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2004-714 TOWN OF QUEENSBURY Foo 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040714 Date Issued: Thursday, March 31, 2005 This is to certify that work requested to be done as shown by Permit Number P20040714 has been completed. Tax Map Number: 523400-226-012-0001-072-000-0000 Location: 338 CLEVERDALE Rd Owner: JOHN & KATHLEEN TARRANT Applicant: JOHN & KATHLEEN TARRANT This structure may be occupied as a: By Order of Town Board Garage - 2 Cars Attached TOWN F QUEENSBURY Residential Addition 1 4 Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040714 Application Number: A20040714 Tax Map No: 523400-226-012-0001-072-000-0000 Permission is hereby granted to: JOHN& KATHLEEN TARRANT For property located at: 338 CLEVERDALE Rd 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: JOHN& KATHLEEN TARRANT Garage-2 Cars Attached PO BOX 65 Residential esi CLEVERDALE, NY 12820-0065 a Addition $250,000 Value $250,000. 0 00 Contractor or Builder's Name /Address Electrical Inspection Agency MCKERNON GROUP 176 RIDGE STREET GLENS FALLS. NY 12801 Plans&Specifications 2004-714 1012 SQ FT RESIDENTIAL ADDITION AND 612 SQ FT 2-CAR ATTACHED GARAGE $182.64 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 30, 2005 (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 th o f Que s y; ursday, September 30, 2004 SIGNED BY ! for the Town of Queensbury. IGNE Q �' Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Commune Development,742 BayRoad, t3' p Queensbury,NY (518)761-8256• A permit must be obtained before beginning construction. Permit Pile No. i2 L/_- 7/!_ No ipapeation will be made until applicant has received a Fee Paid $: � valid building permit. All applicants' spaces on this ' • application must be completed and must appear on the Roo.Pee Paid $ application form. Reviewed By; Ap plicant:` A ?Reii2/Jr, Owner: kit./ _ i� / I 1 Address: TiatiMritilinrZir Phone#(ad)2- 7 Phone#(518) '. .- ' , 2 arL0 Property Location: Lot Number: 2. / House Number / Subdivision Name: � C��'r�-�-� �� Tax Map Number: 13/_3/a New Building: residence /commercial Estimated Market Value of Construction: $pi Addition: sidenoe commercial a� -- GOb ° Alteration: e/ commercial If an Addition,what will use of new addition be? o No change to exterior size: residence/coral o Other work(describe Check ()coup Information 1 Floor 2 Floor Other floor .ft. Total Below s q sq.ft. sq.ft. Square Fest ' Sin. eAniii dwellin. 7 ir)g . r7rr . o Two famil dwellin .rid i�JJ.'airar�►T�7!` • Townhouse a M#of unit'y dwelling • Office a Mercantile o Matmlicturin a 1 oar detached e O 2 oar detached a 3 oar detached e a 1 oar attached 2 oar attached e a 3 car attached e a Storage building. commercial O Storage building- residential a 0 er What is the proposed height of the structure 5 Will any second-hand or ungraded lumber be used? If so,for what feet 9 � inches Type of Heating System; electric/ oil / gas/wood /forced hot air/ baseboard/ Number of ��`d� to be installed D ,. Number of Mak=to be installed_a_ List below the person(s)responsible for supervision of work as regards to building codes: Name Address Builder I �� ..i �i a s 1i�.7 rEyeailr�fi',�'lrfr1► f Phone a.*_* a Plumber Milr,. s/ ,. .g, Mason .4, ,a� 9y Blect loian i! 1 .! -S.E Tr :; a,_j_ Deolat : please sign below after you have caretIlly read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws with,whether specified or noted,and that such work is authorized by the owner,FFurtheg to r,r,te i s understood ood that sed work lI/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning A Director of Build ing and Codes,anAcrat 'cq ..,b loot n of now nstructio -- Y a licensed surveyor;drawn to scale,showing actual Signature: wnowner,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Resid- -tial - ' - ,1 Inspection k.:) ffice No.