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2014-578 TOWN OF QUEENSBURY ^w 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140578 Date Issued: Tuesday, July 14, 2015 This is to certify that work requested to be done as shown by Permit Number P20140578 has been completed. Tax Map Number: 523400-315-006-0001-037-000-0000 Location: 3 FOUNDERS Way Owner: CYNTHIA& MICHAEL SUPRENANT Applicant: CYNTHIA L MORRIS This structure may be occupied as a: Shed / Storage Sheds By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (DJ property owner of the responsibility for compliance with Site Plan, �d Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board 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: P20140578 Application Number: A20140578 Tax Map No: 523400-315-006-0001-037-000-0000 Permission is hereby granted to: CYNTHIA L MORRIS For property located at: 3 FOUNDERS Way 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: CYNTHIA& MICHAEL SUPRENAr 3 FOUNDERS Way Shed/Storage Sheds $25,000.00 QUEENSBURY NY 12804-0000 Total Value $25,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-578 SHED 608 sq.ft. $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 24,2015 (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 Town Quee bu in a A ' •tuber 24, 2014 SIGNED BY \ for the Town of Queensbury. Director of Building& Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 10/22/14 Tax Map ID / `� TAX MAP ID 315,6-1-37 NatiPPermitrmfttg,Neo. " 5 Iv e ZONING MDR Rec Fee �J HISTORIC SITE Yes At No Approvals SUBDIVISION NAME Bedford Close Lot# APPLICANT Cifone Const. Co. Inc. OWNER Cynthia Morris 5upernant ADDRESS PO Box 684 ADDRESS 3 Founders Way Glens Falls , NY 12801 Queensbury , NY 12804 PHONE 792-9242 PHONE 743-1884 CONTRACTOR Cifone Const. Co. Inc. COST OF CONSTRUCTION(ESTIMATED): $ $25,000 ADDRESS: PO Box 684 BUILDING ADDRESS: 3 Founders Way Glens Falls, NY 12801 PHONE: 792-9242 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Matt Cifone PHONE 3 61-06 26 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1S floor sq. ft. 2id floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars ) Dock Pole Barn Porch-open **Porch—3 season, Covered, Enclosed Shed 608 sqft 16' Other Accessory Structure(s) **Considered floor area&must comply with FAR(floor area ratio) requirements if located in the WR zone DECLARATION: 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 & complete statement description 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: Print Name: Matt Cifone Date: 10/22/14 Signature: 1�1\ Date: l0!az]VI 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 Queensbury Building & Code Enforcement - Residential Final Inspection 2-l; Office No. (518) 761-8256 Arrive: am/pm De•art: i /pm Date Inspection request received: A` 1 15 Inspector's Initials: i. ,_� NAME: Ve_ 1,1k- PERMIT#: �. .`�J b LOCATION: 3RuogLCvS Yy DATE: '} Cts TYPE OF STRUCTURE: SheA Comments: Yes NoN/A 4" Building Number Address visible from road ek 11(0-1-c b Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent throiAgh roof minimum 18 inches Roof Complete/Exterior Finish Complete 1/7 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/Exterior 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 exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety 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 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s) installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding • As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Fomis\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Town of Queensbury Building&Code Enforcement 1\,re—C) Office No.