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2012-560 TOWN OF QUEENSBURY wow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120560 Date Issued: Friday, December 11, 2015 This is to certify that work requested to be done as shown by Permit Number P20120560 has been completed. Location: 11 HERON HOLLOW Rd Tax Map Number: 523400-227-017-0001-003-000-0000 Owner: JOHN & STEPHANIE MASON Applicant: JOHN & STEPHANIE MASON This structure may be occupied as a: Residential Alteration & Addition By Order 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 Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY i; "IlliPik-41-4.*1 742 Bay Road,Qucensbury,NY 12804-5902 (518)761-8201 pa* Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120560 Application Number: A20120560 Tax Map No: 523400-227-017-0001-003-000-0000 Permission is hereby granted to: JOHN & STEPHANIE MASON For property located at: 11 HERON HOLLOW 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& STEPHANIE MASON 50 HORICON Ave Residential Alteration&Additior GLENS FALLS,NY 12801-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency SUNSOVAL INC P.O. BOX 86 CLEVERDALE.NY 12820 Plans&Specifications 2012-560 Paid $100 to renew permit through November 27, 2015 per DH/sh Res. Addition &Alteration; 1st Floor 523 sq ft Addition; 845 Sq Ft Alteration; 2nd Fir 1,167 sq ft Addition $0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, November 27, 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 To"..efQueensbTuesday, November 27, 2012 (` / / / SIGNED BY ) . P1i edi for the Town of Queensbury. Director of Building& odercement TOWN OF QUEENSBURY 4ZIL 7-2 Bay ltraad,Q)UU:rt�l>tu•y1,NY 12804-5902 (518)761 8201 Community Development-Building&Codes (,518) 761-8256 BUILDING PERMIT Permit Number: P201.20560 Application Number: A20120560 Tux iNlap No: 523400-227-017-0001-003-00L 0-0000 l'ernsission is ltereby l raratecl to; .pC,tl-IN & STEPIIANIE MASON For property located at: L 1 HERON ICON I IOLLOW Rd in the Town of Queensbury, to construct or place at the above.location its accordance with application tol edic°r with plot plats and other information hereto tiled and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owne°r.Wdress: J01-IN & STEPHANIE MASON 5() L1(:71�IC:C��J Ave Residential .+�lteeatiora+� �tdditioi GLENS FALLS, 12.801-0000 Total Value L Contractor or builder's Name / Address l lcctrical lnspwion Agency. SUNSOVAL INC P.O. BOX 86 CLEVERDALE.NY 12820 flans& Specifications 2012-560 Res. Addition & AIteration; ist Floor 523 sq ft Addition; 845 Sq Ft.Alteration; 2nd Flr 1,167 sq ft.Addition 50.00 PERMIT FEL PAID -THIS PERM[T EXPIRES. Wednesday, November 27, 2013. (if:a longer period is required,an application for air extension rsstnst he made to tl:re code Enforcement Officer of tine,ro-wn of Queensiatnry before the.expirations date.) Dated at the Town of Queensbury; Tuesday, November 27, 2012 SIGNI sl7 BY for thc•Town of Queensbury. Direcror of building&Code l nforccn-aent `� / OFFICE USE ONLY TAX MAP NO. a a /r 1' I- 3 PERMIT NO. I Q� - �� NO�f' - 20 /� � ,2 FEES: PERMII'�{(l7%RECREATION ENGINEERING (If applicable) 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. John A. Mason/ APPLICANT/BUILDER: Sunsoval, Inc . OWNER: Stephanie B. Mason ADDRESS: 2574 Rt. 9L, Cleverdale , NY ADDRESS: 11 Heron Hollow, Cleverdale,NS PHONE NOS. 912- .-c)c)96 PHONE NOS. 51R-656-9041 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: John A. Mason PHONE: 518-656-9956 LOCATION OF PROPERTY: 11 Heron Hol 1 ow, C1 everda 1 P , NY 12820 HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: AV5 6-12 10/24/12 SP7 0-2 012 11/15/12 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z p a O o cn PROJECT p O • O =CL OF—LLI LL LL H O Z Z LLI Q Q w N �ci OIL I- LL_ 4Q.. I oL SINGLE FAMILY X 523 1167 X 845 3763 28 ' 0" TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 10 0 , 0 0 0 FUEL TYPE: LP HEAT TYPE: LP *HOW MANY FIREPLACE(S): 1 AND/ OR WOODSTOVES(S): 0 ZONING CATEGORY: WR ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION: residential ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Nn ARE THERE EASEMENTS ON PROPERTY? NO *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: Ami 1/ BUILDIN & CODES APPROVAL ZONING APPROVAL /7Z? ice' DAT DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(o queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 PROJECT NAME: Office Use Only Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: SINGLE FAMILY DWELLING 1. Building Permit Application Completed? Yes No N/A 2. Energy Code Inspector's Report from ResCheck? ( 2 copies) 3. Septic application completely filled out? (if applicable) 4. Electrical inspection agency selected? 