(518)761-8256 I, J Arrive: m/p a .art: (�� Date Inspection req st receiv d: '- �� Inspector's Ini '.Is: i • NAME: /�'J,_te • / y /RMIT#: 4- 7I LOCATION: 'S ATE: TYPE OF STRUCTURE: -604 6- • Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location f Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" $./ Roof Complete/Exterior Finish Complete j/Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more ✓/ Guard at deck,porches 36 in.or more JJ Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors :// Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" / Gypsum ,/ Grade away from foundation 6 in.with 10 ft. V Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate li Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site :// Oil Furnace shut-off at entrance to furnace area I Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 // Interior privacy/trim/doors/main entrance 36 in. J Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: / Carbon Monoxide Detector ✓/ Bathroom Fans, if no window J/ Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf / Emergency egress below grade / Basement stairs closed rise>4 inches �/ Garage Floor Pitched / Garage fireproofing/'/.hour fire door/door closer ✓ / IDuct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area / j Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft. vents • / Building No./Address visible from road Final Electrical �� _ Site Plan /Variance required I tJ 4\k___ G �f tv0 Eljl Final Survey Plot Plan �� As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required / 4. Okay to issue C/C or C/0[Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.° Main Office 176 Doe Run Road-Manheim,PA 17545 �.' MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. 84784 Cut-in Card No. Owner TA 224 ' 7' Location C -gU 8 24)/9-L-e- stzo� P V Installation Consisting of 21 tt c-7/6 Installed By 'en' 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 makin inspections at any time, and if its rules are violated,the Company shall have the right to r oke thi cer-ficate. Date 3 5 INSPECTOR.. Member N.EP.A.,I.A.E.I. Queensbury Building & Code Enforcement - Residential Final Inspection 'Office No.(518)761-8256 Arrive: p mart: • / a.• „I.., Date Inspection request received: Inspector's Initi- s: ,, NAME: RMIT#: _ LOCATION: 'a ATE: « TYPE OF STRUCTURE: Comments Q Y N N/A/ J`ii Chimney Ht./"B"Vent/Direct Vent Location ✓/ � b¢ \ r� 6 ft, �� Fresh Air Intake J 3 inch Plumb Vent through roof minimum 6" _ f M 1 VAl 3'� �.��VR t 0 Roof Complete/Exterior Finish Complete ✓ / kZIR� �,�� o� Guard 30 in.or more @ stairs,decks,patios ✓ A Guard at stairwell at 34 in. or more ✓ — Et,.YC- -S) LE3F7-- et 1�NL, Guard at deck,porches 36 in. or more Exterior Finish Complete �v fl�j¢,��ME� {��\� �� Interior/Exterior Railings 34 in.to 38 in. i _ Platform at all exterior doors X 'rTE \-\o c CZ KV ER [ n Interior Handrails stairs 2 or more risers kb �bC. �' S 1 Enclosed Stairs Sheetrock Underside minimum '/z" Gypsum // VD L`A 0�3C-4/4- , \ Grade away from foundation 6 in.with 10 ft. � �\� Handrail Termination at Newell Post or Wall / TeRAoR— tope 6 inch clearance to sill plate ✓ xl Gas Valve shut-off exposed/regulator 18"above grade ,// (,.