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2005-921 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050921 Date Issued: Thursday, September 07, 2006 This is to certify that work requested to be done as shown by Permit Number P20050921 has been completed. Tax Map Number. 523400-308-014-0001-030-000-0000 Location: 11 AMETHYST Dr Owner. JAMES HICKS Applicant: JAMES HICKS This structure maybe occupied as a: Residential Addition By Oder of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 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: P20050921 Application Number: A20050921 Tax Map No: 523400-308-014-0001-030-000-0000 Permission is hereby granted to: JAWS HICKS For property located at: 11 AMETHYST Dr 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: JAMES HICKS NOELLE STEVENS Residential Addition $19,469.00 Total Value $19,469.00 11 AMETHYST Dr QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-921 279 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, December 29, 2006 (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 T "o uee rY es y,December 28, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement .-i-i i i-i---i i i i ii------ Community Development Office ; own of Queensbury • 742 Bay Road - Queensbury, New York •12804 ; 1 Marilyn Ryba, Executive Director• David Hatin, Director of-Building&Codes Craig Brown, Zoning Administrator ; � I WINDOW SCHEDULE - JOB SITE/ADDRESS: S l eV G►1 S - C i` me 7�c Us7` DATE: /2 - z Z-65 OWNER: lVo P Ll? s t LUeg s APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING WIDTH IN IN INSTRUCTIONS ON PLAN / SIZE INCHES INCHES �e f Zcjsf- 3�Y ��y7« zrl .o �o.� aLi _ 2 �2 C !tit¢�c, a�4'73 4!JD 3iy (.(1!0 3/y 66 ,f& f7.O ZLI Z �- •— ,33 i hec-v► -�rti, aFs b� Z�l�! ! 1 l� R- zi 37 DOM �k iti tz 1"7,77 Z 7 3 Z � N Community Development Office ; own of Queensbury • 742 Bay Road - Queensbury, New York -12804 ; Marilyn Ryba, Executive Director■ David Hatin, Director of Building&Codes Craig Brown,Zoning Administrator ; 01 �.____.__r______________. BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS HT REQUIRED ACTUAL SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN ACTUAL FOOTAGE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET SQUARE FOOOTA OF ROOM AREA SQUARE FOOTAGE EGRESS Door a-7 sF ,ay L,, t -7 .-765 775 QUESTIONS? CALL 761-8256 OR EMAIL codes(@gueensburV.net 1 VISIT OUR WEBSITE FOR MORE INFORMATION www.guensburV.net h Cotimimnity Developfzient Office E E I E Town of Queensbury• 742 Bay Road • Queensbury, New York •12804 Marilyn Ryba,Executive Director•David Hatin, Director of Building&Codes NOV 3 0 2005 Craig Brown,Zoning Administrator TOWN OF QUEENSBURY PRINCIPAL STRUCTURE: BUILDING AND CODE HOW TO SUBMIT AN APPLICATION FOR ZONING APPROVAL &BUILDING PERMIT Please include the following documentation with the submission of a completed APPLICATION FOR BUILDING& ZONING PERMIT: 1. TWO PLOT PLANS—Drawn to scale with the use of a survey map if possible ■ Indicate proposed structure, showing setback dimensions from all surveyed property lines ■ Show location of all existing structures on the property ■ Show location of water supply(well or water lines) ■ Show location and configuration of septic disposal system or sewer line 2. TWO SETS OF STRUCTURAL DRAWINGS—to include: ■ Floor Plan ■ Foundation Plan ■ Cross Sections ■ Elevations ■ Window and Door Schedule ■ Building Permit Calculation Sheet for Natural Light,Ventilation & Emergency Egress ----------------------------_--------------------------------___________-_______, i NOTE: Applications for COMMERCIAL STRUCTURES must include design loads for the following: ; FLOOR■ SNOW LOAD■WIND LOAD ■ SEISMIC DESIGN ; fREOU':REC)AF ER!ANUAW 1,2003) i 3. REGISTERED ARCHITECT OR ENGINEERS STAMP (signed&sealed)under the following circumstances: ■ Residential addition with construction costs over$20,000 ■ Single-family dwelling 1,500 sq.ft. or greater ■ Any commercial construction A! TWO COPIES OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (signed&stamped) Contact:www.energycodes.gov for a downloadable version of these programs and compliance documents 5. FIREPLACE AMOR WOODSTOVE SOLID FUEL BURNING APPLICATION 6. SEPTIC DISPOSAL PERMIT APPLICATION QUESTIONS? CALL 761-8266 OR EMAIL 7� ELECTRICAL INSPECTION AGENCY codes(ftueensburv.net ��l/// . (certified by the Town of Queensbury) VISIT OUR WEBSITE FOR MORE INFORMATION 8. DRIVEWAY PERMIT (if applicable) www.ciuensburv.net All Applications are subject to Zoning Administrator, Code Compliance, and Structural plan review. Approval of your application could be subject to a variety of reviews, including but not limited to: Zoning Board of Appeals: Area, Use or Sign Variance application Planning Board: Site Plan Review, Subdivision Review Town Board: Septic Variance review by the Town Board of Health. ---------------------- ------------------- _-_--- r___-.-.____-._---- % iICE USE ONLY �' RECE� p TAX MAP NO. 0 , PERMIT NO. i 9 FEES: PER I CREATION ENGINEERING i NOV 3 0� 2005 (If applicable) ; ----------___ _________________________ --- -____c TC)VVMOFQUHNSBUR ' BUILDING AND CODE PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: LAICI LVD CaV(J OWNER: -s tv"(5 (�{ ADDRESS: `Z� j jgt L(me C4 - ADDRESS: It' f�►N2.