5. Two (2) sets of the plans for each of the following: a. Floor plan(s) b. Foundation plan c. Cross Sections d. Elevations e. Window and door schedule f. Natural Light, Ventilation and Emergency Egress Requirements g. Plans signed and sealed by registered architect or engineer 6. Two (2) site plans showing location of the structure to be built, location of well Or water lines, location of septic system or sewer line 7. Setbacks from property lines to new structure 8. Driveway Permit 9. Solid Fuel Burning or Gas Appliance Form (if applicable) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: ' '' a P•p.rt: ar Date Inspection request received: Inspector's Initi- . NAME: IA4A5c;t,.3 RM #: k2 (.:O LOCATION: \L \-VE-• ^1,- k'CLL.L\—•ATE`: 1 Z—t 1.- TYPE OF STRUCTURE: i Comments: Yes/ No NIA 4" Building Number Address visible from road // Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake / 3 inch Plumbing Vent through roof minimum 18 inches v✓ Roof Complete/Exterior Finish Complete 1 Platform at all exterior doors V// 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 f Deck Bracing/Handicapped Ramp Compliant / •,J Grade away from foundation 6 inches with 10 feet �J/ 6 inch clearance to sill plate Gas Valve shut-off exposed I regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 7 Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety azing Interior Smoke Detectors/Carbon Monoxid Detectors Every level: ,/ o�S Every Bedrm: Outside every bedroom ea: ,J / /Inter Connected: Battery backup: ,/ / Attic access 30 inches x 22 inches x 30 inches(height)in accessible area �J / Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft. vents r Bathroom Fans, if no window ✓ Plumbing fixtures Foundation insulation to floor/Sticker on Panel / Duct work sealed properly/Blower Door Test Certification 'v // �‘ IZ C i1\L�V. 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 IA"Gypsum / Basement stairs closed rise>4 inches c/ Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% R�LPFinal Survey Plot Plan k;y7y� Arc Fault Breaker Habitable Spaces/Tamper Proof Receptaclesj/:7/.......„,„„/„......„.„........____>-2 .- (2Flex Gas Pipe Bonding0 V As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Queensbury Building & Code Enforcement - Residential F.- . I . ,ection Office No. (518) 761-8256 Arrive: 0414e,•rn r e•- ': am/pm Date Inspection request received: \\ Inspector's Initials: i — NAME: 'lid ©LTJ PER #: t 7 — LOCATION: Xt (-1.E._(Z.r1 t•J l--kU t[`1, c.O DA : 12--. —15— TYPE -15—TYPE OF STRUCTURE: ` 1 Comments: Yes/No N/A 4" Building Number Address visible from road �/ Chimney Height/"B"Vent/Direct Vent Location Vi Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches v✓/ Roof Complete/Exterior Finish Complete v/` Platform at all exterior doors Handrail 4 or more risers ii Guards at stairs,decks, patios more than 30 inches above grade Vi Guard at stairwell at 34 inches or more ii Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall 1 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 I doors/main entrance 36 inches ✓ Bathroom/Kitchen watertight v� Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxidq�Detectors / Every level: J Every Bedrom: ✓ `// Outside every bedroo area: ✓✓ / Inter Connected: J 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 S/ Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed property/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. ,// Emergency egress below grade / c/ \ Gas Furnace shut-off within 30 feet or within line of site . Oil Furnace shut-off at entrance to furnace area / (P Furnace/Hot Water Heater operating // J��/ Low water shut-off boiler ,// yh Relief Valve(s) installed/Heat Trap/Water Temp 110 �/ / Enclosed Stairs Sheetrock Underside minimum ye Gypsum / �O Basement stairs closed rise>4 inches f / \� Garage Floor Pitched " Garage fireproofing/%hour fire door/door closer // Gas Logs in Sealed or Glass Enclosure / v/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 I Variance required 1/ Flood Plain Certification, if required Okay to issue C 1 C or C/0[Temporary/Permanent] r c SS IL 3,`CSNc9e_ Aok 5 or n e t06 r L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12122/10, Revised 04/13/11 i (o Residential Final Inspection Inspection request received 1 Z\q 12 f._) Name 'NV\<,-cor4 Inspected on 1-211° 1 2Q-6 Location 11 —Q.