(518)761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received: k� Ick Name: Ve-1^aYt" Inspected on: Ac3 Location: kAN .YS ti { Arrive: L7 a.m. / p.m. 0.1\AV) Permit No.: " � Inspector's Initials: Type of Structu -: S r•y COMMENTS Y N NA Plumbing under slab Le)Y'0 ii b " k Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes lir Insulation/Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) 2 C Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report Town of Queensbury Building & Code Enforcement '* ) Office No. (518) 761-8256 1 -3 Framing I Firestopping Inspection Report (?..b-ta,(61 ArkeANSes-s/t5(2:). Inspection request received: le 12-61I 20AI,S Name: rcXant Inspected on: la Location: v uInacilrs Arrive: . a. ./p.m. Permit No.: 1Z -rJ Inspector's Initials grAlr,P TYPE OF STRUCTURE: SA Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers b • +e b Truss Specification Provided 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 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Jr Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing /Firestopping Inspection Report Town of Queensbury Building & Code Enforcement 10 Office No. (518) 761-8256 l�3 Framing / Firestopping Inspection Report Inspection request received: (Q \ <5 Name: Ma)/ G Inspected on: t.Q\t`1 5 Location: �J RuAndK,vs WCi c Arrive: r a.m.!p.m. Permit No.: - c-D }E> Inspector's Initials: - Irlita TYPE OF STRUCTURE: SY1 r.:17 N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Aor - 1-0(0 b Jack Studs/Headers Truss Specification Provided ) 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 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report Foundation Inspection Report Office No.(518)761-8256 Date Ins. .. 'on 8=_ • -st r-cc' ed: Queensbury Building&Code Enforcement Arrive: '''� v•• I:part: am/,m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: NAME: NN‘ ,-V- )i PERMIT#: \ 1-V-- -TJ ( _ LOCATION: -2-, F�rN , , 1,\I 1INSPECT ON: \--A -25A -;1-) TYPE OF STRUCTURE: 3 \ J�\D L� Comment Y N WA. Footings ç) ( Piers Monolithic Slab Reinforcement in Place / The contractor is responsible for , t 17� 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 F ting Drain Stone: 12 inch width , 6 inches above footing / Jo6 mil poly for wet areas under slab ,�, Backfill Approval Plumbing Under Slab �f ` L L' ' C/Cast/Copper Foundation Insulation riorY, R- \--L> - ` rt.7 ��`'� V Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM a 8-l� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 41--2P \i 5 Queensbury Building&Code Enforcement Arrive: am/pm Depa . a n/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r NAME: MOY YLS PERMIT#: LOCATION: ,Zj UV-1 drZ , 1. INSPECT ON: 26. 21315 TYPE OF STRUCTURE: S Comments >> N N/A 213 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 f 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- 10 Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No. (518)761-8256 Date InFEction reque," - 1• ,i:. �� Queensbury Building&Code Enforcement Arrive: �V a �. . I epart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-. tv� ` L NAME: „U R c V ( IT#: 11--, -,5 Ig LOCATION: 3 RQL0 ERI) V_LB 1 INSPECT ON: 14—Z14— VT TYPE OF STRUCTURE: Comments 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. fMaterials 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 2-1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque, = -iv- • 'l7 1'5 Queensbury Building&Code Enforcement Arrive: Y5'p a . r i epart: am/pm � 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: t NAME: MOVY\..S P RMIT#: LOCATION: `R)uArlGLe.)(s INSPECT ON: Zt 5 TYPE OF STRUCTURE: Comments OJA�> 321 -02-3 N N/A SV 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. 6r Foundation/Wallpour Reinforcement in Place � !- 4 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 `P/ 13 J Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 122 I 15 Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. ' NAME: y-Y AS PERMIT#: 111'- b LOCATION: 3 `CCOU. S Oaf INSPECT ON: Li125}2016 TYPE OF STRUCTURE: S Comments Y / N N/A `J 1\ U 2-3 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 , l 1//,/ ..