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2014-446 ,,1r ` TOWN OF QUEENSBURY Iwo742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140446 Date Issued: Thursday, December 11, 2014 This is to certify that work requested to be done as shown by Permit Number P20140446 has been completed. Location: 331 HAVILAND Rd Tax Map Number: 523400-290-014-0001-014-000-0000 Owner: JUDITH GEALT Applicant: JUDITH GEALT This structure may be occupied as a: Shed/ Storage Sheds By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property c3esvA, 415tas 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 ` 1 742 Bay Road,Queensburx,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140446 Application Number: A20140446 Tax Map No: 523400-290-014-0001-014-000-0000 Permission is hereby granted to: JUDITH GEALT For property located at: 331 HAVILAND 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: JUDITH GEALT Shed/Storage Sheds $20,000.00 331 HAVILAND Rd Total Value QUEENSBURY NY 12804-0000 $20,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency WASHBURN CONSTRUCTION BRIAN WASHBURN 793-5072 78 FEEDER DAM RD SOUTH GLENS FALLS.NY 12803 Plans&Specifications 2014-446 Shed/POLE BARN 960 sq.ft. $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 26, 2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o ue bury; ji Ind S•ptember 26,2014 SIGNED BY G' 6�j/ 1/ for the Town of Queensbury. Director of Building&Co e Enfol%•ement Town of Queensbury Building & Codes• "office use only I ir 'I LL; �(.n LLQ', L Vice !fi I Received: ACCESSORY STRUCTURE'APPLICATION— i., I) , A permit must be obtained beore lieginningrionstnictib1Q1t} ` Tax Map ID: �, J CO , / (-f y 1 1} LL Permit No.: 1 g o, 0109-9 y (p For any structure other than residential principal structure(house).to include,but! Permit Fee: / not limited to: garage, shed, dock deck,rcarport;pole bam,.greenhouse etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory=Structures'=Sheds/Fences Date Q(16 'Zig 1114 /i Applicant r � pq; Tax Map ID Address �V/i / �l /Via Y/aac/ al Zoning Oaeits bukr MY /ago? Phone 5/g Z3Z —Oo3Z Owner ucit 6ea( F f3rkac&6 i."in hi , �/� ,r ContractorlAgent l.Jac�.b1,v,., ,,//� Sfw�l'toti Address 3 3 a c4y1AsJ AveC,_' Address /7 WOct/ land 17r.v-0 OuQRns bun* me /`"-�7 Gavrs.e v -+- Ake /2_8 3 / Phone S73 23Z -ao3Z Phone ot/ ( / 6/e - 6o aysz( OrraL,) Contact Person for Building&Code Compliance: B r 1 a e1 O)QSh'4)Dory Day Phone: k60 -02$/J 2 Building Street Address: 531 Wel yr /ant live ( oe _s ry...