-1rr\ �\) Arrive `�.. _e• Permit No. 2 .) 12_... Q,,-0 Inspector's Initials dir": Type of Structure Qis .___ / 7 Yes No N/A Bathroom Fans, if no window 4" Building Number Address visible from road Plumbing fixtures Chimney Height/"B"Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel Location4 Fresh Air Intake ‘,// Duct work sealed properly/ Blower Door Test Certification NA �� 3" Plumbing Vent through roof minimum 18" , Floor truss,draft stopping finished basement Roof Complete/ Exterior Finish Complete 1.// 1,000 sq. ft. Platform at all exterior doors ' Emergency egress below grade Handrail 4 or more risers ;� Gas Furnace shut-off within 30 ft.or within line // Guards at stairs, decks, patios more than 30 " of site above grade 4Oil Furnace shut-off at entrance to furnace area / / Guard at stairwell at 34" or more ✓ Furnace/Hot Water Heater operating Guard at deck, porches 36 " or more Low water shut-off boiler f Handrail Termination at Newell Post or Wall Relief Valve(s) installed / Heat Trap/Water /� Interior/Exterior Railings 34 "to 38 " Temp 110 1/ Deck Bracing/ Handicapped Ramp Compliant w' pd Stairs Sheetrock Underside minimum :" Gypsum Grade away from foundation 6 " with 10 feet // Basement stairs closed rise 4 inches Garage Floor Pitched /6"clearance to sill plate Gas Valve shut-off exposed /regulator 18"above / grade t/ Garage fireproofing/ V4 hour fire door/door / closer Interior privacy /trim /doors/main entrance / Gas Logs in Sealed or Glass Enclosure 36at B Bathroom /Kitchen watertight �// Final Electrical; Energy Saving Light Bulbs r Safety glazing /Window in stairwells safety Final Survey Plot Plan glazing Arc Fault Breaker Habitable Spaces /Tamper / Interior Smoke Det tors/ Carbon Monoxide Proof Receptacles Detectors Flex Gas Pipe Bonding Every level: __ __ Every Bedroom __ As Built Septic System / Sewer Dept. Inspection Outside every bedroomie : ✓ � eco Sticker ✓ Inter Connected: __ �¢ v...- "a Site Plan /Variance required Battery backup: __• _ yC` Q, `,.� Flood Plain Certification, if required Attic access 30" x 22"x 30" (height)Fn' (oAPN Okay to issue Temporary/Permanent J accessible area _ / Certificate of Occupancy OR v Crawl Spaces 18" x 24" access,1 sq. ft.-150 sq. Certificate of Compliance ft. vents Yes No N/A N 131""*.\ Comments: 9\ --7:ftC15\ CI: Town of Queensbury Building & Code Enforcement Office No.(518)761-8256 Av,-t,,k ,..... ooe2,---- s-vrt ,_ d l�.Ll, L f rt l.. "ya c- •e r r;; is _ INSULATION SPECIALISTS �" .C�-..d.S.=•xNSY2'aE'6a'::SiCaCv�'aSV.iIM::`hRa:SSu_-•�4'~' ._ • •571:!fSG::'.R9wNCV,.L'J:ty<,.c.RVCYC.T'aYY[SCIIICAJWmMYSOa4Qt'M1IDS.W•-w.m.iM_KSa.ryvl2.s S,_•^VY,:fl2•_1c.:YnGnVLL:A:: 0 -� HOME PERFORMANCE CONTRACTORS RACTORS 4449 Route.9N tl Porter Corners, New York 12859 0 (518) 893-2228 'a E-mail: nguard@nycap,n'.com co N N B • LD b a„ - •l fr,, , .z . � •��i s � � � � k v C�\- YXr .•&'"¢�x:��. a �; n � �..,:� 9 -.�RLMT$$ GIO Ol .. if 1iPOF APPLICATOR:i1i 1eilsei111tflii (roiTR � 1' '-,-;,o� 4 v - 1A-t.,-/- 'animal (;UV(.i1 AI3 i;�l,'16z i' (O1( !li k� I r?t E)) AMC _ } � neslslaoca Minimum AWN! I 611nlniint I Minh,wnl Mess pot VI Canonry°per Oro allehuurt Ceps Nana: M'cllrcdV'c'nese lIL Unll filen IL nm Unll Aron B� -n..radar" -nn.tatrrr in. 1-nlnn - lot alai' s n, iv nil man:J -�' T toom- grISCD L.6 - �-- nnnnrss: / 0-12 1181.2,1 (3,5) i92) 3,2 63 0,13 2,00 57,70 _ 5,41 '17,3 X195 1641& 1.44 4 R-13 RS1.2,3 _4,O) (101) 3,5 01 0,47 2,32 52,73 4,00 '10,0 20,4 Al, U .DIt�� (t __9-19 11Si-3,; (5,7) _ ('151) 5,2 134 0,59 3,43 30,23 , 3,30 _ 27,5 30,3 _ e,i, ��.