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97-524 • OF COMPLIANCE TOWN OF QUEENSBURY - WARREN COUNTY, NEW.-YORK Date ,-proi 19 98 This is to certify that work requested to be done as shown by Permit No. 97524 has been completed. • This structure may be used as a 4'40 SQ FT CARPORT Location 3 QUEENS LANE Owner DURLING, . RICHARD & . • • By Order of Town Board TAX MAP NO. 90. -9-60 TOWN- OF QUEENSBURY ( Director of Building & Code Enforcement . - . . BUILDING PERMIT TOWN OF QUEENSBURY No. VALUE $ 5000 97324 TAX MAP NO. 90. —9-60 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to DURLINC , RICHARD & OWNER of property located at 3 QUEENS LANE Street, Road or Ave. in the Town of Queensbury,To Construct or place a 140 SQ PT CARPORT at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is MARGARET 3 QUEENS LANE QUEENSBURY, NY 12804 2. CONTRACTOR or BUILDERS Name GREGORY, JOSEPH 3. CONTRACTOR or BUILDERS Address 3 JAMICA ROAD SOUTH GLENS FALLS , NY 12803 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) r R ( 1 Wood Frame ( )Masonry ( )Steel AR(PIORT 7. PLANS and Specifications 440 SV' FT CARPORT AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use 440 SQ FT CARPORT $ 25 PERMIT FEE PAID —THIS PERMIT EXPIRES September 26 . 1g 99 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 26 Day of September 19 97 SIGNED BY for the Town of Queensbury Building and Zoning Inspector Buildingermt � lication Town of QueenSbuly - Dept. of Community Development, 742 Bay Road, Queensbury, NY 12804 1761-82561 • ° BUIL,�DING & CODE ENFORCEMENT NOTICE 'Requirements prior to issuance 572A permit must be obtained before of this permit: PERMIT FILE NO. 9, .7 - Li beginning construction. No inspections PERMIT FEE PAID$ DO will be made until applicant has received pi Zoning Board Action p a VALID BUILDING PERMIT. All Area /Use RECREATION FEE P D applicants' spaces on this application MUST be completed and the signature n Planning Board Action REVIEWED BY: of the applicant must appear on the SPR / Subdivision /Other Building Inspector application form. Thank you. J Recreation Fee Payment J Applicant: ©sep 4 Gre1n�/ Owner: R �ilarof bur /t'h5 • Address: =Cc c"J S'-me,re, £ G /7- Address: '1 Q veen trh c t v'ee„s6v,, Phone # (":5/g ) `71 Z - yE/Z. Phone # ( 5/g ) 7'1g - 6 O 2O Property Location: aveen S aot 6Le.e;t56v7 41)' 9 `,a Tax Map Number _ /-_ Subdivision Name: Section Block Tnt NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE New Building: CONSTRUCTION: $ 5 Oo p-'2 residence / commercial Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: e Primary Building - residence / commercial Single Fam -lc CEVED Residence / Commercial Two Fam' ly tk no change to exterior size Fa ilyDwellr��97 `, Office ® 1 '- Other Work (describe below) Mercant' le SEP EE1� R1f C/42 0 (Zcc,r� Manufac utjoit, b QU�QCODE Other gtgILO1NG GROSS AREA OF PROPOSED STRUCTURE: If ADDITION, what will use 1st Floor sq. ft. of new addition