„ All / 2g U V Subdivision Name: /r� Lot#: Historic Site: _Yes.2Glo Estimated cost of construction: $ OYJ,OCX> / 4 Are there any other accessory structures on property? If yes,please list: ,t/�ise 2c K Zo lit j vc" `Sc R Type of Construction: Check all that apply Please indicate measurements as required below 1&Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck - Deck Detached Garage(#of cars ) Dock ole Ba 0610-e- — in()sr /6 A- -Open r "Porch-3 season, Covered,Enclosed Shed Other Accessory Structure(s) "Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. rTown of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 J Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: B< am/pm Date Inspection request received: Inspector's Initials: __ NAME: ;f 1.� PERMIT 26A -4AG LOCATION: k +¢Y Ltt 3�� DATE /2_f 1.C_J t 4 '- TYPE OF STRUCTUR : 7 Comments: Yes No N/A_ 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 Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs, decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: _ Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch arr=cs, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum BasementeFstairs dosed rise>4 inches Garage Floor itched - cRgeq L- Gara e fire roofing/%hour fire door/door closer qs ini aled or Glass g Light Enclosure _ in��I Eledri , Energy Saving Light Bulbs 50% FinaTSurvey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles I�Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary!Permanent] L:\Building&Codes Forms1Building&Codesllnspeclion Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 • JM 1`r r: ! • Inspector's No. Date Ia-! 1 20 / _f COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. (Consulting and Fire Inspection Services) (Incorporated in the states of New York, Pennsylvania, and West Virginia) Desiring Certification of Approval,application is made for inspection of electrical installation in the premises described below.On demand,applicant agrees to pay for inspection service in accord with schedule of charges. PLEASE PRINT Owner v +3 ur 'ra Type Building:Dwelling Other (please specify} /-- :- -.3 -- t Job Location 331 !l '-_ a +nci r2OQv VcnShvey State '`)f City County Lt/.a A A:.... Permit From Permit# ivf/C# Swimming Pool:Inground Aboveground Bonding Date Application For Rough Wiring 0 Fixtures © Service 0 or Work-New El Additional❑ Bldg.-New❑ Old❑ Ready for Inspection APPLICANTS MONATURE UC /1 PLEASE PRrUNAAIE wiae. iscuCflou inaa®s NAME OF OFFICE v nnr OW STATE ZIP 1000E BE ® J03 SPACE BELOW FOR USE OF INSPECTORS ONLY 1 Snitches ` ts. Water Heater Service Equipt 3 Receptacles . kit Pump Service Equipt /R GFCI Recept Paddle Fan Panel AMP Recept Paddle Fan/Light Dryer Rec .4/ Lige Vent Fan Washer Rec Lige Air Conditioner Dishwasher Rec. Smqke Detectors AFCI Breaker Microwave Rec Smoke/CO Detectors GFCI Breaker Garbage Disp Rec Inspector's Comments: ;: f . Inspt for For Certificatl!e� Job Notes RO3Q'MIJMBLO Electrical Inspector • 1 State Street Glens Falls, NY 12801 (518) 798-0905 1 4 Installed By(if other than applicant): ., - ti OFFICE USE ONLY } WORK INSPECTED NOTIFIED REPOR' 9 FEE PAID TED 0 O . SERVICE