-- �. Footing Dowels or Keyway in place :OP V Foundation Dampproofing V\17/ 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:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 FOUNDATION NOTES .. 8. ALL FOOTING AND FOUNDATION CONCRETE REINFORCEMENT STEEL SHALL BE DEFORMED BAR CONFORMING TO ASTM A15, GRADE 60. A MINIMUM OF 3" CLEAR FROM BOTTOM OF FOOTING AND 2" CLEAR COVER AT ALL OTHER LOCATIONS IS REQUIRED FOR ALL REINFORCEMENT PLACEMENTS. 9. CONCRETE FORMS FOR FOUNDATION WALLS SHALL NOT BE REMOVED FOR AT LEAST 3 DAYS FROM THE DATE OF ITS POURING. PARTIAL VERTICAL LOADING OF NEW WALLS SHALL NOT OCCUR UNTIL AT LEAST 7 DAYS HAVE PASSED FROM THE DATE OF ITS POURING. LATERAL LOADS ON ANY FOUNDATION WALL, INCLUDING BACKFILL OF SOIL MATERIALS, SHALL NOT OCCUR UNTIL THE NEW FOUNDATION WALLS HAVE REACHED THEIR MAXIMUM 28 DAY COMPRESSIVE STRENGTH AND THE WALLS ARE LATERALLY TIED THROUGH THE COMPLETION OF THE BUILDING'S FIRST FLOOR FRAMING. 10. SUBBASE/DRAINAGE MATERIAL: A CRUSHED STONE OR GRAVEL AS DEFINED IN SECTION 703-02 OF THE NYSDOT STANDARD SPECIFICATIONS, HAVING NO PARTICLES LARGER THAN 1 1/2" AND NO MORE THAN 1% PASSING THE #200 SIEVE. 11. ALL REBAR SPLICES SHALL BE IN CONFORMANCE WITH ACI STANDARDS. 12. COORDINATE FOUNDATION WATERPROOFING REQUIREMENTS, FOOTING & ROOF EAVE DRAINAGE WITH SITE CONDITIONS AND SITE ENGINEERING DRAWINGS. 1. CONCRETE FOR ALL SLABS (INTERIOR & EXTERIOR) SHALL HAVE 1. FOUNDATION AND FOOTING SIZES VARY. REFER TO SECTIONS & A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. DETAILS FOR SPECIFICS. CONTINUOUS FOOTINGS SHALL HAVE A N0. 10 MINIMUM OF (2) #5 BARS, CONTINUOUS. UNLESS NOTED 2. ALL CONCRETE SHALL BE PLACED ON A MINIMUM OF 6" OTHERWISE ON THESE DRAWINGS. L B. SLAB CONSTRUCTION AND SAW CUT JOINTS SHALL BE PROVIDED SPECIFICATION 703-02; TYPE #2 CRUSHED STONE). BASE SHALL 2. COLD WEATHER CONSTRUCTION MEASURES AND STANDARDS OF NOT HAVE WATER ADDED PRIOR TO PLACEMENT OF CONCRETE. PRACTICE SHOULD BE FOLLOWED WHEN PLACING CONCRETE IN i k COLD WEATHER. 3. ON TOP OF THE SLAB SUB -BASE MATERIAL FOR INTERIOR 3. PROVIDE NECESSARY TEMPORARY DRAINAGE AND DEWATERING SLABS, A 10 MIL REINFORCED POLYETHYLENE VAPOR BARRIER TECHNIQUES TO KEEP SUBGRADES AND EXCAVATIONS FREE OF AND A 4" LAYER OF COMPACTED GRANULAR FILL (NYSDOT WATER AND PONDING THROUGHOUT CONSTRUCTION. STANDARD SPECIFICATION 304-2; TYPE #4) ALSO BE PROVIDED. 4. FOOTINGS ARE DESIGNED FOR AN ASSUMED SOIL BEARING VALUE OF 2,000 PSF. ALL BOTTOM OF FOOTING ELEVATIONS SHALL BE 4. ALL CONCRETE SLABS SHALL BE WET CURED FOR A MINIMUM OF AT LEAST 5'-0" BELOW FINISHED GRADE AT ANY LOCATION. (7) DAYSCURINGALLWITCURING S R APPROVEFORMED 5. REFER TO ARCHITECTURAL DRAWINGS FOR WINDOW AND DOOR D CT ACCORDANCE SHASTANDARDS. LOCATIONS. COORDINATE WITH OWNER REQUIRED FOUNDATION a CONTROL JOINT (SJ) PENETRATION LOCATIONS FOR MECHANICAL, PLUMBING AND 5. INTERIOR CONCRETE FLOOR FINISHES SHALL BE A TRUE, SMOOTH ELECTRICAL UTILITIES. TROWEL AND LEVEL SURFACE. THE GARAGE FLOOR SHALL BE 6. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS SHALL HAVE SMOOTH TROWEL AND SLOPED A MINIMUM 1/8" PER FOOT AS A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AND 4,000 INDICATED, PSI, RESPECTIVELY, AFTER 28 DAYS. 7. ALL CONCRETE FOR FOOTINGS AND FOUNDATION WALLS SHALL 6. ALL EXPOSED EXTERIOR PADS SHALL BE BROOM FINISHED AND HAVE A MAXIMUM OF 8.6 U.S. GALLONS OF WATER PER 94 LB SLOPED AWAY FROM THE BUILDING AT 1/8" VERTICAL TO 12" BAG OF PORTLAND CEMENT AND HAVE A SLUMP OF 4". IN HORIZONTAL. ADDITION, THE CONCRETE SHALL HAVE A MAXIMUM AGGREGATE ~ SIZE OF 1-1/2". .. 8. ALL FOOTING AND FOUNDATION CONCRETE REINFORCEMENT STEEL SHALL BE DEFORMED BAR CONFORMING TO ASTM A15, GRADE 60. A MINIMUM OF 3" CLEAR FROM BOTTOM OF FOOTING AND 2" CLEAR COVER AT ALL OTHER LOCATIONS IS REQUIRED FOR ALL REINFORCEMENT PLACEMENTS. 