• Otsars-� 14' tjE _ 0-20 1131.3,5 (5,J) (155) 5,4 139 0,72 3,65 34,52 3,20 29,0 31; _ fZ j R-22 RSI1-3.0 (0,0) (173) _0,0 15) 0,0'1 3,114 30,90 2,6'7 _32,3 84,0_ [l` i�L/ • 11-35 031.6.3 (0,0) . (235) Out -210 1,00 3,35 23,15 2,11 43,2^^ 474 _ ,. ��� PR-32 081-5,6 (9,5) (240) 8,0 222 1,15 5,67 2.1,74 _ 2,0U 45,3 80,0 Orr OP APPLICATION: t 11-38 1161-6,7 (11,7) _(297) 10,4 255 1,30 6,77 10,03 1,67 55,5 _ 59,0 11-40 R81-7,0 (11,9) (310) _10,0 277 1,44 7,09 11,30 1,69 57,0 62,5 Oily:-- Monlh:_Your:F N 0-40 RS1.0,6 (14.3) (30.1) 13,3„ A.34u .1,77 _0,60 14,12 '1,30 70,0 70,0 , �b ,y �' r (14,9) t -- 7NICI('lrS8 INSTALLED:12 g"6 Z- A • "' _ R-50 _1181.1.0 (391)) 12,6 240 1,00 `0,91 13,66 1,27 •. 71,9 _`_70,7_ - co Seillod dsnslly 1,0 Ib.par cubic feel • 25,40 lin par cubic mater. • , Tlris churl Inllicalns the Ildnhmun number al hags to use.TIIa Snot recoil will vary ncrordion la Ma application technlliuo,Ma equipment,nod tha baso used SIG11M115: "<ti .,::--. III From R•40 or 1181.7,0,it may he nacossary la bring a correction nccnnlinn to Ilia apllUcallon(onbnigtle, • (:vnluallon report C.C.M.C.Mo 002324. As per Wu:lords CAN/111.C-8703 i Chnrl Granted ler 1101111 AmctIca-EUROPE:See technical ceclaalons:CVO Pa 205-77-Fire Classllicallan Oil Ito ES 541.04-0E413•FunnIctrin keno lie Sn.o3'63n MANUFACTURED BY:-3 Leat •¢c_.'+,-j en to-ZS, MO Ihanlal rceinteatco and puttied 1 r� NAFFOF]At ARESEAFICI.1 COMM. 1'{51,Nobel Sl. dansuy for Ccno•lnorm of cnrenuA Ste-Julio Quebec Jt. 1 Z=1 Insulollan Ino bean tasted by: - Aullding Ilaeearch lnantute M"cleEFl (Quebec) I REPORT Cn Gnz1.l rh !: ww ober101t 0 COm Well;lite minimum densly for Inloctlon In envoy Is 3,0 W.per cubic fool. • 1'' _/ o 0 1 A-I-4--vo • , "le2au51°t tx)/b ---od,rr- :1 r:atfl,e.,, i,. DAMNATION SPE.,CIALIS'Ill HOME PERFORMANCE CONTRACTORS • . ... .r 4449 Fioute.9N 0 Porter Corners,co (NI New York 12859 0 (518) 893-2228 0 E-mail: enguard@nycap.rr.com N r co co - -t-t-lz7v6 i0, co + L7) RED . „ r_s i e6-•-� t-..-..1.. r • .1... . ... . VII •• Oats'` are/0 � ty 1 +�(1`� � NAh1E0FAPPLICAT011: I"t Loose-Fill Cellulose -•t�neum�Yfc Application \l� U • _ COI/IMAGE CNt1Fi'1 VOR 1fEN�FII-lTED ATTIC43 A „r+ Tnrrraal noshlanco 611nkn'al Wel I.ilalewm r]hilmuM him pa Corm ago per Dao r,lpamun,Oiac �__.„ }� p -..rt. TIlctnau _ Saul dTldcicAe Unll fuw C �iI/� ..n„FltlAr .ASt,to- t. IINII ILO . nIAI Ihdl! I Wm, IV nf� IOo01PN Unit_Otto - __'T {OO --- r\A GAJ *O R-12 RSI•z,1 (3,0) (92) 3,2 03 0,43 2,09 57,70 1 6,41 17,3 I 10,5 nOO1REss;_._....� � ,Y LTT�(/y`•/ R-13 NSI.2,3 (4,0) (101) 3,5 01 0,47 2,32 52,73 4,00 100 ! L 4E0)� • . t 7zt �r ,I� 20,4 l R•10 USI 3,4 (5,7) (1 G1) 5,2 134 0,99 3,43 36,23 3,30 27,5 30,3 CL.�'iy -- IA) I Lt' R-20 11s1.3,6 • (5,9) (155) _ 6,4 139 0,72 3,66 34,52 3,20 20,0 31,3 NV tz_ c., 11-22 F151.3,0 (6,0k (173) 5,0 154 0,01 3,04 30,90 2,07 32,3 34,0 R�30 031-5,3 (0,0) (236) 0,1 210 1,05 5,35 23,15 2,11 43,2 '17,4 ` (146046P-ki R•32 851.5,6 (9,5) (249) 5,6 222 1,15 6,67 21,74 2,00 46,3 50,0 R•3b RSt•0,7 (11,7) (297) �� , OATE or APPLICATION: A�' 10,1 266 1,39 5,7'1 10,03 1,67 55,5 50,0 V De. r' • R-40 RS1.7,0 (11,9) (310) 10,0 277 1,44 7,00 17,35 1,50 57,0 62,6 I Oat"- Month: r1+ Yon R-49 RSI-0,0 (14,3) 1301) 13,3„ ‘340 1,77 0,00 14,12 1,30 70,0 76,5 , cn co _ R-50 RSI.0,11 (14,9) X390) 13,5 _ 040 1,00 0,91 13,00 1,27 • 71,0 70,7 THICKNESS INSTALLED; 1 t r 1 Sallied,tensity 1,6 lb.par cubic loot • 26,40 hg per cubic.molar, . This chart indicates thio i nlnlmum'lumbar al hags to use,Tho final result viol vary nonording to(ho application to llithi o,the oqulpmont,nod tiro(rose usod SIGNA7URE: MIA C+ c_-�..5` From R•40 or(161.7,0,11 mny he necessary to bring a corroction according to the application icchnlqua. Illk EvaiuiiIIon report C.0 1 l.C,No 00232-L AI per alufxinrds CAN/IJLC•5703 MANUFACTURED Jay; I matt crca10d for Ilona Amorica•EUROPE:Soa lcahnicat ovalaadoni:C616 Ho 24'00.77.Flea Ventilation Mt((a ES 041•oo-054o•Necklets Act on o 5o•o3.a5s I Eaq A a=yC..,C:a a • Ma thermal rosialanco and eotllad NATIONALRESEAFlCti COUNCIL L'��w w� clonal)*(or Bora-thorn a� of CnNADn • 1451,Nobel St. Inauloloti lee boon looted by: s '•'. BuikUn°neeenreh Insllluta 5t0 JldlO(Quebec)J3E 1 T4 �� • REPORT Cn 0021.1 MElABEFl rot, r;, / F•..) twvwhenalec.com Wall:The minimum clonally for Ir4ocsion In cavity is 3,0 lb,per cubic,rod. • C_.