DATE CON_ TOTAL $ � in -, Date Received: TRACTOR 1# R.W.DATE ix. CHECK Na - FINAL DATE i ., I OCCUPANT CREDIT CARD Certificate No.: CERTIFICATE NEEDED AGENT -' CASH Date Sent: ', ' DYES ODUP - . . >. LT..CELED. CHARGE INSPECTOR RNAL FEE PROGRESS FEE THIS APPLICATION EXPIRES ONE YEAR FROM DATE MAKE ALL FEES PAYABLE TO C.E.LS.INC. \d.I.29"4 (-, COMLMONWEALTFt ELECTRICAL INSPECTION SERVICE,INC. :. DoeRoad-Main Office 176 Run Manheim,PA 17515 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL • Permit No. J '21-0YY6 Cert. 85606 Cut-inCard'No. Owner e2.Q.9. %t 1 C_C.R..S..-X • Location 3.$..1....4WA!✓I ss4'!-.0.1AD Qtl.=z.Dof la cit _'. Installation Consisting of....f.3e4......it t 3.-A.rCr-.-..L-k.G4;1.14.4i. `I.SS . rJ . � • Installed By......Q.....CrE,tl.f..T• Lie.No. .. The conditions following governed the issuance of this certificate,and any certificate previously issued is i. • • . 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 hove the privilege of making inspections at any time, and if its �� . rules are violated,the Company shall have the right to revoke this certificate. : • Date i..a,::11.7.0 INSPECTOR._,C3. • . Member N.F.PA.,IA.E.I. ' L0 3DCd O1HNII l NOH 489186L 6ULI PIOZ/6i/ZI LOO'd 48S 186t Ob:OI PIOZ161.21 awlilale0 XS r ti Queensbury Building & Code Enforcement - Residential Final Inspection Arrive: /D Office No. (518) 761 8256 ry Date Inspection Arrive: am/p�_r_____ep�art: /pm request received: Inspector's Initials: f NAME: A-e ail t' PERMIT#: ��G Iy— ' 4 LOCATION: 3 31 4.{ jib m n� DATE: /J -i 41-14/ TYPE OF STRUCTURE neer 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 % r� � {` Roof Complete/Exterior Finish Complete S Platform at all exterior doors -, f' /'C7'-). V Handrail 4 or more risers 1� Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: _ Every Bedroom: _ Outside every bedroom area: _ Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/Vss hour fire door/door closer Gas Logs in Sealed or Glass Enclosure r� E [ Final Electrical; Energy Saving Light Bulbs 50% 0 111��, Final Survey Plot Plan fl„Vf� ^ ZD-Pc - v��Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker c........— Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C l 0[Temporary/Permanent] L:1Building&Codes FormsBBuilding&Codes Inspection FornslResidential Final Inspection Form_revised 100405.doc; Revised January 7,2008;Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 hu rs �'1v Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:/_ ,am/pm 742 Bay Rd., Queensbury,��1NY 12804 Inspector's Initials- U NAME: ^C Q.i "f- PERMIT#: y Lo LOCATION: 3 3 / 4t Q,v-FVlancp INSPECT ON: /0‘- l TYPE OF STRUCTURE: S h F a Comments mss 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 ` v5 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 12/18/2013 2:44:00 PM 1 2014 ! � . , � � \ � p � \ i � R qX7 64, po(,- TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the pians arid specif'cations are in full compliance with the Building Codes of New York State. 