9. CONCRETE FORMS FOR FOUNDATION WALLS SHALL NOT BE REMOVED FOR AT LEAST 3 DAYS FROM THE DATE OF ITS POURING. PARTIAL VERTICAL LOADING OF NEW WALLS SHALL NOT OCCUR UNTIL AT LEAST 7 DAYS HAVE PASSED FROM THE DATE OF ITS POURING. LATERAL LOADS ON ANY FOUNDATION WALL, INCLUDING BACKFILL OF SOIL MATERIALS, SHALL NOT OCCUR UNTIL THE NEW FOUNDATION WALLS HAVE REACHED THEIR MAXIMUM 28 DAY COMPRESSIVE STRENGTH AND THE WALLS ARE LATERALLY TIED THROUGH THE COMPLETION OF THE BUILDING'S FIRST FLOOR FRAMING. 10. SUBBASE/DRAINAGE MATERIAL: A CRUSHED STONE OR GRAVEL AS DEFINED IN SECTION 703-02 OF THE NYSDOT STANDARD SPECIFICATIONS, HAVING NO PARTICLES LARGER THAN 1 1/2" AND NO MORE THAN 1% PASSING THE #200 SIEVE. 11. ALL REBAR SPLICES SHALL BE IN CONFORMANCE WITH ACI STANDARDS. 12. COORDINATE FOUNDATION WATERPROOFING REQUIREMENTS, FOOTING & ROOF EAVE DRAINAGE WITH SITE CONDITIONS AND SITE ENGINEERING DRAWINGS. 1. CONCRETE FOR ALL SLABS (INTERIOR & EXTERIOR) SHALL HAVE 7. COLD WEATHER CONSTRUCTION MEASURES AND STANDARDS OF A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. PRACTICE SHOULD BE FOLLOWED WHEN PLACING CONCRETE IN N0. 10 COLD WEATHER, 2. ALL CONCRETE SHALL BE PLACED ON A MINIMUM OF 6" O COMPACTED SELECT GRANULAR FILL (NYSDOT STANDARD B. SLAB CONSTRUCTION AND SAW CUT JOINTS SHALL BE PROVIDED SPECIFICATION 703-02; TYPE #2 CRUSHED STONE). BASE SHALL IN THE LOCATIONS SHOWN. TYPES OF JOINTS MAY BE NOT HAVE WATER ADDED PRIOR TO PLACEMENT OF CONCRETE. INTERCHANGED BASED ON CONSTRUCTION SEQUENCE USED. SAW i k CUT JOINTS SHALL BE CUT WITHIN REQUIRED TIME FRAMES. 3. ON TOP OF THE SLAB SUB -BASE MATERIAL FOR INTERIOR g, ALL SLABS SHALL BE 5" THICK (MIN.) WITH 6x6-W4.OxW4.0 SLABS, A 10 MIL REINFORCED POLYETHYLENE VAPOR BARRIER PRIOR TO SEALING. USE AND A 4" LAYER OF COMPACTED GRANULAR FILL (NYSDOT DEFORMED WIRE MESH (SHEET TYPE) CENTERED IN SLAB STANDARD SPECIFICATION 304-2; TYPE #4) ALSO BE PROVIDED. THICKNESS. PROVIDE SLAB HAUNCHES ON OR AGAINST NEIGHBORING WALLS AND FOOTINGS AS SHOWN ON THE 4. ALL CONCRETE SLABS SHALL BE WET CURED FOR A MINIMUM OF DRAWINGS. (7) DAYSCURINGALLWITCURING S R APPROVEFORMED 10. PROTECT CONCRETE FLOOR TO PREVENT DAMAGE, CHIPPING, ETC. D CT ACCORDANCE SHASTANDARDS. IN AREAS WHERE THE FLOOR FINISH IS TO REMAIN CONCRETE, a CONTROL JOINT (SJ) Al 5. INTERIOR CONCRETE FLOOR FINISHES SHALL BE A TRUE, SMOOTH 11. ALL CONCRETE FLOORS/SLABS BOTH INTERIOR AND EXTERIOR TROWEL AND LEVEL SURFACE. THE GARAGE FLOOR SHALL BE THAT ARE TO REMAIN UNFINISHED (NO STAIN OR PAINT) SHALL SMOOTH TROWEL AND SLOPED A MINIMUM 1/8" PER FOOT AS HAVE A MINIMUM OF (2) TWO COATS OF CONCRETE SEALER, INDICATED, SUCH AS,'KURE N SEAL' BY SONNEBORN OR EQUAL, PER MANUFACTURER'S RECOMMENDATIONS. 6. ALL EXPOSED EXTERIOR PADS SHALL BE BROOM FINISHED AND cV SLOPED AWAY FROM THE BUILDING AT 1/8" VERTICAL TO 12" N HORIZONTAL. ~ XX: EARTHWORK NOTES 1. 1. EARTHWORK V n n A. STRUCTURAL BACKFILL MATERIAL: UNDERCUT/BACKFILLED SUBGRADE MATERIAL SHALL BE A RUN BACKER ROD OF B� NK GRAVEL/SAND BLEND PLACED IN 12" MAX LIFTS. FILL SHALL BE J & SEALANT COMPACTED TO 95% OF MAX DRY DENSITY (ASTM D-1557). GRADATION OF a w 1/8" WIDE SAW CUT IMPORTED OR ON SITE MATERIAL AS FOLLOWS: En NOTE: -REFER TO NOTE 8 UNDER SLAB NOTES ABOVE SLAB 4 CONSTRUCTION JOINT (CJ) q� SCALE: 3/4" = 1'-0" CROSS REFERENCE:2/A1 (2) #4 x 3'-0" SLAB 5 CORNER REINFORCEMENT q� SCALE:1/2" = 1'-0" CROSS REFERENCE:2/A1 SIEVE X. NO. 4 100 N0. 10 100 O O NO. 40 90-100 NO. 100 NOTE: NO. 200 -0-15 i k -CLEAN ALL JOINTS N CONT. REINF. PRIOR TO SEALING. USE THRU JOINT A SELF LEVELING SEALANT, COLOR TO MATCH CONCRETE. -CUT EVERYOTHER WIRE IN MESH REINFORCEMENT AT _101] F �.P JOINT LOCATION SLAB SAWN/ a CONTROL JOINT (SJ) Al SCALE- 3/4m = 1'-0" CROSS REFERENCE:2/A1 z J a PRE -MOLDED KEY W cV N ~ XX: n O n n NOTE: -REFER TO NOTE 8 UNDER SLAB NOTES ABOVE SLAB 4 CONSTRUCTION JOINT (CJ) q� SCALE: 3/4" = 1'-0" CROSS REFERENCE:2/A1 (2) #4 x 3'-0" SLAB 5 CORNER REINFORCEMENT q� SCALE:1/2" = 1'-0" CROSS REFERENCE:2/A1 SIEVE R FINER WEIGHT NO. 4 100 N0. 10 100 N0, 20 100 NO. 40 90-100 NO. 100 30-40 NO. 200 -0-15 B. COMPACTION: 1. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY EQUIPMENT, AND NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. 2. PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES REQUIRED ELEVATIONS. PLACE BACKFILL AND FILL UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. 3. COMPACT THE TOP 12 INCHES BELOW SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL AND THE SUBBASE TO A MINIMUM OF 95 PERCENT MAXIMUM DRY DENSITY ACCORDING TO ASTM D1557. zl G I 2" o SLAB SHELF 1 81, FOUNDATION 1'-6" FOOTING 1 FOUNDATION PLA Al SCALE:1/4" 1'-0" CROSS REFERENCE:2/A1 4, 1 1 A3 ❑1 LOCATION OF APPROX. 4" DIA. PVC UTILITY ENTRANCE SLEEVE. ❑2 PROVIDE (2) DIAGONAL 3'-0" LONG #4 BAR AT CORNER LOCATIONS, CENTERED IN SLAB. LOCATE FIRST BAR 3" FROM I �k I' v, ��h� �i��9Ri � � r✓ � �ell �`V 10 1 � SII A ' � i k _101] F �.P I �k I' 10 VPI ROOF FRAMING PLAN NOTES 1. DESIGN ROOF LOADS: (MIN. L/360) 8. ANCHORAGE OF FABRICATED TRUSSES TO WOOD SILL PLATES TOP CHORD LL 20 PSF SHALL BE THROUGH TRUSS MANUFACTURER RECOMMENDED TOP CHORD UNIFORM SNOW LOAD 50 PSF SIMPSON STRONG -TIE CONNECTORS. SUFFICIENT ANCHORAGE FOR TOP CHORD DL 20 PSF EACH TRUSS SHALL BE PROVIDED TO ENSURE THAT THE TRUSS BOTTOM CHORD LL 10 PSF NON STORAGE AREA DOES NOT MOVE LATERALLY OR UPLIFT. TRUSSES SHALL BE 20 PSF ATTIC/STORAGE AREA DESIGNED TO ACCOMMODATE THE DESIGN LOADS SHOWN IN THE TRUSS LOAD DIAGRAM, AS WELL AS THE WIND LOADING BOTTOM CHORD DL 10 PSF DESIGNATED FOR THE PROJECT AREA. WIND SPEED 90 MPH 2. REFER TO TRUSS DIAGRAMS AS SUPPLIED BY TRUSS 9. TRUSSES SHALL BE HANDLED DURING FABRICATION, DELIVERY TO BE SUBJECTED TO MANUFACTURER FOR LOCATION OF CONTINUOUS TRUSS WEB AND AND AT THE JOB SITE SO AS NOT EXCESSIVE LATERAL BENDING, TRUSSES MUST BE SET AND CHORD BRACING. SECURED LEVEL AND PLUMB, AND IN THE CORRECT LOCATION. 3. ALL ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH TRUSS GIRDERS SHOULD BE PLACED IN LINE WITH AND DIRECTLY THE LATEST VERSION OF.THE ANSI/TPI1 CODE OR ANY OTHER ABOVE BUILT-UP WOODEN POSTS AS SHOWN ON THESE CODE DICTATING MORE STRINGENT REQUIREMENTS. CONSTRUCTION DOCUMENTS. 4. ALL TRUSS MEMBERS SHALL BE CONSTRUCTED FROM NEW 10. PROVIDE FURRING ON THE FINISHED SIDE OF THE BOTTOM ALL TRUSSES TO RECEIVE GYPSUM BOARD OR ANY MATERIALS ONLY. ALL METAL PLATES SHALL BE GALVANIZED OR CHORDS OF OTHER FINISH MATERIAL. ALL FURRING SHALL BE INSTALLED OF SUCH MATERIAL SO AS TO PREVENT CORROSION AND NOT PERPENDICULAR TO THE DIRECTION OF THE TRUSS. (AT OWNERS LESS THAN 20 GAUGE. OPTION) REFER TO BUILDING/WALL SECTIONS. 5. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE PROPOSED STUD WALLS, INTERIOR 11. THE CONTRACTOR IS TO PROVIDE AND INSTALL SHINGLES & BEARING CONDITIONS OF EXTERIOR WOOD UNDERLAYMENT PER SHINGLE MANUFACTURER & CODE STEEL BEAMS/COLUMNS, ETC. BEARING ENHANCERS MAY BE UTILIZED FOR NARROW BEARING AREAS AS LONG AS THEY DO REQUIREMENTS. NOT CREATE EXCESSIVE ECCENTRIC OR TORSION FORCES TO THE 12 REFER TO WALL SECTIONS FOR APPROXIMATE HEEL HEIGHT. SUPPORTING STRUCTURAL MEMBERS. 6. PROVIDE LATERAL BRACING OF TRUSSES DURING CONSTRUCTION 13. EVERY TRUSS IS TO HAVE AN HURRICANE ANCHOR, H1 AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL, INSTALLED TO PREVENT MOVEMENT, TOPPLING, DOMINO-ING AND DAMAGE. AT EACH END OF THE TRUSS. LATERAL BRACING SHALL BE PURSUED AS REQUIRED BY THE ANSI/TPI 1 CODE AND INSTALLED BEFORE PLACING 14. THE CONTRACTOR SHALL PROVIDE & INSTALL ALL MISC. 2x CONCENTRATED LOADS ATOP OF TRUSSES. BLOCKING, BRACING, ETC. AS REQUIRED TO COMPLETE ROOF 7. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS, SYSTEM SHOWN. PRODUCT DATA AND DESIGN CALCULATIONS SHOWING ALL SUPPORT REACTIONS FOR APPROVAL PRIOR TO FABRICATION. THE DOCUMENTS MUST BEAR A SEAL AND REGISTRATION NUMBER OF A DESIGN PROFESSIONAL LICENSED IN NEW YORK STATE. Y <. GENERAL NOTESo 1. THE CONTRACTOR IS TO CONFIRM THE WINDOW & DOOR 6. ALL PIPES, DUCTS, VENTS AND EXHAUST DUCTS GOING THRU MANUFACTURER, ROUGH OPENINGS, TYPES, SCREENS, COLORS, NON -CONDITIONED SPACE (ie. ATTICS) TO BE INSULATED. OPTIONS, HARDWARE, ETC. AS WELL AS LOCATIONS OF WINDOWS PENETRATIONS THRU ROOF TO EXTEND A MINIMUM OF 24" & DOORS PRIOR TO THE START OF CONSTRUCTION. ALL WINDOW ABOVE ROOF. COORDINATE COLOR OF ROOF PENETRATIONS WITH AND DOOR LETTER/NUMBER DESIGNATIONS REFER TO ANDERSEN ARCHITECT. RESIDENTIAL PRODUCTS. 