��s�� PHONE NOS. SIC- 1C�S's`►�(7 PHONES NOS._ CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:. L If Getz PHONE: f)-'3r Q LOCATION OF PROPERTY: t 9 iA,iFLr,,S� SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR O ui o U- PROJECT p ¢ O O � " w O O M: W J LL 2 O�Z z Q Q �fn N° OLL d2d1 SINGLE FAMILY 7 331- 15 S� 1 C" W . f TWO-FAMILY MULTI-FAMILY(NO.� TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER s - Town of Queensbui�y • Community Development Office • 742 Bay Road, Queensbury, INY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: �, Ll LG ,0" Please complete a separate Application for"Fuel Burning Appliances&Chimneys' HOW MANY FIREPLACE(S) C7 AND/OR WOODSTOVES(S): available in our office ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 4V IS THIS A HISTORIC SITE?_ &D PROPOSED USE OF BUILDING OR ADDITION: /-A Mf ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 11/11) ARE THERE EASEMENTS ON PROPERTY? 90 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 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. SignedA---�ck_ Director of Building & Codes: 761-8256 (for questions QUESTIONS 7 CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codesp_queensbury.net systems) (: VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding wWw.gueensburv.net required permits, the permit process, application requirements or to schedule an appointment) This application/ proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accorda with said Application: � 0 ZONING APPROVAL DATE ; BUI I &CODE A PROVAL DA E ; , � , , 0 0 . Town.of Qrteensbtanf • Community Development Office • 742 Bay Road, Queensbiwij, NY 12804 06 Queens uiy Building & Code Enforcement -WRdsidtiinal Inspection Office No. (518)761-8256 Arrive: C : �rjarr nDate Inspection request received: Inspector s Inrti NAME: i ew IT M LOCATION: ATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade or 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 Interior Handrails @ stairs 2 or more risers 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: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/5ewer Dept.Ins ectidn Sticker Site Plan /Variance re wire Flood Plain Certifrcat' n, if rehgired Okay to issue C/C C/D Temporarj/Permane ] L:\Building&Code ms\Building Codes 'ection Forms\Residential Final Inspection Form revised 100405.doe Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re d: s� ({ Queensbury Building& Code Enforcement Arrive: pn art: ; a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: H u,k S PERMIT #: D LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\$uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re ecei —� Queensbury Building&Code Enforcement Arrive: pm e rt: 742 Bay Road,Queensbury,NY 12804 Inspector's Initia s• f✓ NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: "Y" ZN N/A 01 V") COMMENTS Access 22"x 30"minimum Jack 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate y�` 1 %z 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 e Fire separation 1, 2,3 hour ire wall 2, 3,4 hour Firestopping Pene a ion sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z 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 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC�: Main Office 176 Doe Run Road-Manheim,PA 17545 "C� �+ MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL —' Permit No.........................................Cert. N 2 94195 Cut-in Card No..................................... Owner..........A./!... .................��................................................_....s............... .. Location. .....,h? � �� ... !e:.................. .......... ..c........,.......... ............................................................... Installation Consisting of....� .........c ..�.. 1...... .............. .................................................................................................................................................................................... .................................................................................................................................................................................... Installed By...... .`1f.. KY'2i -6" i�-P Lic.No....................................................................................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making)JR&Mclions at any time, and if its rules are violated,the Company shall have the right .. .. if ate. ....................Date... .` �. .................... INSPECTOR..... .................................................... Mn..h -M R P A TAVT 70C'sbvy 6- - 2 -7 - ,D6-, Foundation Inspection Report Office No.(518)761-8256 Date Inspection req est r eiv d: _ Queensbury Building&Code Enforcement Arrive: pm Depart: a t m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: &ok S�� c,�S ERMIT#: y� l LOCATION: ti INSPECT ON: — 7 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. Materials for this purpose on site. Foundation/Wallpour.. Reinforcement in Place Footing Dowels or Keyway in place 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Z- Q LD1 )ES DA Y 6 2 l -D 6 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection�uest received: Queensbury Building&Code Enforcement Arrive.' , . a epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:�)-� NAME: PERMIT#: 0 LOCATION: 4-1 INSPECT ON: C, —2 TYPE OF STRUCTURE: Y N N/A COMMENTS +�_Framing �y ttic Access 22"x 30"minimum Jack 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(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 %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 Y4 VC,- t � Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ionrequest received: �j " �S� Queensbury Building&Code Enforcement Arrive:)am/ , ee rt: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials, NAME: e' PERMIT#: _ ?2— LOCATION: INSPECT ON: -v TYPE OF STRUC Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Yz(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 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 ''/z 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 --Y�►--1 Foundation Inspection Report Office No. (518)761-8256 Date Inspe trio ,equest r eived: Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector' itials. NAME: C(Jw�S4AS PERMIT#: I LOCATION: INSPECT ON: Lr 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place ou �ton Damp mg y t Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil pof for wet areas under slab I3acl�ll�Ap royal -��> ~} 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 dC) fKaN G ,,Y - 0C, Foundation Inspection Report Office No.(518)761-8256 Date In ection est received: Queensbury Building&Code Enforcement Arrive r e, am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: PERMIT#: �5�-- z LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab Reinforcement in Place-�? � The contractor is responsi Vefor providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. � oaupdtio�it/;Wallpour Reinforcement in I lace 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 12/20/2005 9:24:00 AM 1' 4f I •' i f I. �_RevjsloncForStevens Addition I +Pee m t#.05-921 ,__ Date Of_Revision;_6/28/06; Reason.For-Revision:Treated Deck: 1 T-5 1/2" hI 1 8'-8 3/4" 8'-8 3/4" Line Of 10'X 12'Treated Deck� —————————— -- I A Center Of Dbl.2 x 8 Girder Beam (Beam Bolted To 4 x 4 Treated Posts ————————— Over Concrete Footings As Shown On 4'-9 7/8 4'-9 7/8" Foundation Drawing) I L17'-5 1/2"Pr-Engineered Scissor Trusses Over Deck Framing: I B 2 X 8 Treated Joists 16"O.C. Treated Decking I f Using Existing 2 x 4 Treated Rails With 4 X 4 Treated Posts I 6-4 1/8 New Addition I 2 X 2 Treated Ballusters I 279.33 SF 6-9 3/4" 16' Rail Ht.To be 36"Finished Min.Above Decking Treated Stairs W/Handrails On Both Sides II I B 3 2x10 HDR.Over Posted To Foundation T-6 1/2"CE b. f r i Install New 5''Pocket Door 3-1 3/4"X 11I 7/8"MLB HDr. Ia W/Blocking to Foundation c I` � 111 , fRevisions For S ev�Addition ;P� erir F#05:921,,: t DateOf-Rev_ision._fi/28/06 ? L Reason FowRevision:Jreated Deck f h t 10' 1 T-5 1/2" 4'-6" '; 4'-6" Line of 10'X 12'Treated Deck 1 �. + d I ----------=------� I r--- 2 X 12 Floor Joists Over @ 16"O.C. 16"X 16"Concrete Footings I I I W/Ledger Board Nailed And�lagged I I 4' Below Grade Min. (TYP) I I I To Existing Box Board Every 4- W/4 X 4 Treated Posts Over I I I I I I I I I New Foundation (1T-5 1/2" IX 16') 4 X 4 Treated Post To Foundation I I 8"Poured Concrete Walls I I Over 16"X 12"Reinforced Footings 4"Slab Poured For Floor i I 16' Min. Ht.3'Down From T. O.W. I i I I Provide Access From I I I I I Existing Basement f I I Anchor Bolts 1'From Comes &Every 4'Continuous I I i I I I pry 49 11.rw L li r, & CODE DE ov, ,may e �,L -�'�� • �r .. `.� it ®� s fl i Oil s'?lication APR 2 1993 .�- ,��`"�.{.� .•'•��, � � � �g��l 1. Zo. •� �� i 9� `y i ;• Zoning Lm iistrator ENSBURY Li s , ► or •� ' �'' pop �.-,`�'C'7t�i.x_lr,:"T4.".�1.�^:1 �.5';••',ty� I 1 � it ber REScheek Compliance Certificate Checked B.,—ate 2000 IECC REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\STEVEN'S ADDITION.rc (i PROJECT TITLE: STEVEN'S ADDITION CITY: Glens Falls STATE:New York HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RAT10: 0.23 DATE: 12/27/05 DATE OF PLANS: 11/17/05 PROJECT DESCRIPTION: STEVENS ADDITION 11 AMETHYST DRIVE QUEENSBURY,NY 12804 DE SIGNER/C ONTRACTOR: OAKWOOD CONSTRUCTION-JOEL FITZGERALD 25 WAYNE COURT QUEENSBURY,NY 12804 COMPLIANCE:Passes Maximum UA= 101 Your Home UA=98 3.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 272 30.0 0.0. 10 Wall 1:Wood Frame, 16" o.c. 532 19.0 0.0 23 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 125 0.330 41 Door 1: Solid 18 0.370 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 279 19.0 0.0 13 Crawl 1: Solid Concrete or Masonry 46 11.0 0.0 4 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 3.0' Furnace 1: Forced Hot Air,90 AFUE s COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchec� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. ildcr 11; 7,4azxglDate — -G�o REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE: 12/27/05 PROJECT TITLE: STEVEN'S ADDITION Bldg. Dept. Use Ceilings: . [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.370 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Crawl Space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry,3.5'ht/3.0'bg/3.0'insul, R-11.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)