7°°P,01f if OI i- �YJe��4il /h a wig �n e v a�A� IPI LEFT ELEVATION I SI 1 LI i,'? It I'll N 7 II .i iii! !1 I i I I it I I 11 III I I II l Ili I i t' n I ': 1 - I I. 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" BEARING TYP. , �8 1.9E GABLES, & o -- MIICROLLAM HEADER iSEPERATION 1 BETWEEN SHOP I I I & STORAGE AREA 2X6 DIAGONAL WIND BRACE �D iw w � x 2X6 BACKER.STUll o rnWco 2X8 WIND0W JACK STUD O o w A 2X6 1 - co /flq� (� j�� g X 2 VERTICLE BLOCKING cc 04S ORAD J i IAEA zwV)Qoa pq a 5 SHOP I 4" COMPACTED GRAI�EL BASE E z v 4" CONC. SLAB (GONG. SLAB OPT ONAL) o z a � w a IHAUNCHED OVER x Q w x 'W I COMPACTED SOIL o o (FILL OPTIONAL) 1 1 DC o a 2X4 WALL PURLIN 24 "OC p r I I �X8 DOOR JACK STUD I ( I I ILiu 0 f METAL RIBBED SIDING I 2X8 DOOR JACK STUD W-11 1/4" R.O. 4 1/4 i 10'-0" 40'-0" FLOOR PLAN SCALE 3/8"=1'-0" IF THE ROOF LOADING IN AREA DIFFERS FROM THE SPECIFICATIONS, PLEASE A YOUR CURTIS LUMBER SAL PERSON IMMEDIATELY. PRE-ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF LOADS OF: 60 PSF GROUND SNOW LOAD ® 48' 5 PSF TOP CORD DEAD LOAD 2 PSF BOTTOM CORD DEAD LOAD 90 MPH WIND LOAD NOTE: 1. NO ATTIC STORAGE ALLOWED TRUSSES. 2. TRUSSES DESIGNED FOR ME] ROOFING ONLY. A REDESIGN IS REQUIRED FOR ANY OTHER TYP OF ROOFING. CROSS SECTION SCALE 1/4"=I' -o" F 40'-0" 9'-7 3/4" 4 1/4" 4 1/4° 9'7 3/4" 10'-0" 10'-0" ------------ 'j 74 I I PROPOSED ROOF LINE --� 2._1 1/ " I-10 1/2" 21.0" 21.0" 2 p" 2'-w 2._0" 2._0" 2.-o" 2.0" 2._p. 2'_0" 2'_p" 2'-0" 2.0" 2.0" 2' _p. 21-0 p" 2 9'-7 3/4" 4 1/4" 4 1/4" 9'-7 3/4" 10'-0" 101-011 ----------- --------------------- ----- ------------ F I I I � I PROPOSED ROOF LINE_ z 0 2 0 2 0 2 0 2 0 91 0 2 0 2 0 2 0 2 0 2 0" z• O" 2' 0" 2• 0" 2'-0" 2'-D" 2'-0" 2'-0" 1'-10 1/z" 1 2'-1 1/2"I 2X8 WINDOW 2-1 3//4"XII 7/8" 1.9E I FRAIIING NAIL 2X8 READER MICBOLI�M HEADER 2X0 DIAGONAL WIND I - - I TO INSIDE OF BRACE W/ 2X0 BLOCKING HORIZONTAL END ROOF TRUSS 2X1O HEADER VERTICLE RIBBED ST -EE �fDfNG 7-(--Rl i bt)� E 8'-1 1/4" 2X4 HORTIZONTAL END TRUSS WALL PURLIN ® 24" OC TYP. -\ PROPOSED ROOF ----\\ TREATED POST RIGH 8'-1 '1/4" 2X4 HORTIZONTAL END TRUSS: WALL PURLIN 0 24" OC TYP. PROPOSED ROOF ---------------------i 2X4 PURLIN --� �� BLOCKING FOLLOW 2-1 3 4"'X11 7 e- 1.UG HICRO LAD! HF. ERNAILED NAILED TO EACH LEA' WALL FRAMING. SCALE:''1 4"=1'-0" I I I - WALL PURLIN TYP. TO EASH)E 24,_0„ 2X6 DIAGONAL WIND BRACE W/ 2X8 BLOCKING I i - I I 2X8 WINDOW FRAMING NAIL TO HORIZONTAL INSIDE W.ALL DUBLIN TYP. LAYOUT ABOVE I o I OF POST eM 2X8 HEADER 2-2X8 O.H. DOOR BANGEI: tu'-e" ONAL WIND BIRCHING FOLLORHEADER/TRACK LAYOUT ABOVE NAILED TO EACR END WALL DETAIL 2X4 HORIZONTAL I O BRACE W/ 2X8 BLOCKING 6X8 TREATED: POST SIDE OF POSTI — — o WALL PURLINS 2X6 TRUSS NAILER NAILER BLOCKINGSFOLLOW O p I 2X8 HEADER PLATE "' 2X4 HORIZONTAL WALL PURLIN 0 24" OC I LAYOUT ABOVE I P4 2X8 TREATED BLOCKING FOLLOW WALL PURLINS ® 24" OC "4X- 0 TRII POST 2X8 TREATED $KTRT. BOARD T y JACK STUD PURLIN O 1 LAYOUT ABOVE O I • 2X8 DIAGONALflIND BRACE W/ 2X8 BLOCKING. 