be? : 2nd .Floor sq. ft. , Other Floors sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: CL- Detached Garage 1, TOTAL FLOOR AREA: 146/6 SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building 2 Z FEET X 2_ o FEET Other Foundation Type: Foo it nS s 4-0 s 1(0- Will any second-hand or ungraded Number of Stories : l Poles lumber be used? If so, for what? (habitable space only) t A'U Height (grade to ridge) : 1L.I feet TYPE OF. HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which applies) to be installed: 0 Electric / Oil / Gas / Wood Forced Hot Air / Baseboard / Other Person responsible for supervision of work as regards to building codes is: roses k GreS, r y 38 ,c-n,,-..,__ SGP- -7G2--4-/F/2 Naihe Addresss Phone Builder: Jo c a to Grestl ry Plumber: 4./v4 e_ Mason: nlon/U Electrician: ,Jo/VC ,, 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, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual location of project on premises. Signature: 1 y/1 (own r, o er's agen ,%itect, contractor) c,,,,, r/L--1 RESIDENTIAL FINAL INSPECTION REPORT Office No. (518)761-8256 Date inspection request received: _ Building& Code Enforcement m Depart��� -3 �Pm Dept. of Community Development Arrive aInspector's Initials t-2— Town of Queensbury 742 Bay Road Queensbury,New York 12804 NAME G ' \ /� ' c_ c- _n PERMIT# _ �_ ' LOCATION (g,C er" % DATE TYPE OF STRUCTURE C--Afix N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location 1 ' -- '°'' (' F7;c Fresh Air Intake Plumb Vent through roof V Roof Complete 5-------' Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in. or more 411P T i it) r: CK Interior Handrails stairs both sides 3 or more ri s . Grade 2%away from foundation �_ �,�iyfL�� To 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above Co'�y 1- �� �j �� Gas Furnace shut-off within 30 feet or within 1. a of site Oil Furnace shut-off at entrance to furnace Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft. 6 in. on stairs ---(Z �\Ju` O K Basement stairs,6 ft.4 in. .0 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 .- 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 A' Safety glazing 18"or less from floor JFinal Electrical 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) .7-----ri--- _ _ _..,.. H. ECEiED ' FILE COPY--__-7,., M III I. I. 'vv o'R x SEP 0 91997 Craig Smith ♦ DIVISION ♦ DJ vllltolesale Buildi F QUE sau rritory Sales Manager Material Distributors, I i .. ''`l— J`-'' DUILDING AND COD ice Mail: 1-800-448-1873, ext. 735 'OWN O r•�s5 ..r�e e ,r 0li r TOWN,OF QUEENSBURY BUILD! 1 DEPARTME — I Based on our limited exam ation, y r ! i iiot Compliance with our com ,nts shall `FP....._ ... 94 not be construed as indica,ng the + a plans and specifxcatlans ae in fullf N-Z . 1 compiie=with,the.code. 6. I TOWN OF QUEENSPARY I maiiiiie, 1 DU LDIN4:3 a '4*Dir/ ,2A-Sr,i's REVIEWED BY n IJ 'gam �p {-/�r� ... �� c p1.Y � ,� 2.0 ��}++. r-7: :„.......,._,,,w 1 12o a in i I ,..._._........