‘..o .5;) cz � _\b� Gas Furnace shut-off within 30 ft.or within line of site ✓/ i �j ` Oil Furnace shut-off at entrance to furnace area f v7 Fumace/Hot Water Heater operating �// Low water shut-off boiler ✓ Relief Valve(s)installed/Heat Trap/Water Temp 110 ✓/ Interior privacy/trim/doors/main entrance 36 in. ✓ Bathroom/Kitchen watertight / Safety glazing/Window in stairwells safety glazing ✓ Interior Smoke Detectors: Every level: / Every Bedroom: ‘a7 7. Outside every bedroom area: Inter Connected: / Battery backup: / Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures ./ Foundation insulation ✓ Floor truss,draft stopping finished basement 1,000 sf ✓ Emergency egress below grade Basement stairs closed rise>4 inches / Garage Floor Pitched I `6 -\--- "‘`' --c6 cia A Garage fireproofing/' hour fire door/door closer / -re,H p Duct work Sealed properly � `ScM T '‘Q� �p�j�p1 Gas Logs in Sealed or Glass Enclosure /Vv b\N>v__ Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area / Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft. vents ✓/ .> �C �S Tt� Building No./Address visible from road / , ,/ c2- \&.__ Final Electrical Site Plan /Variance required Final Survey Plot Plan 7`—fs<'i3,z‘la,.. Za. 0zz. \v*E-avii3 As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0 f Temporary/Permanent) J L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp.form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: c7.S:i am/pm „ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: oq _ ?pi 1 LOCATION: 3 INSPECT ON: J 3/_0,5 TYPE OF STRUCTURE: Y R N/Araming 14 COMMENTS Jack Studs/Headers Bracing/Bridging , j /1 f (c/%' /es Joist hangersfe"— Jack Posts/Main Beams €/) ,f..ee- 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 %s (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 snow 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 %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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 9-- II Queensbury Building&Code Enforcement Arrive: am/ m epart: 1,,in/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: /,ii NAME: ,--�!C'\ r c PERMIT #: Cji- ti LOCATION: -, C �� Q �� INSPECT ON:4 - ( 1--0c TYPE OF STRUCTURE: Y N N/A _ PVC: R-1,R-2, R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. taxiiing Vent/Vents in Place ugh 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 Insulation/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 proper' /No duct tape / / `61.?&40P .—:-. /114"rit", r) l'' I MMENTS: 1.-W 4004Pe 7 1'e 1)c-< tc Fcz i .l_fuG —ol . L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 3 1l' cfit .tD�t' /C1_ Framing / Firestopping Inspection Report 7 /c).-- Office No. (518) 761-8256 Date Inspection re eceive ` F• Queensbury Building& Code Enforcement Arrive: p "„arti:LIVIIITh 742 Bay Road, Queensbury, NY 12804 Inspector's Ini a1s> 7 NAME: f` PERMIT#: ' LOCATION: , A q Qc) INSPECT ON: j_� ^t TYPE OF STRUCTURE: - \ Y /A COMMENTS `' ` � Framing �/' t W `\_rl �,� , Jack Studs/Headers _ —. t v :.r -_----- Bracing/Bridging , _�'_ Joist hangers // \) # -^ ��C> Jack Posts/Main Beams 7 _ i— f �� Exterior sheeting nailed properly -- SI___ _ -_ 12"O.C. �,,,/ Headroom 6 ft. 8 in. ` Stairwells 36 in. or more --A 6 \i) 'QKN'. NW Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls / 1,,.-.i 3 i.tti . 17. Ci: Metal Strapping for Notches Top Plate 'L \,`eL j 9. --Z 1 IA (w) 16 gauge(8) 16D nails each side 1 \ �`r Draft stopping 1,000 sq. ft. floor trusses C{—j � ,� >L11: ; Anchor Bolts 6 ft. or less on center ,n Ice and snow shield 24 inches from wall , t�\ Fire separation 1, 2, 3 hour �"1i�t=1L ire 2, 3, 4 hour �;;�'U,1.. _ Z‘ 1 1 Irestoppmg f C€\l.. �L --3C;' Penetration sealed 1 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 \1 'vim -\""c s\V �C)�,.. Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) L'�-' `..•\ i t. tt`jQ 20 in. (W) 5.7 sf above/below grade \/2)1 l.r. x ��" _ 5.0 sf grade � �': •>c, -z _ . QQ L:\SueHemingway\Building.Codes.Inspection.FORM Framing FGstoppi?tg�Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: /C ; - am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Z,(/ OW- 7/(/ NAME: �( r PERMIT#: LOCATION: t4 INSPECT ON: 3-0 TYPE OF STRUCTURE: ' Y N/A ming COMMENTS Jack Studs/Headers Bracing/Bridging i p-<< , el; Joist hangers r r Jack Posts/Main Beams ;.'` ;,,,e ;t. Exterior sheeting nailed properly 12"O.C. n{ i..,. Ts1 Lf art" Headroom 6 ft. 8 in. Stairwells 36 in. or more3 i, re;,t_ ,,�. r li c Headroom 6 ft. 8 in. � Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anch Bolts 6 ft. or less on center I and snow shield 24 inches from wall , w' 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 W-1-.-0 ail,— Foundation '-'7../ Inspection Report / /4 Office No. (518) 761-8256 Date Inspection reque t received. ,I / r') � Queensbury Building&Code Enforcement Arrive: am Depart: _ pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: kktkie F-n ON 3 i ':-� PERMIT#: 0 r 7/ LOCATION: 3 3r _ $SPELT ON: _fr ' _A—,4-11 4,1610Y TYPE OF STRUCTURE: __ 'tz r".,________ Comments Footings — — -- — — Piers ono it rc I 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/Walipour J Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 Pq6 0 I g4�-�4 , C/Cast!Copper /iT *416 e�(�c Foundation Insulatio term /Exterior R- lQ Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway\Building.Codcs.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i 1 tio"?'S.--- Nv (/ o : 0 0 Cefr-iuutt __/ 0 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est cei Queensbury Building&Code Enforcement Arrive: a vpmi Depart: - 1 )m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ', NAME: 1 `�� P , IT#: 7/ 9` LOCATION: INSPECT Ol: =4 nr i TYPE OF STRUCTURE: `/ Comments Y N N/A Footings — — —- ---- -- — ;` Piers 'Monolithic Slab Vit 1 Reinforcement in Place The contractor is responsible for Y providing protection from freezing for 48 hours following the placement i of the concrete. / i Materials for this purpose on site. _ / 1 Foundation/Wallpour Reinforcement in Place Foundation Dampproofing / / Foundation/Waterproofing /` Type of Dampproofing/Watetpof-ing 1 Footing Drain Daylight or Sump/ „4 Footing Drain Stone: 12 inch width c es above footrng / 6 mil poly for wet yeas under slab N/ Backfill Approval / Plumbing Under l b PVC/Cast/Copper Foundation Insulation Interior/Exterior R Rough Grade 6 inch drop within 10 ft. L:\SuelHerningway\Building.Codes.Inspection.FORMSWoundation Inspection Reportdoc January 28,2003 H c0 -5W A 4,2_ r Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requee'- -d: Queensbury Building&Code Enforcement Arrive: `'•2 an .',�� Depart: Ii am/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials fr NAME: \' ' t:4; \ 1 _. _C` IT 0 7` �%� LOCATION: ---- c , C"`- ") ; , (-(-\r_,:1,: \ r- INSPECT ON: _`0 - —_' :=C24.'. TYPE OF STRUCTU1 Comments -- - -- - _ Y N N/A Footings Piers Monolithic Slab Reinforcement in Place / The contractor is responsible for / I providing protection from freezing r for 48 hours following the placement `` of the concrete. �� Materials for this purpose on site. ��v Foundation/Wallpour _ �- V� ty Viteinforcement in Place -I �\�\. Foundation Dampproofing 7 Foundation/Waterproofing ir S e of Dampproofing i W1e proofing 6Vep Drain Daylight or'SumpIlerin \./ Footing Drain Stone: 12 inch width J 6 inches abovefooting J \) K`�1j i poly for'et areas under slab � <6)."5„...6.-rr ackfill Approval _ / _�c " I V Plumbing Under Slab --- PVC/Cast/Copper o0undation Insulatio' jT►'/ --...:,Cg. a. a R ^ T Rough Grade 6 inch drop within 10 ft. f4j L:\SueHemingway\Building.Codcs.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req - t-c• -d: /0 tea-- CJ Queensbury Building&Code Enforcement Arrive: an Depart: i • 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: ��Z PF' IT#: ( .1e" ` LOCATION: _33c _ INSPECT Obi: zc� ) TYPE OF STRUCTURE: ; t� // , Comments 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 ur ose on site. �� n anon^Wallpourr � / ct O'�`b� Reinforcement in Place v Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab I __ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMSWoundation Inspection Report.doc January 28,2003 . n 0„,„:„ ,,,,/ 4--(-) \ 1 j fit /J " a Foundation Inspection Report , Office No. (518) 761-8256 Date Inspection re .est re'ei -d• Queensbury Building&Code Enforcement Arrive: .nvpm Depart: ZPa pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Init a • _ NAME: _& c--},�:-y--,k P',RMIT#: LOCATION: —_.•-°-??)`7 lv j c= -(' C r,, Q; c, ' TSPECT ON: sit TYPE. OF STRUCTURE: ±1-1;4141 Comments - -- ----- 4.6 — Y N N/A F mgs &I).S2"1 (r--- _ Piers Monolithic Slab / 1 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. I I,:\Suet-Icmingway\Ruiiding.Codes.Inspection,FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r uest r :rued. Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1-to a -rpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s• NAME: _ ► Fl►� t1C ► PERMIT#: 1 G�C>Lj"7 f 14 LOCATION: 319. C.L �Ep�RLE INSPECT ON: ti -01-1 TYPE OF STRUCTURE: E � 14 I AL i EP Comments 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 \l e \-704� i L1t �`'� ��— g z Vkta-tZ- A Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SucHcmingway\Building.Codcs.Inspcetion.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report \4 ooc Office No. (518) 761-8256 Date Inspection req - - ei -d: �j Queensbury Building&Code Enforcement Arrive: `'+‘ a epart: "L-haml m�j 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . ,,, '7/2/ NAME: G IT#. If LOCATION: J3 ��( ASPECT ON: -� `—__ TYPE OF STRUCTURE: 01\ Comments N N/A Footings ---------_— ---------- —Piers Monolithic Slab Re' rcement in Place �f provVThe contractor is responsible for igprotection &orn&eezing , \ for 48 hours following the placement o e concrete. aterials for this purpose on site. `-'" Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\Suefetningway\Buiiding.Codcs.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 V Foundation Inspection Report Z 47 Office No. (518) 761-8256 Date Inspection reclutc rec 've . I I 0 Queensbury Building&Code Enforcement Arrive: a vp Depa : C ti.5k a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s• `-/ NAME: _ IZMIT#: co LOCATION: 0 _ INSPECT ON: )f? Q^�100 r TYPE OF STRUCTURE: ' Comments _ N N/A otings ��ti � VVV/ Piers Monolithic Slab Reinforcement in Place I 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 Foundation Dampprooting Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil pply 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:\Sudfcmingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: /D I 0 Queensbury Building&Code Enforcement Arrive: ani' / Depa : 5 m/a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial : �/(� NAME: 4 °1'- PERMIT#: 9,004" LOCATION: INSPECT ON: 104 le - _:00 TYPE OF STRUCTURE: Comments Footings Piers //) r-licior 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHerningway\Building.Codcs.Inspcction.FORMSV'oundation Inspection Report.doc January 28,2003 WINDOW SCHEDULE Job Site/Address: 331c CILUCtrittit I'&('iL ? hi PL{ rISC2.0 Date: q l la job Owner: __9hani- Application No. Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis . Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches . Size TOT 2Yi5 A CncLi &m daiiiiikuhrung z si S'-$„ 7tO 34" t .tti 5. $t 5. irtio a 11(S" cW/4" ,3ccukfa vuf-c ► s-3 "-1 '1/s 3'-53/e I t5 1c0.5 11. 10 ®o`% 611,Ig" C !airi 1 ivri 2eana me ytt cw2 -2 4'-'1/811 3t-531? Zlt '.0 t4 .4 40" , S0 3I D amcivism �dt�Ai� -1% 1O O 3+oV a'-07, 5.102- 3. I$ • 3. 15 31 V" ..1N 1 1" Turt+4z5'-1/e .4,-f f ti.glo 10. r 10.0( 593/4" ato1lq " F . t'r wlikiity2g440 al-)O g1 'VLSI?' % .ctg S.o 5_o3 agTlg" 2l0 Y4 " Ca afrOowavk A#al'i ',FW351 - '� 1414' 3 I� I/ n �„ psi 5N a,- is (p I.F1 I. Ili P $ n t. I andMi 1 ► • %-ba/4 tc 7/a a'I. ? 4ab7 kta.01 ,v 19/4" 2 ' , "' i I.,'e'�' b t`-DWu (d-111a'_A'1i(a ati1 a.ov 5I" 9t5/4 f 3 t "' io'-37/e VTR' 13.E 3gl1 361.cig I8'" '151/4 Example Entry . A Andersen Narroline 3062 3' 2 6'51/2 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" It 11/16' Glazing Hung C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc Job Site Address: 3?,8 Ge erddle. Rd 1Clevlerciate i N N 421020 Date: c ((p(D4 Owner: 3oV1yn 4 i(a1y Ttvvtj& Application No. File No. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of ) Req. Light Actual ' I Req.Vent .Actual � '! Sq.Ft. 0 * Remark Room Room :', 8%of Room Light J 4%of Room Vent , 1 t Opening for in Area Square r;'1 Area Square ',, Egress ,„ Square Footage k,!,'` Footage �'''�r Feet f crortorrl (00-- , ', 'ie.% (�,(� 1j a1l.'��' 50 ��'1, '.59.•'�8 &un room �Ob i 32 , _45.? , l6 5L1,;4 `! 5i]. es _e u,Y 94 1 7. 52 " _ Z 3 .7 f.14 ° , gLt. yff li { 1 f [91,91 .a • v�d 1,; Amrj r" - I09 1. L:\SueHemingway\Building.Permit.FORMSW at,Light.Ventil.Calcuiation.Sheet.doc Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code Generated by REScheck-Web Software PROJECT TITLE:Tarrant COUNTY:Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/09/04 DATE OF PLANS:05-18-04 PROJECT DESCRIPTION: Addition and renovations to existing property at 338 Cleverdale Road, Cleverdale,NY 12820. Additions to include a two car garage with unheated basement, 1st floor sunroom and unheated garage,2cnd floor gameroom and unheated storage. DESIGNER/CONTRACTOR: The McKernon Group,Inc 176 Ridge Street Glens Falls,NY 12801 COMPLIANCE:Passes Maximum UA=239 Your Home UA= 151 36.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Wall 1: Wood Frame, 16"o.c. 200 19.0 19.0 4 Window 1:Wood Frame,Double Pane 15 0.280 4 Door 1:Glass 66 0.280 18 Window 2:Wood Frame,Double Pane 15 0.280 4 Wall 2: Wood Frame, 16"o.c. 128 19.0 19.0 4 Window 3: Wood Frame,Double Pane 10 0.280 3 Wall 3: Wood Frame, 16"o.c. 200 19.0 19.0 7 Wall 4: Wood Frame, 16"o.c. 20 19.0 19.0 1 Ceiling 1:Flat or Scissor Truss 400 38.0 38.0 6 Floorl:All-Wood Joist/Truss over Uncond. Space 400 30.0 30.0 6 Wall 5:Wood Frame, 16"o.c. 82 19.0 19.0 1 Door 2:Glass 53 0.280 15 Wall 6: Wood Frame, 16"o.c. 88 19.0 19.0 3 Wall 7:Wood Frame, 16"o.c. 72 19.0 19.0 1 Door 3:Glass 53 0.280 15 Ceiling 2:Cathedral 94 38.0 38.0 1 Floor2:All-Wood Joist/Truss over Outside Air 94 30.0 30.0 2 Wall 8:Wood Frame, 16"o.c. 196 19.0 19.0 6 Window 4: Wood Frame,Double Pane 10 0.280 3 Wall 9: Wood Frame, 16"o.c. 200 19.0 19.0 7 Wall 10: Wood Frame, 16"o.c. 196 19.0 19.0 6 Window 5: Wood Frame,Double Pane 10 0.280 3 Wall 11:Wood Frame, 16"o.c. 200 19.0 19.0 6 Window 6: Wood Frame,Double Pane 24 0.280 7 Ceiling 3: Cathedral 612 38.0 38.0 8 Floor3:All-Wood JoistiTruss over Outside Air 612 30.0 30.0 10 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliant e. Builder/Designer Date '! REScheck Inspection Checklist New York State Energy Conservation Construction Code Generated by REScheck-Web Software . DAl'E:09/09/04 PROJECT TITLE:Tarrant Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: [ ] 2. Ceiling 2:Cathedral,R-38.0 cavity+R-38.0 continuous insulation Comments: [ ] 3. Ceiling 3:Cathedral,R-38.0 cavity+R 38.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 3. Wall 3:Wood Frame, 16" o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity+R 19.0 continuous insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R-19.0 cavity+R 19.0 continuous insulation Comments: [ ] 6. Wall 6: Wood Frame, 16" o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 7. Wall 7:Wood Frame, 16"o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 8. Wall 8:Wood Frame, 16"o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 9. Wall 9: Wood Frame, 16"o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 10. Wall 10:Wood Frame, 16"o.c.,R-I9.0 cavity+R-19.0 continuous insulation Comments: [ ] 11. Wall 11: Wood Frame, 16"o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: Windows: [ ] 1. Window 1: Wood Frame,Double Pane,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame,Double Pane,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame,Double Pane,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 4. Window 4: Wood Frame,Double Pane,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 5. Window 5:Wood Frame,Double Pane,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 6. Window 6:Wood Frame,Double Pane,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U factor:0.280 Comments: [ ] 2. Door 2:Glass,U factor:0.280 Comments: [ ] 3. Door 3: Glass,U-factor:0.280 Comments: Floors: [ ] 1. Floorl:All-Wood Joist/Truss over Uncond Space, R-30.0 cavity+R-30.0 continuous insulation Comments: [ ] 2. Floor2:All-Wood Joist/Truss over Outside Air, R-30.0 cavity+R-30.0 continuous insulation Comments: [ ] 3. Floor3:All-Wood Joist/Truss over Outside Air, R-30.0 cavity+R-30.0 continuous insulation Comments: 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 and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R 2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: • [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. 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°F or chilled fluids below 55°F 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 HVAC Pipes. 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 FILLD(Building Department Use Only) JARRETT-MARTIAN ENGIONEER{S, PLLC H.ThomasJarrett, P.E. Professional Engineering Kenneth Martin, P.E. January 20, 2005 Dennis Austin The McKernon Group, Inc. Rr 176 Ridge Street N N2 7005 Glens Falls,NY 12801 .1 Re: Tarrant Structural,Miscellaneous revisions. , ,, r JM 04-108 Dear Dennis, At your request we have reviewed the welded connection at the intersection of the two main steel ridge beams. While the connection and weld appear satisfactory, we cannot certify the welds in house with our present _.;apabilities. We recommend that the connection be treated as a bolted connection and the joint be drilled and bolted in accordance with the attached sketch. The rafter ties in the storage area should remain as shown on the design plans. The rafter ties in the upper play room can be removed. We recommend that the wall dividing the storage space with the play room be sheeted with plywood from the floor to the roof rafters. This wall will then act as a shear wall. While at the site we noticed an issue with the building framing involving the support column adjacent to the stairwell. We recommend a couple of modifications as shown in the attached two pictures. Sincerely, Jarrett-Martin Engi ers,PLLC Eric Cordis, P.E. Kenneth Martin,P.E. Project Manager Principle F:\DataFile\2004 Project Files\2004 Residential Projects\04 108 Tarrant Structural\B Construction\Correspondence and EMaiI\Sent Items\04-108 012005 tarrant revisions.doc 12 East Washington St. • Glens Falls, NY 12801 518-792-2907/ 518-798-1864 Fax y= Printed on Recycled Paper JARRETT — MARTIN ENGINEERS, PLLC Job 7.. rro#ir PROFESSIONAL ENGINEERING Sheet# / of 12 East Washington Street Calculated by c4G Date i/14/05 Glens Falls, New York 12801 Checked by k,n" Date ///¢/0 518-792-2907 Fax 518-798-1864 Scale A3 Z15- So --C Ee-cl _ g6) 141 141=2/ o -cell ivies_ , J --, PTA codei 7 P OG_i (L, 'p Sew 44A.c.441 th7faS 0A ,re, -,rs ?- ;4 u et"- J'(.7?/vrh , i ,'$ � ' , . „fig}" s R f F 1►waugp a:I ...., ..,,„: . yF 3 e tM • n'1'., r '08'a..m.,,..,�. --. 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