6X8 TREATED BEARING POST I 1 2X8 WINDOW BUCK I T/0 COMPACTED GRAVEL ' u ;I 2X8 TREATED BOARD , " 2X8 TREATED DOOR BUCKN ID FLUSH TO OUTSIDE EDGE 0 8X0 TREATED POST HORIZONTAL WALL PURLIN T I- O I I p OR OPTIONAL SLAB. ;... 4SKIRT 8 1/2" 8'11 1/4" R.O. u FRONT WALL FRAMING SCALE: 1/4"=1'-0" iw 40'-0" 9'-7 3/4" 4 1/4" 4 1/4" 9'-7 3/4" 10'-0" 101-011 ----------- --------------------- ----- ------------ F I I I � I PROPOSED ROOF LINE_ z 0 2 0 2 0 2 0 2 0 91 0 2 0 2 0 2 0 2 0 2 0" z• O" 2' 0" 2• 0" 2'-0" 2'-D" 2'-0" 2'-0" 1'-10 1/z" 1 2'-1 1/2"I 2X8 WINDOW 2-1 3//4"XII 7/8" 1.9E I FRAIIING NAIL 2X8 READER MICBOLI�M HEADER 2X0 DIAGONAL WIND I - - I TO INSIDE OF BRACE W/ 2X0 BLOCKING HORIZONTAL END ROOF TRUSS 2X1O HEADER VERTICLE RIBBED ST -EE �fDfNG 7-(--Rl i bt)� E 8'-1 1/4" 2X4 HORTIZONTAL END TRUSS WALL PURLIN ® 24" OC TYP. -\ PROPOSED ROOF ----\\ TREATED POST RIGH 8'-1 '1/4" 2X4 HORTIZONTAL END TRUSS: WALL PURLIN 0 24" OC TYP. PROPOSED ROOF ---------------------i 2X8 TREATED BUCK DOOR JAMB OUTSWING FLUSH STEEL DOOR BRICKMOULD CASING 19X7 OHD PANEL W/ HARDWARE DOOR STOP 2X8 TREATED BUCK DOOR JAMB BRICKMOULD CASING 8X8 TREATED BEARING POST I , 2X0 TREATED I SKIRT BOARD REAR WALL FRAMIING SCALE: 1/4"=I' -O" 4X6 TREATED POST 2X4 HORIZONTAL WALL PURLIN SERVICE DOOR _v\ j JAMIE DETAIL VERTICLE I2B1} RIEEL"SiBING J CHANNEL Y 2X6 OHD TRACK NAILER NO SCALE / 6X6 TREATED POST 2X4 HORIZONTAL WALL PURLIN OVERHEAD DOOR VERTICLE I413BEB-STEEL-304NG JAMB q� J CHANNEL 1 � e1 AMB DETAIL NO S 6X6 TREATED POST 24'-0" 7'-9 1/2" 1-2z1U HEADER - 2X8 DIAGONAL WIND BRACE W/ 2X8 BLACKING 2X4 HORIZONTAL WALL PURLIN 0 24" OC 4X8 TREATED POST 2.X8 TREATED SKIRT BOARD 8'-1 l/4" ------ 7/1-�\7-a - TIT, FRAMING 8X8 TREATED 24'-0" 7'-9 1/2" 8'-1 1/4" 4"=1'-0" bb I I BLOCKING FOLLOW NAILED TO EACH LEA' WALL FRAMING. SCALE:''1 4"=1'-0" I I I - WALL PURLIN TYP. 24,_0„ 2X6 DIAGONAL WIND BRACE W/ 2X8 BLOCKING I i - I I 2X8 WINDOW FRAMING NAIL TO HORIZONTAL INSIDE W.ALL DUBLIN TYP. LAYOUT ABOVE I o I SIDE OF POST tu'-e" GABLE END WALL DETAIL 6X8 TREATED P031' I O 4'-0 1/4" 6X8 TREATED: POST IF— II — — o 2X8 WONDOW BUCK NAILED FLUSH To OUTSIDE EDGE OF HORIZONTAL WALL PURLIN TYP. 2X6 TRUSS NAILER 2X4 HORIZONTAL I "' 2X4 HORIZONTAL WALL PURLIN 0 24" OC WINDOW 2X4 HORIZONTAL I I BLOCKING FOLLOW WALL PURLINS ® 24" OC "4X- 0 TRII POST 2X8 TREATED $KTRT. BOARD T y I2X6 BUCK NAILED PURLIN O 1 LAYOUT ABOVE • 2X8 DIAGONALflIND BRACE W/ 2X8 BLOCKING. I I 2X6 WINDOW FRAME I OUTSIDE EDGE 2X8 WINDOW BUCK ' u ;I 8X8 TREATED PO , " 2X8 TREATED DOOR BUCKN ID FLUSH TO OUTSIDE EDGE 0 8X0 TREATED POST HORIZONTAL WALL PURLIN T I- O I I p OF HORIZONTAL- ;... u 'y WALL PURLIN TYP. iw .. - - -- .