_.......,........... (I� I'1` 1. i 5 .... .. .. , q,, 3 q / 0...ki 2e/1.S / cA,4..,C'�. —> D V k.L Y N G C A..e. POR....1 c.2 CA.:Z..) 1,1 , r WINDOWS&DOORS., '"1 66 Industry Avenue ♦ Springfield, MA 01104 ♦ 1-800-356-9675 + Fax: 1-800-872-0263 7---1-- ,, —1 DJ Wholesale Building Crai Smith g MILLWORK 1• DIVISION ._ Territory Sales Manager Material Distributors, Inc. Voice Mail: 1-800-448-1873, ext. 735 rkt PIMP ?Aar—MA•10 0 PAL-T 026'0 Viass 48' 0.c- 2)41 Pufzi-id --,....„............ 2.A a i .c tit, Wow-50/7rD , 1 1 1 , • . I _ , . i r , A I . , .. i Y8"1 , , 1 t Alia 4E-12.-)(/2!x es i 1 ( I 1 1 [ , ..... ...----/o „. 1 , 1 I wiNDows&DOORS'r .14—..0, 4 . 66 Industry Avenue • Springfield, MA 01104 • 1-800-356-9675 • Fax: 1-800-872-0263 i -------------- --. .._'-'T �� y 7% O_(pIy .ic?27'ID 7 I'L -`� A j FLOOR PLAN_ � a i MEDN YPV:�-� 9.00E 2EG i 10 SEA s 1997 �� ,ag 7i'P IC L 'i 2 U'�Wv HD i E-Gi: 14p 9,XIP r�-A>w r--,' sTgHE9 TOWN Or vNSBURY P �Wit R%1 r-?'> k'�,aj6i'Z GJZSKEt-H� !�f-`7'��<�-BUILDING AND CODE C7 E4�t;,✓oY�'r�.�7 � Z:.X�LD�i G�: `,,` .. �L,�;.j�2iL,P.iR:.I h�Ki La?s4J:l��*(I.L�D•fD i-D."'R:.1�{ ` '-N I P5F �Etr�V>,7 �ti RtS�IrS'c�R t G, i t3� N,4wky, �D t�� LI•IE LC.aJ ✓irl.; 2'XG°OtiXXJAlCs,3E'WE� �1279 u° ?41�o.G. O/M-H4-lea'.R' ES 1V e,-610HD wX7-01KT5, 57 P5F G�Tr't_ L G '� La;--i �4 Lo,% nQ'� - PRa✓D�Z°xG° ?gyGif g�- YPIG`j taJ�n�1=t I r�•Y.y-u.F-P-3.G. �JcGt fiJ3.3 q�!% L 6E � x 8"F,N�i� FG�=. Ay�s Fr--'I Fi Et'1- L� � f�Gt[JRi;D.i~a tJ'� EX.+� •'Rv`�7 I'JF1rl!sh}. � - �i?-l�l-�'K�'' :•odOJiS L''251�Do Scfk.JE�GtIGS - ..J/ I D'tE" "(Dp 4 BoncM CHoRa`of TRv55ES lv!D FP�SGIh WJ*3,a'�'.r.L-..9oF�It 1St� �� .. $HALL HAVE IMP F-P W;HDLOAPS ... - .. F'RDM DIACGoN^L KNEE BIIAGE3 FACTOPZP I47D 0C5L&t4- r icEL Z C SI:PI�4G.Gr.SicHF _ ` \ ir^,SK..S SG�Ei�s � I'Mla.G✓^y P.=GiED(>2�.�IEL c , � � GiRt5c24a t'or�-,;ry a.o.G11R.7 .Co"P•7.'t.^.k-3 ��iJ�' Pr75i i0 � � // ' �GQaD�;0 Cep 3LlX.� r;G. F I STORAGE AREA I ( I I H-LO4GkED�vDtir eMlh. "vxG A'ux+AP4N-4D POST � I� —_ 1� ( � _ 3p F'20M114y+'PE�GoNGREtE 2 ' {j I '! I � i' �' -Fa•StEN�aiDlNrar111G°.ZkJ~'f G' - h d - pe>APE 2x" 6"IH-rce 2 y27 Yak� UNDSr� T. caD� .�"xilP7. Awry Poi S G b' IG..H IS PArA Lt ITUIzEb;0 2E)waVtirlG,nN TYPICAI ,o.p Tan I^LUU12 rai:G i IUh--I• H.Aq HU i HD FiaaTl MG 3cco P51 p�}h{(�'l.E b.l11„ q vib-lo W-w.M•AND(3) f{DhRE6°d2IN H-'uNGN W FzPvTtFrG, ' � -�i� f'rvWnr� d,zOH7 to ra-wri 9L� TYPICAL BUILDING SECTION �� rlafe < N SEP-04-1997 11:16 FROM SARATOGA LUMBER TRADERS TO CLB STORE P.02 6 4.3 220000 4 1008 1008 +DURLING S6082 (JOE) flt,�3Tm°' 5x6- Ho 6-01 g Ho 6-01 12 4� axs�� zrs�i . F G 4-02-01 T C 1 4x12= A 2 4x12= ,...-..31L .� El D 81R 4x4 3x6 4x4 • m TC 11-00-00 11-00-00 �t PC 22-00-00 . - 22-00-00 ..� BOARD FEET:TC 168 .0 ,BC 88. 0 ,WB 60 .0 ,TOTAL., 316 HORIZNTL VERTICAL HORIZNTL VERTICAL HORIZNTL VERTICAL A -11- 0- 0 0- 0- 0 F - 5- 1- 2 1-11-14 E - 3- 4-12 0- 3- 8 SP- 1- 0- 0 0- 3- 8 B 0- 0- 0 4- 2- 1 D 3- 4-12 0- 3- 8 Gr 5- 1- 2 1-11-14 C 11- 0- 0 0- 0- 0 • CHORDS 12 2X 6 12- 6- 3 TC #2 (12- 8- 1 OVERALL] 71.6 /LLLL/ 71-5 6 2X 4 12- 0- 0 01R 441 6 2X 4 10- 0- 0 H1L 441 18.4 /LLLL] 90-0 0- 4 HEEL WEBS 12 2X 4 2. 4-13 W2 STUD • ( 2- 5-11 OVERALL] 45.0 /CCCC\ 63.4 45.0 \ccCCC\ 12 2X 4 4- 9-10 W1 STUD 26.6 /CCCC\ 45,0 45.0 \CCCC/ 45,0 PLATES TYPE: LOCK C7rUOE: 20 24 4.00 X 12,00 12 5.00 X 6.00 • 24 4.00 X 4.00 • 24 2.00 X 5.00 12 3.00 X 6.00 SEP-04-1997 11:17 FROM SARATOGA LUMBER TRADERS TO CLB STORE P.03 6 4.3 220000 4 1008 1008 � � DIIRI,ING S6082 (JOE) 5x5_ B r 1, 22 4 .1 2X5\� 11\4400 2k5// F G 4007 4-02-01 T C 4rAi2= 4C12= •A - BiL E S1 D B1R - 4x4= 3x6= 4x4= CO m O 6 TC N 11-00-00o 11-00-00 BC 22-00-00 -e-3 - 22-00-00 �. UniStar -- Version 39.6.2 LOAD CASE #3 WIND FROM RIGHT PLATING CONFORMS TO TPI RUN DATE: 9- 4.97 LUMBER STRESS INCREASE: 33.3% VERIFY PLATE VALUES WITH LOADING LIVE DEAD (PSF) ROBBINS ENGINEERING, CSI SIZE LUMBER FS TOP CHD 50.0 5.0 GRIP BASED ON SYP/SPF LUMBER TOP 0.82 2X 6 SP-42 1250 BTM CHD 0.0 2.0 USING GROSS AREA TEST METHOD. BTM 0.93 2X 4 SF-fit 1850 TOTAL 50.0 7.0 S7.0 PLATES - 20 GAUGE LOCK WBS 0.79 2X 4 SPFS-STU 635 EXCEPTIONS: GRIPPING 487-213 PSI PER PAIR A-8 •13.3N 5-0 INCLUDES 15.0% INCREASE LATERAL BRACING: • B-C -15.1N 5.0 TENSION 1308- 460 PLI PER PAIR TOP CHORD - 24 IN, 0C SUPPORT CRITERIA SHEAR 762- 498 PLI PER PAIR BTM CHORD - JT TYPE HORZ VERT WIDTH MAX DIST FOR THE FOLLOWING LBS LES IN-SX JT TYPE PLATE SIZE X Y MEMBERS I8 91 IN. A PIN -28 -308 5. 8 A 2001 4.00 X12.00 9.5 3.2 A-R D-C C HORZ RLR 0 -350 5- 8 B 3010 5.00 X 6.00 CTR 2.8 MAX DIST FOR ALL OTHER C 2001 4.00 X12.00 9.5 3.2 __MEMBERS_ 1S 120 IN. LOAD CASE #4 WIND // RIDGE D 1010 4.00 X 4-00 1.7 1.9 ;TRUSS...SPACINGr- 48C 0.;INo, LUMBER STRESS INCREASE: 33-3t E 1010 4.00 X 4.00 2.3 1.9 of : ' Jra I LOADING LIVE DEAD (PSF) F 1001 2.00 X 5.00 CTR CTR 1.70AD-CASE"-81- TOP CHD 50.0 5.0 G 1001 2.00 X 5.00 CTR CTR LUMBER STRESS INCREASE: 15.0% BTM CHD 0.0 2.0 S1 110'0 3.00 X 6.00 CTR 0.2 LOADING LIVE DEAD (PSF) TOTAL 50.0 7.0 57.0 TOP CHD 50.0 5.0 EXCEPTIONS: NOTES: BTM CHD 0.0 2.0 A-B -13.3N 5.0 1. TRUSSES MANUFACTURED BY - TOTAL 50.0 7.0 57.0 B-C -13.3N 5.0 SARATOGA LUMBER TRADERS SUPPORT CRITERIA SUPPORT CRITERIA 2. ANALYSIS CONFORMS TO JT TYPE HORZ VERT WIDTH JT TYPE HORZ VERT WIDTH BOCA (ANSI/TPI 1-199S). LDS LBS IN-SX LBS LBS IN-SX 3. WIND LOADS - ANSI/ASCE 7-8B A PIN 0 2403 5- 8 A PIN 0 -287 5. 8 TRUSS IS DESIGNED AS A C MORE RLR 0 2403 5- 8 C HORS RLR 0 -287 5- 8 MAIN WIND-FORCE RES SYSTEM WIND SPEED - 70 MPH LOAD CASE 02 WIND FROM LEFT LEFT RIGHT MEAN ROOF HEIGHT - 25' LUMBER STRESS INCREASE; 33.3% HEEL OIN - 4SX OIN - 4SX EXPOSURE CATEGORY- C LOADING LIVE DEAD (PSF) OCCUPANCY CATEGORY - I TOP CHD 50.0 5.0 MEMHER FORCES (LHS) OCEANLINE DIST - 100 MILES BTM CHD 0.0 2.0 TOP CHORDS 4_ TRUSS IS DESIGNED FOR TOTAL 50.0 7.0 57.0 A-F = 5616 C F-B = 4797 C NO CEILING LOAD. EXCEPTIONS: B-G = 4797 C G-C • 5616 C 5. PREVENT TRUSS ROTATION AT A-B -15.1N 5.0 BOTTOM CHORDS ALL BEARING LOCATIONS. B-C -13.3N 5.0 A-S . 5327 T E-S1 = 3665 T 6. FASTEN TRUSS TO MRG A SUPPORT CRITERIA S1-D = 3665 T D-C = 5327 T FOR 350 LBS OF UPLIFT, JT TYPE HORZ VERT WIDTH WEBS WHILE PERMITTING NO UPWARD LBS LBS IN-SX P-E 1190 C E-B 1304 T MOVEMENT OF WALL OR RRG. A PIN 28 -350 5- 8 B-D - 1304 T D-G - 1190 c 7. FASTEN TRUSS TO BAG C c HORZ RLR 0 -308 5- 8 FOR 350 LDS OF UPLIFT, DLI.LL DEFL = 0.40" IN 8-0 WHILE PERMITTING NO UPWARD LL DEFL . 0.33" < BRG-SPAN/360 MOVEMENT OF WALL OR ERG. SPAN/DEFL (DL+LL) a 653 TOTAL P.03 87-332 September 26, 1997 Suggested description of lands to be conveyed to Richard Durling. All that certain piece or parcel of land situate, lying and being in the Town of Queensbury, County of Warren and the State of New York, more particularly bounded and described as follows: BEGINNING at a point in the northwest corner of the lands of the grantor herein in the southerly bounds of Lot 60 of the Van Howe Subivision being owned by said Durling; running thence South 78 degrees, 00 minutes and 30 seconds East along the southerly line of said lands of Durling and the northerly lines of lands Smith, a distance of 153.61 feet to the center of Halfway Brook; thence running southerly along the center of said brook as it winds and turns, a distance of 87.55 feet more or less to a point therein for a corner; thence running North 78 degrees, 00 minutes and 30 seconds West on a line parallel to and 50.00 feet from the southerly line of said lands of Durling, a distance of 87.75 feet to a point in the easterly bounds of said lands of Stockwell; thence running North 09 degrees and 32 minutes East along the westerly bounds of said lands of the grantor herein and the easterly bounds of said lands of Stockwell, a distance of 50.05 feet to the point and place of beginning, containing 0.15 acres of land, to be the same more or less. Bearings given in the above description refer to magnetic North. SUBJECT easements of record. SUBJECT to the rights of the City of Glens Falls to the waters of said brook. SAID lands being conveyed herewith by Boundary-Line-Agr ent are to merge with, and become a part of, said lands of Durling. • /4 SavAlk• Van Dusen & Steves Licensed Land Surveyors NYS Lic. # 35617 ..2:2. .._ .._ 0 16.' •2 , .. .,. n' I ( i ,.._ S-3. ----_____ . in .1 - , -....._ .., 0 _ . . •,- "T.; __ ....__ :.-.:., . 0 _ " ,_._ t,s3 --)x.- A' / '•E'::1 .i,..i \..J ..0 0. caJ . - --- i° Ycl '.--•-:-.• ,.._ ._. ...,-, . -..: • _ -ID 3 ,.... .i ..-. e_ 5 o3 ,4 - ;c / , . , • 2C-L- 3- K -,-; cP, 3 1 2,-L.‘-- -3e7--1- e( . .0-t • IL ID•i—k- c/ C-"Yi IA) 4-i-2-" 1‘ 3o Er S• 1-- f 3 so -1--, 3 4 --5"e I ) pri 50c, 06 ,:y \-, -5-1'. 1-I odd. (-f 5. Ic.i r car v�t/7s rN� i SECTION 85 I "••� \. • •RY WA kOL. i 130 130 �� I u 0 =• sT•NE -;g 121 122 9, 23 ° 240 250 26 a 27 o s 31 g30 _ 33 �'' �, \ . 3) 9�1.06 1.56AC. 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