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2001-808 TOWN OF QUEENSBURY FiLE CP �� Q742 BayRoad, Queensbury, 12804-5902 (518) 761-8201 �v, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010808 Date Issued: Wednesday, February 20, 2002 This is to certify that work requested to be done as shown by Permit Number P20010808 has been completed. Tax Map Number: 523400-289-014-0001-014-000-0000 Location: 11 PIONEER Pt Owner: ELIZABETH LITTLE Applicant: ELIZABETH O.C. LITTLE This structure may be occupied as a: By Order of Town Board Garage - 1 Car Detached TOWN OF QUEENSBURY 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: P20010808 Application Number: A20010808 Tax Map No: 523400-289-014-0001-014-000-0000 Permission is hereby granted to: ELIZABETH O.C. LITTLE For property located at: 11 PIONEER Pt 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: RUTH B O'CONNOR Garage- 1 Car Detached 3,500.00 11 PIONEER Pt Total Value 3,500.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/ Address Electrical Inspection Agency JIM KNEESHAW NY Plans & Specifications 2001-808 ELIZEBETH O'CONNOR LITTLE 416 SQ FT 1-CAR DETACHED GARAGE AS PER APPLICATION Area Variance No. 70-2001, Approved ZBA 10/24/2001 $41.60 PERMIT FEE PAID - THIS PERMIT EXPIRES: Tuesday, October 29, 2002 (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 of Qns ury ', nday, October 29,2001 fi SIGNED BY 4 for the Town of Queensbury. Director of Building& Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development, 742 Bay Road, Queensbury,NY (518) 761-8256 A permit must be obtained before beginning construction. Permit File No. GPO 1 No inspection will be made until applicant has received a Fee Paid S valid building permit. All applicants' spaces on this Rec. Fee Paid S 0 application must be completed and must appear on the Reviewed By: \ application form. Applicant: f-i Zt 1--� Otetp,,ho,r' �i Owner: 62 e4 I& y`e,c,,,, ,L:`*T l" _ Address: Address: ,/i ,L, /z. ,/ 71 ak'xia%?ulz. Phone# ( ) - Phone# (c/�) .. 3 - 7- 7 ix,d),i _4(, r)o-aoo 1 Property Location: Lot Number: / House Number 73 / -f�k/Z Fre(ci Pct Subdivision Name: Tax Map Number: 2 g et, i Lf -1-l'I CV 'f( -I - 33. 3- ❑ New Building: residence /commercial Estimated Market Value of Construction: S 3 -s r-d_. Addition: -.� commercial ❑ Alteration: res�i�encee/ commercial If an Addition,what will use of new addition be? ❑ No change to exterior size: residence/com'l ❑ Other work(describe ) Check Occupancylnformation 1S`Floor 2nd Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling e� ❑ Two family dwelling RF l 'E I VE D ❑ Townhouse ❑ Multifamily l dwelling OCT 2 9 2001 # ❑ Office TOWN OF QUEENSBURy ❑ Mercantile BUILDFNG AND CODE ❑ Manufacturing 1 car detached garages '/(' S F. / .. ❑ 2 car detached garage ca 3 car detached garage _ l/ 4/". ❑ 2 car attached garage /(j!l/ ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure / ' feet / inches Will any second-hand or ungraded lumber be used? If so, for what? J Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: /7''/� Number of Fireplaces to be installed Number of Woodstoves to be installed ,6 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder j/ A//lsy,.r/fines %l%cti,c, 74 v''.' W.3 y' �7 3 3 G f Plumber Mason Electrician Declaration: please sign below after you have carefully 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 pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator o irector of Buying, Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all c ction. Signature: (/ .