� 4' -IA 7/8' 2 10 1/8" ti 2X4 EWRIZONTAL WALL PURLIN 0 24" OC . 2X8 TREATED BUCK DOOR JAMB OUTSWING FLUSH STEEL DOOR BRICKMOULD CASING 19X7 OHD PANEL W/ HARDWARE DOOR STOP 2X8 TREATED BUCK DOOR JAMB BRICKMOULD CASING 8X8 TREATED BEARING POST I , 2X0 TREATED I SKIRT BOARD REAR WALL FRAMIING SCALE: 1/4"=I' -O" 4X6 TREATED POST 2X4 HORIZONTAL WALL PURLIN SERVICE DOOR _v\ j JAMIE DETAIL VERTICLE I2B1} RIEEL"SiBING J CHANNEL Y 2X6 OHD TRACK NAILER NO SCALE / 6X6 TREATED POST 2X4 HORIZONTAL WALL PURLIN OVERHEAD DOOR VERTICLE I413BEB-STEEL-304NG JAMB q� J CHANNEL 1 � e1 AMB DETAIL NO S 6X6 TREATED POST 24'-0" 7'-9 1/2" 1-2z1U HEADER - 2X8 DIAGONAL WIND BRACE W/ 2X8 BLACKING 2X4 HORIZONTAL WALL PURLIN 0 24" OC 4X8 TREATED POST 2.X8 TREATED SKIRT BOARD 8'-1 l/4" ------ 7/1-�\7-a - TIT, FRAMING 8X8 TREATED 24'-0" 7'-9 1/2" 8'-1 1/4" 4"=1'-0" bb I I LEA' WALL FRAMING. SCALE:''1 4"=1'-0" I I 24,_0„ 2X6 DIAGONAL WIND BRACE W/ 2X8 BLOCKING I i - I I 2X8 WINDOW FRAMING NAIL TO HORIZONTAL INSIDE W.ALL DUBLIN TYP. I o I 4'-8 5/8" 3'-4 5/8" 7' 9 1/2" 8'- 1 .1/4" tu'-e" GABLE END WALL DETAIL 6X8 TREATED P031' I O 6X8 TREATED: POST IF— II — — I 2X8 WONDOW BUCK NAILED FLUSH To OUTSIDE EDGE OF HORIZONTAL WALL PURLIN TYP. I. 2X4 HORIZONTAL WALL PURLIN 0 24" OC P+ Y,% _ I-2xIO HEADER Y; -=' ---- ' "4X- 0 TRII POST 2X8 TREATED $KTRT. BOARD LEA' WALL FRAMING. SCALE:''1 4"=1'-0" 24,_0„ 4'-8 5/8" 3'-4 5/8" 7' 9 1/2" 8'- 1 .1/4" GABLE END WALL DETAIL PROPOSED ROOF DEVIL - NO SCALE = - Y,% _ I-2xIO HEADER Y; -=' ---- T y • 2X8 DIAGONALflIND BRACE W/ 2X8 BLOCKING. I I 2X6 WINDOW FRAME I 2X8 WINDOW BUCK ' u ;I 8X8 TREATED PO , " 2X8 TREATED DOOR BUCKN ID FLUSH TO OUTSIDE EDGE 0 8X0 TREATED POST HORIZONTAL WALL PURLIN T I- O I I p ;... u 'y - - -- .� 4' -IA 7/8' 2 10 1/8" ti 2X4 EWRIZONTAL WALL PURLIN 0 24" OC 2X4 HORIZONTAL WALL PURLIN 1 4X8 TREATED POST 2X6 TREATED SKIRT BOARD .. .a VINYL SINGLE VERTICLE 'I81BRI D-5PEEL-SIDING HUNG WINDOW T- HI l�ybo� �1V A FAbI®Lb WALL :FRAM�I1y G, SCALE; WIN OW JAMB I DETAIL NO SCALE 24'X40' OPEN POLE EARN Ae Scale: 1/4"=1'-0" Approved Dra vn Bv: SRF, , Date: a oe 1/3 / IVT®' Job 1 , o IZMIR! 11 Tltle; FRAMING PLANS Page: 3 ZTIS LUMBER CO®,INC. CUI MAP REFERENCE: CLEARVIEW ESTATES OWNED BY RONALD + MARY SUSAN RAYNOR DATED OCTOBER 22, 1991 LAST REVISED JUNE 7. 1993 BY NORTHEAST LAND SURVEY + LAND DEVELOPMENT CONSULTANTS. PG _ I I I I LANDS HUFF OF BARDIN i S82°22'45°E 22w 9 ... 95Z. STORAGE I 2 STORY BUILDING �"",� WOOD FRAME ^*M NOUSL �- y A5PI-IAL"f DRIVE 79.33 W %btu CJ _ } PGP,Gi1 'IRF — 21. -92' I -- LEGEND: rh', I-IAVILAND `-Q,OAI) {�`-Q,=UTILITY POLE xy,,Y _ � —_.�--� IPF® = IRON PIPE FOUND °..✓ -s CIRF ® = CAPPED IRON ROD FOUND a .