2. EXTERIOR WALLS ARE TO BE FRAMED WITH 2x6 WOOD STUDS 16" O.C. , 3. INTERIOR WALLS MAY BE FRAMED WITH 2x4 WOOD STUDS ® 16" O.C., UNLESS NOTED OTHERWISE ON THE PLANS. 4. PROVIDE SOLID 2x FIREBLOCKING AT EACH FLOOR LEVEL IF NOT PROVIDED BY DOUBLE TOP PLATE AND AT 10'-0" O.C. MAXIMUM IN CONCEALED HORIZONTAL SPACES, INCLUDING FLOOR JOISTS. ..- PIPE, DUCT AND ELECTRICAL PENETRATIONS TO BE FIRE CAULKED, COLUMN LEGEND O 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN ® COLUMN LOCATION INDICATED BY SOLID SQUARE, COLUMNS ARE TO BE (3) BUILT UP 2x6's OR 2x4's DEPENDING ON WALL THICKNESS AND FULL HEIGHT. THESE POINT LOADS ARE TO BE CONTINUOUS FROM THE TOP OF THE FOUNDATION WALL OR BEAM TO THEIR UPPERMOST TERMINATION POINT. REFER TO DETAIL 3/A2 FLOOR JOISTS PARALLEL TO WALL 1 I i,i!Li FLOOR JOISTS PERPENDICULAR TO WALL (3) 2x WOOD POSTS DIRECTLY UNDER POINT LOAD 2x BLOCKING DIRECTLY UNDER WOOD POST ABOVE & INCLUDE WEB FILLER BLOCKING FLOOR JOIST RIM BOARD (3) 2x WOOD POSTS DIRECTLY UNDER POINT LOAD (3) 2x BLOCKING BETWEEN FLOOR JOISTS DIRECTLY UNDER WOOD POST ABOVE 2x WEB STIFFNER'S EACH SIDE OF JOIST, TYPICAL FOUNDATION WALL NOTE: SIZE OF 2x MEMBER (4" or 6") TO BE DETERMINED BY WALL THICKNESS. INTERIOR POINT LOADS TO BE SIMILAR IN CONSTRUCTION. 3 LOAD TRANSFER DIAGRAM pQ SCALE:NOT TO SCALE CROSS REFERENCE:FLOOR PLANS (UNLESS NOTED OTHERWISE) EXTERIOR SPANS LESS THAN 4'-6": WALLS HEADERS ARE TO BE (2) CONT. R 2x12's w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH END, SPANS GREATER THAN 4'-6": HEADERS ARE TO BE (2) CONT. 11 1/4" M.LAMS w/ 2" RIGID INSUL BETWEEN THEM WITH (2) JACKS AT EACH END. TERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS 2x8's IN 2x4 WALLS. MINIMUM OF 4" BEARING, TYPICAL, 114TERIOR HEADERS ARE TO BE (2) 2x6's WITH NON-BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2" AT CONTINUOUS SPAN SUPPORTS TOP. CHORD UNIFORM 50 PSF SNOW LOAD 50 PSF_ BOTTOM CHORD 12 ATTIC LIVE LOAD = 20 PSF 8 2'-0" 16'-0" 2'-0" NOTE: j1 UNBALANCED SNOW LOADS NEED NOT TO BE CONSIDERED FOR ROOF PITCHES GREATER THAN 7 ON 12 TRUSS LOAD DIAGRAM SCALE NTS CROSS REFERENCE:2/A2 NOTES 1 1 LOCATION OF BUILT UP WOOD POST A3 CONCEALED WITHIN THE WALL. REFER TO FRAMING PLANS AND DETAIL 3/A2. POST 32'-0" IS TO CONSIST OF (3) MEMBERS UNLESS ANOTHER NUMBER IS NOTED OTHERWISE IN — _ PARENTHESIS. LINE OF ROOF BUILT UP OVERHEAD GARAGE DOOR - ABOVE / HEADER. REFER TO BUILDING SECTION FOR SIZE &LOCATION. 1 UO �U, H D O uO wu r�H o U xz UCH Uc? zx� a: P4 wt¢�^ Z� ]O9< d r� OOF�c U H 0 O T m ZN O ter° 5 U y x � LL0 o i. N 0D0 0 N u V% rn 3 XCh 3 V m OD O� Cl - 0 v REO ARC �QN A. P,yp�/Ti * Y aF L3 Y 026330' y0 F OF NEF1 S` THIS SHALL" BE. CONSIDERED AN ` ORIGINAL STAMPED. PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF. THE NEW YORK STATE EDUCATION LAW ®2014 Z r J V W ci LL LAm 4c co 0r W � z LIJ 0CID W ® �_ mi th F um PROJECT NO: DATE 10/20/14 SCALE AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 2 of 3 DRAWING NO: A2 FLOOR PLAN &ROOF FRAM'G. p ARCHITECTURAL STYLE ASPHALT SHINGLES MIN. 50 YRS. X-5, COR -A -VENT RIDGE VENT VENT w/ STORM/WIND FLAP. 1 A3 NORim ELEVATION SCALE:1 //4" = 1'-0" CROSS REFERENCE:1/A1,1/A2 T.O. STUD. WALL A MINIMUM OF 24" HORIZ. BEYOND INTERIOR FACE OF EXT. WALL INSTALL UNDERLAYMENT TYPE PER EL STUD WALL ELEV. SHINGLE MANUFACTURER or ELEV. = 9= 9'-1 1/8" PROVIDE ICE AND WATER SHIELD ON ENTIRE ROOF m co ALUM. DRIP UNDER ICE T.O. WALL & WATER SHIELD In 10 WD. TRIM '100 1x8 WD. TRIM 1� SIMPSON HURRICANE (TRUSSin GUTTER AS REQ'D. /\ / xz uu T.O. STUD WALL T.O. SLABi ELEV. = W-1 1/8" �Q 1 a P� CEDAR T&G SOFFIT 0 1x4 WD. TRIM 4 COR—A—VENT STRIP