__� 47i Rough Plumbing / Insulation Inspection Report "ooP\ Office No. (518) 761-8256 Date Ins.ection rel . •s r•. :: Queensbury Building & Code Enforcement Arrive: - - a �>� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: N� PERMI( Z, NAME: , ��tr?.I�� � 514D LOCATION: 11 \-\eRc.N. V\bk_i_b03 INSPECT ON: tr—V5- TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum C_.. \_wA._ 14:- Cleanout every 100 feet/change of direction -� Pressure Test \r- I -- ADZ Drain /Vent Air/Head A j���..7?-2:6 5 P.S.I. for 10 ft. above highest connection for 15 minutes \ J __ c\�� Pressure Test v V-)E\__ Water Supply Piping �� ,�� '� . C�% TV =ao Air/ Head // 50 P.S.I. for for 15 minutes b3Ft L-1 R Insulation / esidhecential Commercial Check c_ ._\U t R�q Window Sealin --- Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent _Door/Window Sealed (No Insulation) , ------ Duct/ Hot Water Piping Insulation I1)3D°U3-6- (T If required unheated spaces V1l:C o Combustion Air Supply for Furnace f Duct work sealed properly / No duct tape \',__E27 E Blower Door Test WO\.)®' Air Sealing COMMENTS: e., Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building &Code Enforcement MCVniCkiki 'aOffice No. (518)761-8256 Rough Plumbing ! Insulation Inspection Report CJ r\ Inspection request received: 21211, I. Name: ' /1Ct�uAl1 Inspected on: 312 1`3 Location: t t 4 t.k)V ) Arrive: ` ' - ......a. 1 • • . Permit No.: t2 — `3(oO Inspector's Initials: i Type of Structure: COMMENTS Y N NA Plumbing under slab 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 I 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 ���� � r �� 50 P.S.I for 15 minutes /�\ 7- '� vel Insulation/ Residential Check!Commercial Check` / ��� Window Sealing Tyvek or Similar Exterior Sealant ��Z Proper Vent, Attic Vent Door I Window Sealed (No Insulation) 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 1" Y\c.k. \ 4116161 Office No. (518) 761-8256 ,, CD d).1,-)n Framing / Firestopping Inspection Report Inspection request received: \\c._) Name: 1\ACA.S.e.n Inspected on: 317-1 t5 Location: �l ky- pY1 c.)1/ Arrive: Permit No.: l 2 - rD o 0 _ Inspector's Initials: ��' TYPE OF STRUCTURE: Y N 1 NSA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C, l � Headroom 6 ft.8 in. j�'� '( � -, 4, Jene-4 Stairwells 36 in.or more 11 ` 4°6 Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I 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 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 .; y.,n Penetration sealed J 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 ‘,Q, Awl Office No. (518)761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received: 12-42J\ ?-OAl; Name: ' ' tC,iaW1 Inspected on: 12-12L(WAS Location: i\ W Arrive: i . ._ 9.m. Permit No.: 15k_ C Inspector's Initials: Type of Structure: 5F COMMENTS Y NA Plumbing under slab AI 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 r. in/ nt A. ead %\f/t/ 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure T: er supply Piping Ai' Head 0 P.S.I for 15 minutes Insulation I Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door!Window Sealed (No Insulation) 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 PAONE ARCHITECTURE, P.C. INTERIOR DESIGN • CONSULTING 547 ROUTE 9P, SARATOGA SPRINGS, NY 12866 518-580-0017 FAX 518-580-0018 WWW.PAONEARCHITECTURE.COM JANUARY 21, 2014 TOWN OF QUEENSBURY BUILDING DEPARTMENT ATTN: JOHN OBRIEN 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: MASON RESIDENCE HERON HOLLOW ROAD QUEENSBURY, NY 12804 JOHN OBRIEN: I STOPPED BY THE MASON RESIDENCE YESTERDAY, JANUARY 20TH AND REVIEWED THE COMPLETED ROUGH FRAMING TO DATE WITH JIM MASON OF SUNSOVAL. AT THIS POINT, WE ARE COMFORTABLE WITH THE WORK COMPLETED AND ITS CONFORMANCE TO THE CONSTRUCTION DOCUMENTS OUR OFFICE PREPARED FOR THIS PROJECT. IF YOU HAVE ANY QUESTIONS OR COMMENTS, PLEASE CONTACT OUR OFFICE. REGARDS, PAONE ARCHITECTURE, P.C. BY: /i4P---- NAME: JOSEPH A. PAONE, RA PROJECT ARCHITECT Town Qf Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: .r�• Name: t\ 4=1.h1"36 Inspected on: — Aa Location: Arrive: Permit No.: 1, Z 51s)� Vir Inspectors Initials: _ r TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I 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 '/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 1 Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing ! Firestopping Inspection Report PAONE ARCHITECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 ROUTE 9P, SARATOGA