�--^------ owner,owner's agent,architect,contractor RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: _D Building Si.Code Enforcement Dept.of Community Development Arrive:s,/pm t epart A e Town of Queensbury tor's a' ":..4--- ,a 742 Bay Road Queensbury,New York 12804 Q '�F NAME �> , j/ �EJ� PERMIT#lea —i3blajor, LOCATION DATE TYPE OF STRUCTURE G a_L ei N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct V t Location ' —T Fresh Air Intake P b Vent through roof oof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 1'. in.or more / Interior Handrails stairs both sides 3 or la are risers Grade 2%away from foundation / 8"clearance to sill plate / Gas Valve shut-off exposed/regulator 18"abo e grade / Gas Furnace shut-off within 30 feet or within 1' '- of site �,/ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating ,�' Relief Valve(s)installed Headroom,6 ft.6 in.on stairs J Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more / Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected t Bathroom fans_ Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing C_" - Garage penetrations sealed Furnace in separate room protected(in garage) L. t ventilation per room afety ng 18"or le�from) `�i � final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) 1/ 9Kay to issue temp.C/O(Calif of Occupancy)_ Okay to issue permanent CIO(Certif..of Occupancy) RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: never uia$ Building&Code Enforcement Dept.of Community Development Arrive 3 amoDepart3'/5 am/prri Town of Queensbury Inspector's Initials / 742 Bay Road 2� $�g CGo )e Queensbury,New York 12804 1 dec10 J/ , /Yjo �- 7s9C �V ��-��p� NAME 1/2a /A l Gi�1fo 41/1€ PERMIT#" LOCATION i leh-ee " r0 Mir oP th 4.ck 2 DATE I—A 8" OTYPE OF STR CTURE v Kg@ �t�l� J N/A YES NO COMMENTS Chimney HeightP'B"Vent/Direct Vent Location �1 �i2�( lei4 u i1 Fresh Air Intake Plumb Vent through roof , r' Roof Complete i /Tf`} ' Exterior Finish Complete t Ze �S er 4l�S) Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more '.- mid .5l Gt e 5Q Ct Ck5 4o" 5-el— , Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation C 4- 7b 1Ul`-e.. (6)°'a�f c h c+k) 8"clearance to sill plate j' fear 5 (/ k ( ctr )Gas Valve shut-off exposed/regulator 18"above grade q5 Gas Furnace shut-off within 30 feet or within line of site �' tJ J` Oil Furnace shut-off at entrance to furnace area / pi" re lP of ) Furnace/Hot Water Heater operating 4 n/r CI 4 Relief Valve(s)installed Headroom,6 ft.6 in.on stairs 1' Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 users6( Interior privacy/trim/doors/main entrance 36' ' Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: _ every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofmg Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor 1 Final Electrical VSite Plan/Variance required >< /^ Final Survey Plot Plan Ave 17 q.S As Built Septic System layout required a S Okay to issue C/C(Certif.of Compliance) I MI Okay to issue temp.C/O(Certif.of Occupancy) /i Q s i�..s ilP5 i Okay to issue permanent C/O(Certif.of Occupancy) t� //lt")}- . RESIDENTIAL FINAL INSPECTION REPORT /24/1 „.),7Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement ' U Dept.of Community Development Arrive am/pm Depart Town of Queensbury Inspector's Initials f L 742 Bay Road Queensbury,New York 12804 NAME U PERMIT# LOCATION DATE 1 TYPE OF STRUCTURE A ('�.�- Ma p�Q N/A YES NO COMMENTS Chimney Height/ B"Vent/Direct Vent Location I \ Fresh Air Intake C� Plumb Vent through roof Roof Complete Exterior Finish Complete �p� tc� ��(A.)Cc) Interior/Exterior Railings 30" o 6" Exterior Handrails,balconies, an..1. 18 in.or more Interior Handrails stairs both sit•s 3 s more risers Grade 2%away from foundatio 8"clearance to sill plate Gas Valve shut-off exposed/re: ator 1 "above grade Gas Furnace shut-off within 30 f--t or thin line of site Oil Furnace shut-off at entrance to : e area Furnace/Hot Water Heater opera'i g Relief Valves)installed Headroom,6 ft.6 in.oostairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides lore than 3 risers Interior privacy/trim/doors/main en, : ce 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Lan.'': 18 in.or more Railing across window in stairwells Smoke Detectors: every Ievel every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor ;--� Final Electrical /�( L�'� C_C`- _ �l�°'`1- Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart )Z, m Inspector's Initials NAME: ,� ` PERMIT# c b O1 — go LOCATION: \\ f4 DATE : /a 1 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers �— I Monolithic Pour Form Reinforcement in Place The contractor is responsible providing protection from fr ng for 48 hours following the pl. •: ent of the concrete. Materials for this purpose on si _ Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation / Foundation Walls Interior R- _ Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- rier Vent, Attic Vent �C�' t/ raming 4/0 Jack Studs/Headers Bracing/Bridging A� Joist Hangers 44 , oo F �5/5 Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 1/ / (.9r0/ Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive�2,,�jb De 't{�j• •�� `1 M 3.3(.;7 0 spector's , •: #--� ''' NAME: C �1 f- PERMIT# r l� LOCATION: if// T r U nee-- r—o DATE : l/AO' TYPE OF STRUCTURE: X.)-14-7 t RECHECK N/A YE NO COMMENTS Footin_� Monolithic Pour Form Reinforcement in Pla - The contractor is ••nsible for providing protecti•n om freezing for 48 hours folio g the placement of the concrete. Materials for this pu se on site Foundation/Wallpour Reinforcement in Pla Foundation/Damppr a• ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents i I Place Rough Plumbing Heating—Rough-In Insulation Foundation Walls In erior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping N.,.. Flk,,,E. COPY 7 /r i yras sp 16. 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',...'..v 36,,./ovi--nr 1 , . et 11166104-1r-/ 4, b 4,/,f Hoiii,AP 4 4, —44,v,c6t,2,1 4ea_r3 RECEIVED OCT 2 9 2001 ,,01 •dpis-------.........74....""'""" ""'"'P TOWN OF QUEENSBURY Pi' Woe& /00--gi il-a BUILDING AND CODE .. } i • �� > .r.z;t s f't oss t 4 Ya :i fZ MVAt .i s� ` '`TlL�`' x z, '.it# 2 x Z <tZ Sir K eeV kr}„5� a. i *,..t� {-�' `"t Aatf �+ ,. r tz sus s i.� €" z s �r a `. f. �.+#�.s�.�..� A f r��`s�..� a '''ate� ��<. ��,,, �. .5 VOItVigAqvo ' ,.,3;.<� 4� �'1. ,..,k.r�"�� .. �:m.��s az. . ._';':Via.,.ct rL w�. Y.�>.��. .s•.�..�. '..J ROOF: You selected a 10/12 pitch, 12 " eave overhang, 12 " gable overhang and premanufactured Truss construction. WALLS: You selected a 8.09375' wall height and 18 @_ " foundation height. Construction with precut studs. NOTE: The suggested design is not for an attached garage, nor is the garage intended to be inhabited. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the garage construction detail available from your store salesperson. QUAN TYPE SPAN Pl-H1 OVERHANGS JOB MARK 12 ATI2 160000 10 1200 1200 BETTY LITTLE C-W R2210 A 4- ll x0 , 4y5 it CO "i ,-/ 1T. • . ,/,_,.., _ ,i_____ N- 1% ' :O //2xr it • N 7-03-27 D �j NN TC 2x511 / 4C4_ / N N rt / 11 - \N �, 4x6= Pi / 2x51 2x5l / 0 o rJ C e-co-00 1 a-00-00 5C 16 00-00 •-- ...._. .. 16-70-90 -._. .._ .. -- C BOARD FEET:TC 335 . 0 ,BC 192 . 0 ,WE 72 . 0 , TOTAL 600 HCRIZNTL VERTICAL HORIZNTL VERTICAL HORIZNTL VERTICAL- A - 8- 0- 0 0- 0- 0 B - 5- 1-12 2-11-15 I - 5- 1-12 0- 0- 0 C - 2- 0- 3 5- 7- 4 D 0- 0- 0 7- 3 -- 7 J 0- 0- 0 5- 5- 8 E 2- 0- 3 5- 7- 4 F 5- 1-12 2-11-15 H 5- 1-12 0- 0- 0 G 8- 0- 0 0- 0- 0 CHORDS 24 2:x 6 11- 9- ' TC #28 i12.- 1- 3 OVERALL] 50.2 /LLLL/ 50.2 12 2X 6 16- 0- 0 E1 #2S 39.8 /LLLL\ 39.4 0- 4 HEEL [OT11 ENCS WEBS 24 2X 4 2- -12 w-, STUD 56.2 /L:•LL] 80. 22 2X 4 2-11- 6 W1 STUD J3.8 /LLLL\ 39,8 22 2X 1 0-11.- 4 l44 STUD 50.2 /CCOC] 90.0 50.2 \CCCC] PLATES TYPE: LOCH 6;At1O5 20 49 4.60 X 4.00 164 3.0C X 6.00 24 4.00 X 6.00 24 2..nn x 4 00 ivr s,rr vi. t._,... i...tt anti .ltvvvJtyyi 02i1AiUVH LU111DIER 11(1HLGAG -1.-a4 k.UF1,15 warrens l(/J U1U .QtJAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 GBL3 160000 10 1200 1200 BETTY LITTLE C-W R2210 B 4x6 n B 2x5II i4" 2x511 \ K 12 10 I Zx5II 2x511 I L 7.03-07 'F TC 3 2 2 4x4= 1 1 4X4- A I C /Ir--- P 1 I a3 2x411 2x4 F E D 2x4 II 2x4 II 2x4 I I G c 0 0 TC 6-00-00 8-00 00 8C 4.00-oc 2-00.00 1. 2-00-00 E 2-00-00 1 2 00-00 1 ..4-00.00 I-Z] 16.00 00 -- -.1 UniSCar -- Version 10.0.412 LOAD CASE 44 WIND // P.IDGE PLATING CONFORMS TO TPT RUN DATE: 10 2-01 LUMBER STRESS INCREASE: 33,38 VERIFY ELATE VALUES WITH PLATE STRESS INCREASE: 33.35 ROBBINS ENGINEERING. CSI $72t LUMBER 1.15FB LOADING LIVE DEAD (PSF) GRIP BASED ON SYP/SPF LUMBER TCP 0.14 2X 6 S'/ -62 1310 TOP :MD 00.0 10.0 USING GROSS AREA TEST METHOD. BTM U.07 2X 4 SPF•42 1510 BTM CHD 0.0 10.0 PLATES - 20 GAUGE LOCK WBO 0.16 2X 4 SPFS-STU 759 TOTAL 50.0 20.0 70.0 GRIPPING 514 250 PSI PER FAIR REPETITIVE MEMBER STRESS USED. EXCEPTIONS: INCLUDES 15,01 INCREASE A-B -13.3N 10.0 TENSION 1339. 465 PLI PER PAIR LATERAL BRACING: B-C -13.3N 10.0 SHEAR 754- S06 PLI PER PAIR TOP CHORD .• CONTINUOUS SUPPORT CRITERIA BTM CHORD CONTINUOUS BOTTOM CHORD CONTINUOUSLY JT TYPE PLATE SIZE X Y TRUSS SPACING 24.0 IN. SUPPORTED ALONG ENTIRE LENGTH, A 2001 4.00 X 4,00 3.7 3.4 B 3001R 4.00 X 6.00 CTR CTR, LOAD CASE 81 LEFT RIGHT C 2001 4.00 X 4,00 3.7 3.4 LUMBER STRESS INCREASE: 15.01 HEEL 01N - 4SX OIN - 40X D 1001 2.00 X 4.00 CTR CTR PLATE STRESS INCREASE: 15.0% E 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF) MEMER CST P(LHS; M21ST M@@2ND F 1001 2 00 X 4-00 CTR CTR TOP CHD 50_D 10.0 TOP CHORDS G 1001 2.00 x 4.00 CTR CTR BTM CHD 0.0 1.0,0 A'1 0.14 98 C 0 120 H 1001 2.00 X 4.00 CTR CTR TOTAL 50.0 20.0 70,0 1-0 0.13 100 C 1524 -359 1 1001 7.00 X 5.00 CTR CTR SUPPORT CRITERIA J-13 0,05 85 T 23 0 J 1001 2.00 X 5.00 CTR CTR BOTTOM CHORD CONTINUOUSLY B-K 0.05 05 T 0 -23 K 1001 2.00 A 5,00 CTR CTR SUPPORTED ALONG ENTIRE LENGTH. K-L 0.13 100 C 359 '1524 L 1001 2.00 X 5.00 CTR CTR L-C 0.14 70 C -323 0 LOAD CASE 02 WIND FROM LEFT BOTTOM CHORDS R - PLATE 1S ROTATED BY 90 DEC LUMBER STRESS :NCREASE: 33.3% A-H 0.07 112 T 0 -279 PLATE STRESS INCREASE: 33.31 H-G 0.07 112 T 279 -22 NOTES! LOADING LIVE DEAD (PSF) G-F 0.04 112 T 22 -108 1. TRUSSES MANUFACTURED BY - TOP CHD 50.0 10.0 F E 0.04 112 T 108 -22 SARATOCA LUMBER TRADERS ETM CHD 0.0 10.0 E-D 0.07 112 T 22 -279 2. ANALYSIS CONFORMS TO TOTAL 50.0 20.0 70.0 D-C C•07 112 T 279 0 BOCA (ANSI/'CPT 1-1995) . EXCEPTIONS: WEBS 3, WIND LOADS - AN5I/ASCE 7-93 A-B 8.3N 10.0 H-I - 417 C G-.T - 201 C TRUSS IS DESIGNED AS A B-C -13.3N 10.0 F-B - 123 C E-K - 207 C MAIN WIND-FORCE RES SYSTEM SUPPORT CRITERIA D-L - 417 C WIND SPEED . 70 MPH BOTTOM CHORD CONTINUOUSLY MEAN ROOF PSIOHT - 25' SUPPORTED ALONG ENTIRE LENGTH. DL,LL DEFL = 0.01" IN L C EXPOSURE CATEGORY - c LL DEFL < HRG-SPAN/360 OCCUPANCY CATEGORY - 1 LOAD CASE #3 WIND FROM RIGHT SPAN/DEFL (DL+LL) - 999 OCEANLINE DIST 100 MILES LUMBER. STRESS INCREASE: 33.31 PLATE SSTP.FSS YNCREASE: 33.3% LOADING LIVE DEAD (PSF) TOP CHD 50.0 10.0 BTM CHD 0-0 10.0 TOTAL 50.0 20,0 70.0 ExCEFTIONS: A-B -13.3N 10,0 B-C -9.3N 10.0 SUPPORT CRITERIA BOTTOM CHORD CONTINUOUSLY SUPPORTED ALONG ENTIRE LENGTH. i z0 , MAP REFERENCES: CL MAP OF A SURVEY MADE FOR _ . MICHAEL J. & PATRICIA H. 0'C ONNER DATED: JULY 27, 1989 BY: VAN DUSEN & STEVES N 4 LAND SURVEYORS !75 MAP MA DE FOR MICHAEL J. & PATRICIA H. O'CONNOR ,Jc DATED JULY 20, 1999 BY VAN DUSEN & STEVES o LAND SURVEYORS, LLC ss s � 34 _ 38 31 ' H z ' 33.1 0 N r' 180.0 \r�bg� 0 f 33 32 0 GARAGE ELEV. 1"=10' it U 31 � z • 28S s � w ^ a ' 30 `� b o 266.8'4 U J 147 Z 2 9.3 y O do .,, . •, yo• \ ? 27 �ti 4 , to \ W or w LANDS N/F OF \ \ 25 \ ° BARTON \ Em W LOCATION MAP N Ni M ' WATER TO CAMP FROM LAKE 1 ; 0.23 acres Z IE a it LANDS OF - = CAMP ,. APPROX. 1 p , r+ �R ■� a 0 CONNOR SEPTIC Q .91 Lj N82*34 O»W _ DOCK 200.0 i[) 4&3' d GLEN 10,017 sq.ft. _- �, 0.23 acres l WELL �q ;-N (� ! APPROX.' ; LANDS N/F OF o USE 'SEPTIC-- �o__. _ 3 GARDNER LAKE Z j' W w �O 7.5' 12• -- _ f - - 3e a =_ - f f ' � p 0. Q04 �1 __ es ;') N. 190.02' W ° � N, . o ZONING INFORMATION: Go w A�1411TY E m , wR — 1 A N ..n QO r N82 � �,` :;.. � WATERFRONT RESIDENTIAL i ACRE DOCK 34 10 W MINIMUM LOT SIZE = i ACRE -- 0 o MINIMUM LOT WIDTH = 150' a �;, z 0.22 acres _ MINIMUM LOT WIDTH = N/A o MINIMUM PERCENT PERMIABLE = 65% � it � _ \ a MAXIMUM FLOOR AREA = 22% WATER TO CAMP z FROM LAKE o CAMP 0 / APPROX. 1 w MAXIMUM BUILDING HEIGHT 28 c a 0 SEPTIC SETBACKS: 0 ` f FRONT 30' O a s< is" 0 GARA GE SIDE = 12' o z F4 REAR SHORELINE = 50' SITE CALCULATIONS: rr'1 LANDS N/F OF EXISTING CONDITIONS ROURKE \ TOTAL AREA = 10,017 sq ft � a � BLDG. FOOTPRINT = 1490 sq ft RECEIVED ?F 10 SHED — 120 sq. ft. co co� EXISTING ROADS, DRIVE AREA = 2105 sq ft OCT 2 9 2001 04 `� TOTAL NON—PERMIABLE AREA = 3715 sq ft �0 PERCENT NON—PERMABLE AREA TOWN OF QUEENSBURY ago 3715/10,017 = 37% --m"NGANDCODE co FLOOR AREA = 2533/10,017 = 25.3% LEGEND: Ddr AuoM Root OCIRF = CAPPED IRON RQD FOUND OIPF = IRON PIPE FOUND PROPOSED CONDITIONS t�N T.�, ® = WELL RETAINING WALL TOTAL AREA 10,017 sq ft OWNER APPLICANT 000o STONEBLDG. FOOTPRINT = 1490 sq ft / gyp, = UTILITY POLE GARAGE = 384 sq ft ROADS, DRIVE AREA = 1541 sq ft EIIZABETH O'CONNOR—LITTLE 73 FITZGERALD ROAD S DECK = 300 sq ft TOTAL NON—PERMIABLE AREA = 3715 sq ft QUEENSBURY NEW YORK 12804 PERCENT NON—PERMEABLE AREA PHONE (518) 793-3676 SHEET I OF 1 3715/10,017 = 377. FLOOR AREA = 2917/10,017 = 29.1% DWG. NO. 881508 D-37.6