T.O. SHELF. VENTING, CONT. aVF., 1x6 CONT. = WD, FRIEZE BOARD mU)m 00 TIE DOWN SERIES ON EACH HEADER, REFER TO = DWG. 2/A2 'ono 00 H 10 T.O. WALL 0 ® >1 m in 3 In3' 0 I , .a -`: T.O, WALL O B ELEV. = 0'-6" 4— %n v U d X LL V c o a N V EL5V. = 0 -6 " L� T.O. SLAB O.C. ALTERNATING S L 3 x 68 T.O, SLAB w v ELEV. = 0'-0" ��RED A&C pN A. pq0 (3) #5 CONT. REINF. BAR ATF n T.O. FOOTING ELEV. = 0'-0" ELEV. = —4'-6" F x #4 BARS ® 18" O.C., SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EXTERIOR LIGHTING AS -J = c° I T.0 SHELF 1'_6" 0 = T.O. SHELF IN WALL , rr,,n,c I Mocn Zq' SELECTED BY OWNER _ ELEV. _ -0 -6 " 0 ELEV. = -0'-6" ? ui in z x 1 z v wi uji o T.O. FOOTING L — r --------------------------------------- — L, O T.O; FOOTING ELEV. _ —4'-6" ELEV. _ —4'-6" Q C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J Z w NORim ELEVATION SCALE:1 //4" = 1'-0" CROSS REFERENCE:1/A1,1/A2 1 ARCHITECTURAL STYLE ASPHALT SHINGLES MIN. 50 YRS., ATTACH WITH ROOFING NAILS (NOT STAPLES) 1122 R1 `-5/8" TYPE Y GWB (AT OWNER'S OPTION) 0 d (D N ��SH 608 sq.ft. of 0 1 ° 0 I INSTALL ICE & WATER SHIELD A MINIMUM OF 24" HORIZ. BEYOND INTERIOR FACE OF EXT. WALL INSTALL UNDERLAYMENT TYPE PER SHINGLE MANUFACTURER or PROVIDE ICE AND WATER SHIELD ON ENTIRE ROOF m co ALUM. DRIP UNDER ICE T.O. WALL & WATER SHIELD In 10 WD. TRIM 1x8 WD. TRIM 1� SIMPSON HURRICANE (TRUSSin GUTTER AS REQ'D. /\ / xz uu T.O. STUD WALL T.O. SLABi ELEV. = W-1 1/8" �Q 1 a P� CEDAR T&G SOFFIT 0 1x4 WD. TRIM 4 COR—A—VENT STRIP T.O. SHELF. VENTING, CONT. aVF., 1x6 CONT. = WD, FRIEZE BOARD mU)m 1x WINDOW TRIM TIE DOWN SERIES ON EACH HEADER, REFER TO = DWG. 2/A2 'ono O J H 10 1 ARCHITECTURAL STYLE ASPHALT SHINGLES MIN. 50 YRS., ATTACH WITH ROOFING NAILS (NOT STAPLES) 1122 R1 `-5/8" TYPE Y GWB (AT OWNER'S OPTION) 0 d (D N ��SH 608 sq.ft. of 0 1 ° 0 I BUILDING SECTION A3 SCALE: 1/2" = 1'-0" CROSS REFERENCE: 1/A1,1/A2 X-5, COR -A -VENT RIDGE VENT VENT w/ STORM/WIND FLAP, (FOR USE w/ ASPHALT SHINGLES) 3 WEST ELEVAT A3 SCALE: 1 /,4" — 1'-0" CROSS f�EFERENCE:1/A1,1/A2 JT. FRIEZE BRD. \-12" R-38 KRAFT FACED FIBERGLASS INSULATION, �(AT OWNER'S OPTION) 1/2" METAL RESILIENT 'CHANNELS 0 24" O.C. PERPENDICULAR TO THE BOTTOM TRUSS CHORD (AT OWNER'S OPTION) BUILDING INSULATION— (AT OWNER'S OPTION) 5/8" DIA. ANCHOR ROD — 12" LONG ® 6'-0" O.C, & 1'-0" FROM CORNERS, MIN. CONT. 2x6 PT. WOOD ---\ SILL w/ SILL SEAL 5" CONC. SLAB w/ 6x6--\ W4.OxW4.0 MESH 2" RIGID INSUL. (XPS)— EXTRUDED POLYSTYRENE HIGHLOAD 40, R-10 w/ TAPED JOINTS 4" GRANULAR FILL, SPEC. 304-2, TYPE #4 10 MIL REINF. VAPOR—j BARRIER or INSUL—TARP 6" GRANULAR FILL TYPE #2 (SPEC 703-02) SUB GRADE V NOTES: 1. THE CONTRACTOR IS TO PROVIDE & INSTALL WINDOW FLASHING SYSTEMS (FLASHING TAPE) AS MANUFACTURED BY DUPONT. INSTALL PER j MANUFACTURER'S INSTRUCTIONS. NO EXCEPTIONS. t Y ray "; _ PROP—A—VENT " AS /IF REQ'D. 4e co \ } m co T.O. WALL In o" I ELEV. = 0'-6" SIMPSON HURRICANE (TRUSSin xz uu I T.O. SLABi 41 �Q 1 a P� ELEV. = 0'-0' 0 'H' 4 T.O. SHELF. aVF., - = ELEV. _ -0'-6" mU)m TIE DOWN SERIES ON EACH x O J H 10 0 ® >1 m in 3 In3' 0 I , .a -`: . O B �t 4— %n v U d X LL V c o a N V #4 DOWELS ® 18" L� ON v o r� m00 O.C. ALTERNATING S L v ��RED A&C pN A. pq0 (3) #5 CONT. REINF. BAR ATF n T.O. FOOTING a o ELEV. = —4'-6" 10 F OF NEW #4 BARS ® 18" O.C., SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK HORIZ. & VERT. WALL REINF. 1'_6" CENTERED IN WALL , rr,,n,c I Mocn BUILDING SECTION A3 SCALE: 1/2" = 1'-0" CROSS REFERENCE: 1/A1,1/A2 X-5, COR -A -VENT RIDGE VENT VENT w/ STORM/WIND FLAP, (FOR USE w/ ASPHALT SHINGLES) 3 WEST ELEVAT A3 SCALE: 1 /,4" — 1'-0" CROSS f�EFERENCE:1/A1,1/A2 JT. FRIEZE BRD. \-12" R-38 KRAFT FACED FIBERGLASS INSULATION, �(AT OWNER'S OPTION) 1/2" METAL RESILIENT 'CHANNELS 0 24" O.C. PERPENDICULAR TO THE BOTTOM TRUSS CHORD (AT OWNER'S OPTION) BUILDING INSULATION— (AT OWNER'S OPTION) 5/8" DIA. ANCHOR ROD — 12" LONG ® 6'-0" O.C, & 1'-0" FROM CORNERS, MIN. CONT. 2x6 PT. WOOD ---\ SILL w/ SILL SEAL 5" CONC. SLAB w/ 6x6--\ W4.OxW4.0 MESH 2" RIGID INSUL. (XPS)— EXTRUDED POLYSTYRENE HIGHLOAD 40, R-10 w/ TAPED JOINTS 4" GRANULAR FILL, SPEC. 304-2, TYPE #4 10 MIL REINF. VAPOR—j BARRIER or INSUL—TARP 6" GRANULAR FILL TYPE #2 (SPEC 703-02) SUB GRADE V NOTES: 1. THE CONTRACTOR IS TO PROVIDE & INSTALL WINDOW FLASHING SYSTEMS (FLASHING TAPE) AS MANUFACTURED BY DUPONT. INSTALL PER j MANUFACTURER'S INSTRUCTIONS. NO EXCEPTIONS. t Y ray "; _ PROP—A—VENT " AS /IF REQ'D. 4e } 0 o u In SIMPSON HURRICANE (TRUSSin xz uu I 41 �Q 1 a P� x W 0 'H' wQ� F =0 fis aVF., P. mU)m TIE DOWN SERIES ON EACH U H 10 0 ® >1 m TRUSS, TYP. NO EXCEPTIONS. In3' V ZN , .a -`: i O LL. ° B 4— %n v U d X LL V c o N V °O00 N rn s X 3 3 ON v o r� m00 S L v ��RED A&C pN A. pq0 ATF n u, F' ,�tie4 L_a Qr �9T 026330.% 10 F OF NEW THIS SHALLBE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW 0 2014 I Zq' 0 ui x v wi uji pm ,,s , W O J Q C N Z w r .. i W >a ~ Z auj vi = x1 #„I .;y +'''•f@,.± m W J A, It I I.,'Ig-'i1,iIIN-'$,i q. yt CONT. 2x O.HANG SUB -FASCIA WALL CONSTRUCTION -CEDAR CLAP BOARD SIDING -'HOME SLICKER' DRAINAGE SYSTEM (AT OWNERS OPTION) -HOUSE WRAP -7/16" ZIP -WALL EXT. SHEATHING -2x6 STUDS ® 16" O.C. -R-21 BATT INSUL. UNFAC D or R-21 SPRAYED IN CELLULOSE INSUL. -'MEMBRAIN' VAPOR RETARTR BY CERTAINTEED or 6 MIL POLY VAPOR BARRIE -1/2" OSS INSIDE WALLS CEDAR DRIP CAP COPPER FLASH'G. 1x6 WD. TRIM SELECT CEDAR 2x PT. BLOCK'G l -SLOPE GRADE AWAY 10 FROM BUILDING PER 40'5MIN. SLOPE SHOWN in ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF THE SHED SLAB, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR'jIN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, j{ A ^N SI 0 o u In ?wH m xz uu I z � 41 �Q 1 a P� x W 0 wQ� F =0 fis aVF., P. mU)m U H 10 0 ® >1 m V ZN O LL. ° B 4— %n v U d X LL V c o N V °O00 N rn s X 3 3 ON v o r� m00 S L v ��RED A&C pN A. pq0 ATF n u, F' ,�tie4 L_a Qr �9T 026330.% 10 F OF NEW THIS SHALLBE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW 0 2014 I Zq' 0 ui x v wi uji pm ,,s , W Q C N Z w r 0 >a ~ Z auj vi = x1 #„I .;y +'''•f@,.± m W J A, bF'r I I.,'Ig-'i1,iIIN-'$,i q. yt V . 114 tIi�i PROJECT NO: DATE : 10/20/14 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 3 of 3 DRAWING NO: A3 BUILDING SECT. & ELEV. ky, In :i. b j f q F, 1` w •' `' � . 1 ,� 3REVISED 11/06/14 BUILDING PERMIT SUBMISSION r fix},Are W.v BUILDING PERMIT SUBMISSION 10/22/14 f AAA PROGRESS SUBMISSION 10/20/14 in iL 1 x R `zN6.1 REVISION/SUBMISSION DATE 0 o u ?wH m xz uu z � �Q a P� x W 0 wQ� F =0 aVF., P. mU)m U H 10 0 ® >1 m V ZN O LL. ° B 4— %n v U d X LL V c o N V °O00 N rn s X 3 3 ON v o r� m00 S L v ��RED A&C pN A. pq0 ATF n u, F' ,�tie4 L_a Qr �9T 026330.% 10 F OF NEW THIS SHALLBE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW 0 2014 I Zq' 0 ui x v wi uji pm ,,s , W Q C N Z w r 0 >a ~ Z auj vi = ' W m W J V . F tIi�i PROJECT NO: DATE : 10/20/14 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 3 of 3 DRAWING NO: A3 BUILDING SECT. & ELEV. BEDFORD CLOSE SECTION 5 LOT 119 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804.5902 Mp f222 I' F MAP REFERENCES: MAP OF SECTION 5 BEDFORD CLOSE DATED JUNE 20, 1985 A BY COULTER & McCORMACK O MAP OF SECTION 6 BEDFORD CLOSE CIRF DATED MARCH 29, 1989 BY COULTER & MCCORMACK MAP OF A SURVEY OF SEPARATE PARCELS TO EE CONVEYED TO NORTHERN HOMES, INC. AND TO KATHY NAATZ DATED JUNE 4, 1985 BY COULTER & MCCORMACK `i LEGENDCo IPF =IRON PIPE FOUND N IRF = IRON ROD FOUND ,r CIRF = CAPPED IRON ROD FOUND ' ®� CIRS =CAPPED IRON ROD SET/TO BE SET � p' ® = CATCH BASIN % of cB k v" = FIRE HYDRANT ry �# O h HOA PARCEL ry° 315.6-1-36 zit T' BEDFORD CLOSE SECTION 5 LOT 119 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804.5902 Mp f222 I' F I 24R _ LOT 162 PROPOSED 19' X 32' SHED v+o 339.18,' S 81-10,00 W s BEDFORD CLOSE SECTION 6 4;. LOT 169 A � O I 24R _ LOT 162 PROPOSED 19' X 32' SHED v+o 339.18,' S 81-10,00 W s BEDFORD CLOSE SECTION 6 4;. LOT 169