SPRINGS, NY 12866 518-580-0017 FAX 518-580-0018 WWW.PAONEARCHITECTURE.COM JANUARY 21,2014 TOWN OF QUEENSBURY BUILDING DEPARTMENT ATTN: JOHN OBRIEN 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: MASON RESIDENCE HERON HOLLOW ROAD QUEENSBURY, NY 12804 JOHN OBRIEN: I STOPPED BY THE MASON RESIDENCE YESTERDAY, JANUARY 20TH AND REVIEWED THE COMPLETED ROUGH FRAMING TO DATE WITH JIM MASON OF SUNSOVAL. AT THIS POINT, WE ARE COMFORTABLE WITH THE WORK COMPLETED AND ITS CONFORMANCE TO THE CONSTRUCTION DOCUMENTS OUR OFFICE PREPARED FOR THIS PROJECT. IF YOU HAVE ANY QUESTIONS OR COMMENTS, PLEASE CONTACT OUR OFFICE. REGARDS, PAONE ARCHITECTURE, P.C. BY: NAME:JOSEPH A. PAONE,RA PROJECT ARCHITECT Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: " , A Location: \ \ !-�EVotJ NPS- ) Arrive: Altar O '.m. Permit No.: 1 2_,—.5(cp Inspector's Initials: —/7� TYPE OF STRUCTURE: R F Fl V)0 I P►l_TR (2,47-( 1 tZ 4—) Y N NIA COMMENTS: Attic Access 22"x 30"minimum REV() -\-- Jack EV)Jack Studs!Headers 'Yelp 0_ d1 , N1U9<FCMCec6 Truss Specification Provided Bracing I 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 '/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 ►- a saration 1,2,3 hour 'r,-""wall 2,-3,4 hour r Firestopping ,.[;)tAc ��7 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 C) \-\6V-AE_. PO b Framing ! Firestopping Inspection Report \ ' 1\-)A) \1 \t'tiElk c�\kms= t C-31 CY.j L Queensbury Building & Code Enforcement - Residentia =1 inspection Office No. (518) 761-8256 Arrive: 9 3Da ,/pm D-part: d- m Date Inspection request received: Inspector's Initials: A, NAME: t`'1k)t. PER I ' #: 1275-(Op LOCATION: \ \ e-ROLJf)tel Cell_ RD DA : 1—2-H}--Ili TYPE OF STRUCTURE: c�Z .(' 2 T 1 t�t� -�C—"t�4 ?c c- . Comments: Yes No N/A 4" Building Number Address visible from road 'T-E--N1? C-tc cO R Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 'EV- 1 5-V-.‘ F\Wil- F u 3 inch Plumbing Vent through roof minimum 18 inches � � ��� �L�OR Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Gc - cE RV-- \ Guard at stairwell at 34 inches or more n0011-100 P Guard at deck, porches 36 inches or moreA R-r O -- Handrail Termination at Newell Post or Wall )1c=7�"e_G-T Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant --/,' ,P Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ _ 6vC3M\\ JL-`-{N,M � Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches k'St)i LA- ?Li �� Bathroom/Kitchen watertight / �L \A__. \ \Dt.J DF W-010— Safety glazing/Window in stairwells safety glazing �/ Interior Smoke Detectors/Carbon Monoxide Detectors / a-�a C �'1 Every level: Every Bedroom: / - '�1 i E LI— every bedroom area: I �/ 1,\T E- a--C1 ci V t-\ nterter Co Connected: Battery backup: �J 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 j/ -- Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification V-T iso J TO S-W-- F 1 s+. Floor truss,draft stopping finished basement 1,000 sq.ft. E-I-- cZe_ 1-e-A-A? COa j-I Emergency egress below grade '--------- -_-____ -______ ..., Gas -- Gas Fumace shut-off within 30 feet or within line of site — KE—E_( TO PRM V-S-6 Oil Furnace shut-off at entrance to furnace area e C)ik T t 'Cx\ Furnace/Hot Water Heater operating ,'7 Low water shut-off boilerO�1 � Relief Valve(s)installed/Heat Trap/Water Temp 110 lk COI -c1 rJ O Enclosed Stairs Sheetrock Underside minimum%"Gypsum V1�i t- C-DI ;'►1 L 'FRo t- . Ft RST Basement_stairs closed rise>4 inches TO b' E:wop 'F(xh PO[)t Garage Floor Pitched PAZi c Garage fireproofing/3/4 hour fire door/door closer Gas Logs Logs in Sealed or Glass Enclosure E_4 C r 1 L-- - ' Final Electrical; Energy Saving Light Bulbs 50% d \bT, 7_ 0, ,t_t„Z Final Survey Plot Plan ij E En 1 \ kQ SV Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles 0,t3�� �!e �� Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Db00V-__A co -C, -\3.\ Site Plan /Variance required 7 Flood Plain Certification e • Pdp PEP, 10-15 QabS rr� Okay to issue C/C o !O. Tempora r /Permanent] C-DcE L:\Building&Codes Forms\Building&Codesllnspection Forms1Residential 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 Office No. (518) 761-8256 10',, O Af\ Framing I Firestopping Inspection Report Inspection request received: Name: —�c> ktPi�jc tt Inspected on: 1 —Z Location: k 1-kcSZ_c _1_Qcsa CaO Arrive: • / �,.. 4.m. Permit No.: 1 Z — 5-(op Inspector's Initials: TYPE OF STRUCTURE: �� A (�n AL i ER Q YV N N/A COMMENTS: Framing uJt-1y�- � � At)711 , Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided / Bracing!Bridging ti// Joist hangers r// Jack Posts I 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 I Holes!Bearing Walls 7 ui~n TOC 1 AO 13E1 AD 6 Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses 1-)DEN E (��t�- \�( F"uc)p?.._ Anchor Bolts 6 ft.orless center cJ D`b-v- FOS Ice and water shield eldld 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) 1 5.7 sf above/below grade 5.0 sf grade / t E \(‘t bt3 Design Professional Sign-off,if required C— �vcL�) e M ' - TF Q J .6 6 Q s ,Q.)G. Framing / Firestopping Inspection Report j )-) Rough Plumbing / Insulation Inspe ' i n : • ' art �Z _ Office No. (518) 761-8256 Date Inspection r•quest :f'eiv• :. Queensbury Building & Code Enforcement Arrive: ` . i' a ' 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: \A PERMIT ': / - S7,70 LOCATION: / -17zitica' INSPECT : TYPE OF STRUCTURE: Y N N/A J �i1 cry- Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes_ Insulation / ntial Chek4Cemmercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door / Window Sealed (No Insulation) 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 COMMENTS: Rough Plumbing Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement Z-- %C'U3 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: UO 1-\'1:.) ' K Inspected on: 3 i Location: 1 1 \-kEAZEti \--NLLL RV) Arrive: ;%( a. !p � 'Permit No.: k 2 —5(ob Inspector's Initials: TYPE OF STRUCTURE: Q��G A C>C� 'PtC_Tt Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum 1./c/ Jack Studs 1 Headers Truss Specification Provided — �y , 1; Bracing!Bridging b \ ` % Joist hangers Jack Posts!Main Beams n Exterior sheeting nailed properly r�, . \L 1J�� v'ac\�; .. \-j {,: \F`\ 12"O.C. Headroom 6 ft.8 in. ✓ t�1-L ` . Stairwells 36 in.or more , Exterior Deck Bracing Headroom 6 ft.8 in. Notches 1 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 Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall F e separation 1,2,3 hour a l 2,3,4 hour t E' st pin ,3Jci �1�-,, Penetrated 16 inch insulation in cavity min. Garage Fire Separation House side''%inch or 518 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 of Queensbury Building & Code Enforcement LC) P d— VD— No. (518) 761-8256 Framing I Firestopping Inspection Report ispection request received: Name: V\ N' && c,(1 Inspected on: Y t 1 Location: /7 4%,€)—.01\4e160--4b1-i' Arrive: C I/A a.m •.m. Permit No.: / a - sivo Inspector's Initials: TYPE OF STRUCTURE: .A' V)Pt e:-c-\ ‘-co Y N NIA COMMENTS: wing Attic Access 22"x 30"minimum / l ,--, Jack Studs I Headers J `A�A� EC. Truss Specification Provided �E c�O ElP�o�J Bracing I Bridging F ALV) \ 5P -r\o Joist hangers ✓/ Jack Posts/Main BeamsExterior 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 tV k7 \'.J±Cr�IN't p L) Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center "' F\ -Ej\oW Ice and water shield 24 inches from wall CES Fire separation 1,2,3 hour (� Fire wall ,3,4 hour C 'irf3VE_J `tJ� ing Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side I/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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ/• e; 1: Queensbury Building & Code Enforcement Arrive: • `: 1 o 742 Bay Road, Queensbury, NY 12804 Inspector's Initials nii NAME: RN QSv►'1 PERMIT#• c)- LOCATION: LOCATION: G1 4-J- 27t-ten tot-c)nn � ff ff INSPECT Z. —11 j� TYPE OF STRUCTURE: La 5 Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place Z Jp 11/2 inch minimum Drain Size > ��� Washing Machine Drain 2 inch minimum Q Cleanout every 100 feet/change of direction Pressure Test • 7/ Dr. / ent ead V P.S.I. for 10 ft. above highest connection for 15 minutes ;/ Pressure Test ✓/ • •r S i ply Piping A ead I P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) 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 COMMENTS: Rough Plumhing_Insulation Inspection_02 05 13 Foundation Inspection Report -_-?,c Office No.(518)761-8256 Date Ins tioarerlue re• ' e Queensbury Building&Code Enforcement Arrive: '40: , .m Depart: a_'-‘4071) 742 Bay Rd.,Queensbury,NY 12804 Inspector's initials. Alp NAME: 4)C) -IC.) ' RMIT#: \ Z_.