✓ T LANDS N/F OF VEYSEY 4 Du /� /lU fes. Jw- S '�M✓/'�^ & ,(��� te-vesM �J�. •l^IIL IAN `/ G ✓v AP L !� rid S T �1 it - -� e T T ® r s 169 Haviland Road Queensbury New York 12804 N (518) 792-8474 New York Lia No. 50j35 A p HNNED nou ore RVETU N i E A ;.•R\'EY P LEANING M AP pEARINpANENSEpM S-011RON SEALIsA N IAPON OF SECTION ]]0 SJB-D i510N 2 OF THE 1E POPE STAFF EDJCA➢OJ LA%." ALAN,PON 15 IRCI TN C'," -OI RIS UR\fY RFEE.NP1 nN oLG AL OF TIll! All 1111 11F)" SPOILT U TO OF IES MAC cERnFICNDOFONS WmcTTE HEREONLAND SH SL SUR\EYO%VASCPREPARED IN ACCORDANCE WITH11E EE E IS N COOS OF PRACTICE FCE FCR UON SJ4KY�5 ANCUP ALLE PA n1E NEW OR5 STALE ASSOCAVOKS OF LF RUN (ONLY TO T E EERSORS SAID OM THE SURVEY SIS P PA ONLY TO TNS FERSON FOR MOM THE VPANYY 6 PREPARED, AND ON HIS BEHALF TO THE ➢RE COMPANY, GOVERNNENTRL TO AGENCY AN° LENDING iNSnP,NT°N OSTLD HEREON, AND THf0.51DI'llD �Hf LENDING IN9TITJPCNL Mao of a Survey made for 1 'i/ ��/y JUDYFRET ERGER Town of Queeaxsbury, Warren County, New York U Date M!?kCH 12, 20U4� _Scale 1'=50' ' y eq� S -1 -------- S — A _— ----_— �pC q{ �L SHEF 1 CAF 1 LG -1 l `- — ' FREIBERGER G1195 DESCRIPTION DWG. NO. 04019 N 102,802 sq.ft. ia N0. 2.36 acres N O AN M -f Ph_ iYilT PLb-r PL&N � I NAME PERSQI`IALLY MEAS MEASURED THE DISTANCE , ; � � � t , PIT _ �� 1 'E PROPERTY LINES TO THS I , POSED� �"TR CTURE(S) OR SIGi\!(S) � slGNnruae onre �1 95Z. STORAGE I 2 STORY BUILDING �"",� WOOD FRAME ^*M NOUSL �- y A5PI-IAL"f DRIVE 79.33 W %btu CJ _ } PGP,Gi1 'IRF — 21. -92' I -- LEGEND: rh', I-IAVILAND `-Q,OAI) {�`-Q,=UTILITY POLE xy,,Y _ � —_.�--� IPF® = IRON PIPE FOUND °..✓ -s CIRF ® = CAPPED IRON ROD FOUND a .✓ T LANDS N/F OF VEYSEY 4 Du /� /lU fes. Jw- S '�M✓/'�^ & ,(��� te-vesM �J�. •l^IIL IAN `/ G ✓v AP L !� rid S T �1 it - -� e T T ® r s 169 Haviland Road Queensbury New York 12804 N (518) 792-8474 New York Lia No. 50j35 A p HNNED nou ore RVETU N i E A ;.•R\'EY P LEANING M AP pEARINpANENSEpM S-011RON SEALIsA N IAPON OF SECTION ]]0 SJB-D i510N 2 OF THE 1E POPE STAFF EDJCA➢OJ LA%." ALAN,PON 15 IRCI TN C'," -OI RIS UR\fY RFEE.NP1 nN oLG AL OF TIll! All 1111 11F)" SPOILT U TO OF IES MAC cERnFICNDOFONS WmcTTE HEREONLAND SH SL SUR\EYO%VASCPREPARED IN ACCORDANCE WITH11E EE E IS N COOS OF PRACTICE FCE FCR UON SJ4KY�5 ANCUP ALLE PA n1E NEW OR5 STALE ASSOCAVOKS OF LF RUN (ONLY TO T E EERSORS SAID OM THE SURVEY SIS P PA ONLY TO TNS FERSON FOR MOM THE VPANYY 6 PREPARED, AND ON HIS BEHALF TO THE ➢RE COMPANY, GOVERNNENTRL TO AGENCY AN° LENDING iNSnP,NT°N OSTLD HEREON, AND THf0.51DI'llD �Hf LENDING IN9TITJPCNL Mao of a Survey made for 1 'i/ ��/y JUDYFRET ERGER Town of Queeaxsbury, Warren County, New York Date M!?kCH 12, 20U4� _Scale 1'=50' ' y eq� S -1 -------- S — A _— ----_— �pC q{ �L SHEF 1 CAF 1 LG -1 l `- — ' FREIBERGER G1195 DESCRIPTION DWG. NO. 04019 _ N0. DATE A_ -A A S r v .: