH DIAMETER MAXIMUM HOLES TO BE BORED AT PERFORATED WEB KNOCKOUT LOCATIONS ONLY. Page 7 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY 16. Gypsum Board : U.S. Gypsum Corp; 5/8" thickness, Type X or Firecode C. Provide Gypsum Bd. where indicated. Stagger joints of multiple layer applications and attach per manuf. recommendations and per code. Provide tape and min. 1 coat spackle all exposed joints. 17. Roofing: A. Asphalt shingles; 40 year; Owens Corning or equal. Match existing color. Provide over 15# roofing felt or ice and water shield as indicated. Provide metal drip edge at roof perimeter. 18. Windows and Doors: A. Manufacturer, Style and size as selected by Owner. Attachments: Bidders shall incorporate attached requirements. A. NYS Code; Table R602.3(1) Fastener Schedule; pgs. 102 & 103 19.Abbreviations (Drawings and Specifications) A.B. —Anchor Bolts A.F.F. —Above Finish Floor ASPH. -Asphalt B.F.G. — Below Finish Grade B/O — Bottom Of BD. - Board BLK'G. — Blocking BM. — Beam BOTT. — Bottom BRNG. — Bearing B.T. — Bathtub C.O. — Clean out C.O.D.P. — Clean out Deck Plate CL. — Closet CLNG. - Ceiling CMU — Concrete Masonry Unit (Concrete Block) COL. — Column COMB. — Combustible/s CONC. / C. — Concrete CONST. - Construction CONTIN. — Continuous / continue Page 8 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY CW— Cold Water D.B. — Distribution Box DBL. — Double DN. - Down DR. — Door D/W - Dishwasher DWG. — Drawing E.F. — Each Face E.W. — Each Way EA. — Each ELEV. / EL. — Elevation EXIST. / EX. - Existing EXP. - Exposure EXTER. — Exterior F.D. — Floor Drain F.G. - Fiberglass FIN. FL./ F.F. — Finish Floor FL. JST. — Floor Joist FND. — Foundation FTNG. — Footing F.V. — Field Verify (BY G. C. and/or Owner) G.C. — General Contractor GALV. - Galvanized GYP. BD. — Gypsum Board HW— Hot Water HVAC — Heating, Ventilation and Air-Conditioning HR - Handrail HANG. — Hanger (Joist/beam) HDR. — Header I.E. — Invert Elevation (Elevation at bottom inside diameter of pipe I sleeve) INSUL. — Insulation/Insulated INTER. — Interior JST. — Joist LLV— Long Leg Vertical LVL — Laminated Veneer Lumber LAV. — Lavatory M.E. — Mechanical Equipment M.L. - Micro-Lam (Beam) M.O. — Masonry opening M.R. — Moisture Resistant M/W— Micro wave oven MIN. — Minimum N.F.H.B. — Non-Frost Hose Bib Page 9 Morehouse Residence Collura Architecture Queensbury NY Glens Falls NY N.I.G. — Not in Contract (Work by others) N.T.S. — Not to Scale O.C. / OC — On center O.H. - Overhead P.T. — Pressure Treated PL - Plate PANL'G. — Paneling PERF. — Perforated PERIM. — Perimeter Q.T. — Quarry Tile R- Riser R.O. — Rough Opening REINF./ R. — Reinforced/Reinforcing SAN. / S. - Sanitary S.D. — Smoke Detector S4S — Surface four Sides SHWR. - Shower SQ. — Square S. S. — Slop Sink ST'L. — Steel (S) — Stationary (Window) T & B —Top and Bottom T & G — Tongue and Groove T.I.G. — Tempered Insulated Glass T/O —Top Of THK. — Thick/thickness THRU -Through TYP. — Typical U.N.O. — Unless noted otherwise U.P. — Utility Pole V. — Vent V.T.R. —Vent thru Roof V.B. —Vapor Barrier VERT. —Vertical W. - Waste W.C. —Water Closet (Toilet) W/ - With WD. —Wood WF —Wide Flange (steel beam) WWM —Welded Wire Mesh Page 10 a TABLE R602.3(1) WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS FASTENERa,b,c,d SPACING OF FASTENERS Joist to sill or girder,toe nail 3-8d — 1"x 6"subfloor or less to each joist,face nail 2-8d J 2 staples, 13/4 — 2"subtloor to joist or girder,blind and face nail 2-16d — Sole plate to joist or blocking,face nail 16d 16"ox, Top or sole plate to stud,end nail 2-16d — Stud to sole plate,toe nail 3-8d or 2-16d — Double studs,face nail 10d 24"o.c. Double top plates,face nail 10d 24"ox. Sole plate to joist or blocking at braced wall panels 3-16d 16"o.c. Double top plates,minimum 48-inch offset of end joints,face nail in 8-16d — lapped area Blocking between joists or rafters to top plate,toe nail 3-8d — Rim joist to top plate,toe nail 8d 6"ox. Top plates,laps at corners and intersections,face nail 2-10d — Built-up header,two pieces with t/-)"spacer 16d 16"o.c.along each edge Continued header,two pieces 16d 16"o.c.along each edge Ceiling joists to plate,toe nail 3-8d — Continuous header to stud,toe nail 4-8d — Ceiling joist,laps over partitions,face nail 3-10d — Ceiling joist to parallel rafters,face nail 3-10d — Rafter to plate,toe nail 2-16d — 1" brace to each stud and plate,face nail 2-8d — 2 staples, 13/4 — 1"x 6"sheathing to each bearing,face nail 2-8d — 2 staples,13/4 — 1"x 8"sheathing to each bearing,face nail 2-8d — 3 staples, 13/4 — Wider than 1"x 8"sheathing to each bearing,face nail 3-8d — 4 staples, 13/4 — Built-up corner studs 10d 24"o.c. Nail each layer as follows: Built-up girders and beams,2-inch lumber layers 10d 32"o.c.at top and bottom and staggered.Two nails at ends and at each splice. 2"planks 2-16d At each bearing Roof rafters to ridge,valley or hip rafters: toe nail 4-16d — face nail 3-16d — Rafter ties to rafters,face 3-8d — Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing 5/16-1/2 6d common nail(subfloor,wall) 8d common nail(roof)f 6 12� l`J/32-1 8d common nail 6 129 t I/g-1 l/4 10d common nail or 8d deformed 6 12 nail (continued) 102 RESIDENTIAL CODE OF NEW YORK STATE WALL CONSTRUCTION TABLE R602.3(1) TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING SPACING OF FASTENERS MATERIALS DESCRIPTION OF FASTENERb,c,d.a Edges(inches)' Intermediate supports°-B(inches) Other wall sheathingh 16"regular cellulosic 11/2 galvanized roofing nail 6d 3 6 fiberboard sheathing common nail staple 16 ga., I l/2 long 1/2 structural cellulosic fiberboard 11/2 galvanized roofing nail 8d 3 6 sheathing common nail staple 16 ga., 1IA long 25/32 structural cellulosic fiberboard 13/4 galvanized roofing nail 8d sheathing common nail staple 16 ga., 13/4 long 3 6 11/2 galvanized roofing nail; 1/2 gypsum sheathing 6d common nail;staple galvanized, 4 8 11/2 long; 11/4 screws,Type W or S 13/4 galvanized roofing nail; 5/8 gypsum sheathing 8d common nail;staple galvanized, 4 8 15/8 long; 15/8 screws,Type W or S Wood structural panels,combination subfioor underlayment to framing 3/4 and less 6d deformed nail or 8d common nail 6 12 7/8-1 8d common nail or 8d deformed nail 6 12 11/8 11/4 10d common nail or 8d deformed 6 12 nail For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. a.All nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as follows:80 ksi(551 Mpa)for shank diameter of 0.192"(20d common nail),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger than 0.177",and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall pe applied vertically. e.Spacing of fasteners not included in this table shall be based on Table R6023(1). f, For regions having basic wind speed of 110 mph or greater,8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. g.For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes.Floor and roof perimeter shall be supported by framing members or solid blocking. RESIDENTIAL CODE OF NEW YORK STATE 103 C.ontmuyitu Development Office ?1 l ,> Torun oFQucensbury • 742 Bay Prl. Queeushury, New York •12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE ........w p 3 ' z m , n. l/ r LJLJ ,,.. m . _ \\l SIDE PROPERTY LINE FT