-E) AICD LOCATION: I i kEQC,h, \---%\__\__ R) INSPECT ON: 1 Z— ab —1 3 TYPE OF STRUCTURE: Comments eI/Footings Y N N/A Piers 4onolithic 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: 2 inch width 6 inches above footing V6 mil poly for wet areas under slab Backfill Approval y Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- VD Z" C-c 4 '\ FLcc Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report -obsibzw,,) Office No. (518)761-8256 Date Inspection requyilf ed. Queensbury Building&Code Enforcement Arrive: 3- C': ,,, � — D epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: A MQSt)t P. ' T#: D.' ) LOCATION: 4-1 .Qin- r,/1 0 ) &34 INSPECT ON: TYPE OF STRUCTURE: r _3 Comments Y NI N/A Footings PiersY1( Monolithic Slab Reinforcement in Place / The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 nail 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\1nspectfon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 3 ' 50 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ=0-ive'.- Queensbury Building&Code Enforcement Arrive: '.'-.y l: ii,` , 9epart: - 1-,: : fp� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: of. ,, • NAME: H R P'RMIT#: \7_--, ((0(7) LOCATION: 1 \ \-\E NO \--v-)1 tt R\) INSPECT ON: 1 Z— 1?,---1 -5 TYPE OF STRUCTURE: _ Comments 3\'C° L7 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 Ni Foundation Dampproofmg :7 oundation Waterproofing ooting Drain Daylight or Sump Footing Drain Stone: 7 ,, / ;' 2 inch width / /' 6 inches above footing ✓ / 6 mil poly for wet areas under slab ackfili 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 & ec1,, Foundation Inspection Report Office No.(518)761-8256 Date InsRectiojl requ>. 1! : : a .40 _ Queensbury Building&Code Enforcement Arrive: /'^ : ."p F Depart: P:ripm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial:. I NAME: V D \v• � r N(G� PRMIT#: (aL 3.---bU LOCATION: I I eIb.. INSPECT ON: TYPE OF STRUCTURE: 66 r/ 4C Comment:! Y N ti/A. Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 1C) 6� for 48 hours following the placement \ of the concrete. \ mals fbr this pnr.,pse on site. / �undation/Wallpour Reinforcement in Place 1 Footing Dowels or Keyway in place V Foundation Dampproofmg Foundation Waterproofmg 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 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 6 Foundation Inspection Report Office No.(518)761-8256 Date Inspection :. •s440 i -d: Queensbury Building&Code Enforcement Arrive: ,,'�10' . Depart: ;i : 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: s: I,�► NAME: l ` PERMIT#: LOCATION: // j-1 .t r1.712A �{-,g.Q(%,A) INSPECT ON: ` /„�-5'13 TYPE OF STRUCTURE: Continents Y N N/A Footings / Piers `l Monolithic Slab - rt Reinforcement in Place The contractor is responsible for - - ' providing protection from freezing I v` for 48 hours following the placement of the concrete.Materials for this purpose on site.?7 Foundation/Wallpour W`' u>\.\ L6r; 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 IIPAONE ARCHITECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 ROUTE 9P, SARATOGA SPRINGS,NY 12866 518-580-0017 FAX 518-580-0018 WWW.PAONEARCI-IITECTURE.COM DECEMBER 5, 2013 TOWN OF QUEENSBURY BUILDING DEPARTMENT A7TN:JOI-IN OBRIEN 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: MASON RESIDENCE HERON HOLLOW ROAD QUEENSBURY, NY 12804 JOHN: THE CONTRACTOR, ON THE ABOVE MENTIONED PROJECT, HAS REQUESTED 10 'WET SET' THE FOOTING HOOK BAR/BENT REINFORCING. PAONE ARCHITECTURE HAS NO ISSUE WITH THIS, AS LONG AS WHEN PLACED, THE DOWELS ARE CENTERED IN THE FOOTINGS/FOUNDATION WALL AND ALLOW FOR REQUIRED CLEARANCES AT FACES OF WALLS AS NOTED IN THE DRAWINGS. THANK YOU FOR YOUR TIME AND AS ALWAYS,PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PAONE ARCHITECTURE, P.C. BY: NAME:JOSEPH A. PAONE, RA TITLE: PROJECT ARCHITECT 01=3C) Foundation Inspection Report Office No.(518)761-8256 Date Inspection qt r= iv• 4 Queensbury Building&Code Enforcement Arrive: tr. Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: � Ol� P: ' t T#: \ Z— c ) LOCATION: i - a C, SPECT ON: 1 ( — 14— TYPE OF STRUCTURE: Comments N N/A Footings v o t i -V 14) Rn LbCNiqt. Piers Monolithic Slab Z — 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 \ 5\O 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