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95-151 , wif CERTIFICATE OF OCCUPANCY , TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date September 25 19 96 ! This is to certify that work requested to be done as shown by Permit No. q q'1 q 1 has been completed. This structure may be occupied as s SINGLE FAMILY ILY DWELLING 30 1;.M0X RD. Location Owner E,r>r,iH RPTtr'1 By Order Town Board TAX ,MAP NO. 7 . -1 16 . 8 WN OF QUEEN Director of Bldg. & Code Enforcement BUILDING PERMIT VALUE $ 118000 TOWN OF QUEENSBURY No 95151 TAX MAP NO. 7 . —1-16. 8 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to LOGAN, BRUCE OWNER of property located at KNOX RD. Street, Road or Ave. in the Town of Queensbury,To Construct or place a SINGLE FAMILY DWELLING 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 56B BLESSING RD. SLINGERLAND, NY 12159 -. 2. CONTRACTOR or BUILDER'S Name CARR, EDWARD 3. CONTRACTOR or BUILDER'S Address 1374 RR#1 LAKE GEORGE, NY 12845 - . 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) SINGLE_:.FAMILY DWELLING:- -. ( )Wood Frame ( ) Masonry ( )Steel ( I 7. PLANS and Specifications 2190 SP-FT SINGLE FAMILY DWELLING AS PER PLOT PLAN -SPECIFICATIONS 8. Proposed Use SINGLE FAMILY DWELLING;:,.. $ • = 248 '---- PERMIT FEE PAID"-THIS PERMIT EXPIRES -. April 22:-_ .. 19- 97- (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 `.. 3- -Dayio May 19 95 . SIGNED BY for the Town of Queensbury Building and Z nj Inspector Department of Community Development Reviewed B, , - Bui-,lding & Code Enforcement Buy din ctor ,_- own of Queensbury F k0 Permit NO 742 Bay Road Oo Queensbury, New York 12804 Fee Paid $ a U (518) 745-4447 Building Application A lication A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. All applicants ' spaces on this application MUST be completed and the signature of the applicant MUST appear on the application form. - Applicant: ,- ce�R �- iv— Owner: Bryce., t.tk Address: 1n4- R' *L l .keC t,- N ddress: Q 1 K410),- PI L-c-a " C Phone # ( ) D.C(3 - Cq tt(- Phone # ( ) - Property Location: Kt/1.U( P Q l��sse,,,tD(14 --_._- 7 / 1 / lC�,9. c �- Fax Map Number _ • Subdivision Name: c7CAV1eG:i- 1- 1 t( � N Section Block Lot NATURE OF PROPOSED WORK: ESTIMATED MARKET VALU OF THE New Building: _ CONSTRUCTION: $ //ee/00 residence / commercial Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial ( Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling - ' Office RECEIVED Other Work (describe below) Mercantile RE C V Manufacturing Other APR 131995 GROSS AREA OF PROPOSED STRUCTURE: TO OF QQi! ENSBURY 1st Floor sq. ft . 6 k If ADDITION, what be? : w �I DING CODE • 2nd Floor _c_w_g__ci4 . sq. ft .-U of new, addition Other Floors sq. f t.ay O (not unfinished cellar or basement) ACCESSORY BUILDINGS : Detached Garage 1 , 2 car TOTAL FLOOR AREA: 9 l 90 SQ. FT. Attached Garage 1 , 2 car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building Other 0 FEET X 1.4"g, FEET, -0. Foundation Type : ecr Will any second-hand or ungraded Number of Stories : lumber be used? If so, for what? (habitable space only) . Height (grade to ridge) : g �iee � TYPE OF HEATING SYSTEM: Number of - fireplaces and/or woodstove (circle all :__ . ch applies ) to be installed: sue.. Electric Oil Gas d Forced Hot , ir Baseboard Other Person respon ible for upe visi3Og of work as regards t building codes is : t.�. , . .. v.►-`lu— i KT 3 .--ma i _ Name Addresss Phone Builder: -- - .„ • --. Plumber: t Mason: ✓i • Electrician: +^� DECLARATION ' To the best of my knowledge the statements contained in this appli- cation, together with the plans and specifications submitted, are a true ......,A .-..-.. .. 1 ..i- ,,a-.,+-,,,,,„.,+- .,-F mil r.r r�r -N o c rA i.r n r k i-n him rl n n a nn 1-h P a P s c r i b e d q6:- 61 ENERGY CODE COMPLIANCE APPLICATION: •. � � TOWN OF QUEENSBURY, WARREN COUNTY`' 9000 BEATING DEGREE DAYS Compliance Methods : PART 5 - Acceptable Practice Method - 1&2 Family Dwellings (only) PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings ( 3 stories or less ) PART 4* - Design by Component Performance Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT' S NAME : PROPERTY LOCATION: getiknearre ‘Cre/4- Ifi4424-44. 145cetttily PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - .1q,C square feet 2 . Type of Heat - Electric X Oil Gas Other 3 . Is building mechanically cooled? Yes V No 4 . Percentage of area of windows and doors Over 17% A Under 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R Eq • b. Exterior walls R 9-0 c . Glazed areas R 3,0 d. Exterior doors R e . Floors over unheated spaces R VITA f . Edge of slab on grade (heated building) R g. Basement/cellar walls (above grade) R L, h . Basement/cellar walls (below grade) R 13 i. Heating/cooling-ducts-piping in unheated space R L4 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code ` Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED App c nt' s Date Pitione Number c I°fq6' I) INSPECTOR' S REMARKS : TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED J//Z// NAME4)7747/7 . LOCATION -30 k/.0( ic/. DATE 7 Z7/7l PERMIT# 95-/f/ l g26r /411 APPROVED -____ J N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTIN FIRE EXTINGUISHERS AUTO. EXTINGUISHING TEM HOOD INSTALLATION AUTO. SPRINKLER SYS EM ALARM SYSTEM INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOODSTOVE FIREPLACE-MASONRY /FIREPLACE-FACTORY BUILT REMARKS: j OK TO THIS DATE /!'d ,,..2, yyrA c, -- ___ „6?-/ ,..iii-,--,,,,b- . (A) ,-..,,,7-,-4-",,,,,,,,,,,, 74?-;-/i,l'i--/ -qi (//1 /2-74,g 2/015 INSPECTOR //,LA�B TOWN OF QUEENSBURY / T>2ij BUILDING & CODE ENFORCEMENT ' 742 BAY ROAD wfr �y.' QUEENSBURY NY 12804 (518) 761-8256 ARRIVE: 35Iv DEPART: '- FINAL INSPECTION REPORT - RESIDENTIAL Cf DATE INSP CTION REQUEST RECEIVED: 01LH I NAME e.( 1ILLC9 - LOCATION DATE PERRMIT N qS l5l TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGH ' PLUMBING VENT ROOFING _ EXTERIOR FINISH DECK/PORCH S S/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS • FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS _ SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL SITE PLAN/VARIANCE REO. FINAL. SURVEY P OT PLAN e OK TO ISSU C/O IR C/C , ii. 3p (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT `o-' ,0 742 BAY RD. , QUEENSBURY NY 12804 e2 jj INSPECTOR'S REPORT: ARR X/f DEPART INTW---- REQUEST FOR INSPECTION REC IVED: 9 -3-7g, NAME (40 R/!� ( IJ (\X I LOCATION 3 0 1 `/ )( C' DATE 9 3 ......9 (l./ PERMIT 0 95-A5 / TYPE OF STRUCTURE: si4> RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS ESPONSIBLE FOR PROVIDING PROTE T ON, FROM FREEZING FOR 48 HOU• FOL WING THE PLACE- MENT OF THE •ONC ETE. \ W. '\ MATERIALS FOR T. PURPOSE. ON SITE FOUNDATION WA POUR _ REINFORCEME IN PLACE FOUNDATII.' DAMPPROOFING BACKF L APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING _ JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER '• .. 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- • 1,71 iG/.� 4 a v COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 357 Elwyn Terrace — Manheim,PA 17545 MUNICIPAL CERTIFICATE i- ELECTRICAL APPROVAL Panel Board No. Cert. 4 6 4 9 5 Cut-in Card No. Owner 5R-4A a(----r kad fre Occupant Location X-Wei.)6 • - `-' /2,0 4-,-S.cm 8 tv >Pr 61 t(6z-wr Installation Consistin of g 55- $74)(Rfi izyl15 o#67 Re---en° 97_ Li Tc--5- i iv- &-i. ‘o P- iyrP14‘6R ea-pa? t .2,4,000 c-- 3 -,1)9 6 5-n4e/1467 ./Do A- 5 iii-13 8.9-,tic,---e-- Installed By. e—t Oil RR-- Lic.# The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspecti s at any time,and if its rules are violated,the Company shall have the right to revoke t is rti icao\a" Date"- .5cr-73 INSPECTOR. e Me er N.F.P.A.,I.A.E.I. Cray 026 :e.g0 CY \ 1 TOWN OF QUEENSBURY . BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 I INSPECTOR'S REPORT: ARR\%15-DEPART -bI . REQUEST FOR NSPECTION RECEIVED: (T- / -a\ NAME _ LOCATION 11/V\f \c\o DATE - .-) PERMIT if TYPE OF STRUCTURE: •..SSS/// — RECHECK-- APPROVED N/A YES NO FOOTINGS/PIERS 1 MONOLITHIC POUR ORM REINFORCEMENT IN 'LACE THE CONTRACTOR IS 'ESPONSIBLE FO' PROVIDING PROTE TIoN FROM FREEZ G FOR 48 HOURS FOLLOW'NG THE PLAC — MENT OF THE CONCRET'. MATERIALS FOR THIS P 'POSE ON ITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLA , ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS -- BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BE, • AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIO' R- FOUNDATION WALLS EXTERIOR R- ' FLOORS R- WALLS • R- - CEILING - DUCT WORK OR PIPING IN UNHEATED SPACES - • TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARIi 'JcDEPART ' IN r; ,r REQUEST FOR NSPECTION RECEIVED: /c NAME _, LOCATION \ ee N ,J}C 2J `IL P - DATE �, 1 PERMIT # pc- TYPE OF STR C R. : RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR Fe' REINFORCEMENT IN P ,'CE THE CONTRACTOR IS R3SPONS :LE FOR PROVIDING PROVE TION FROM REEZING FOR 48 HOURS FOLLOWI+G THE PLACE— MENT OF THE CONCRETE. MATERIALS FOR THIS PU•L'OSE ON SITE, FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PL'C ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS[HEADERS f-N\ BRACING/BRIDGING-- j j JOIST HAN ERS ✓" (_,, JACK . �E AIR INFILTRA ION BARRIER HEATING ROUGH-IN ISULATION: e `21 FOUNDATION WALLS INTERIO' R- FOUNDATION WALLS EXTERIO: R- FLOORS R- WALLS WALLS R- -1 - - -CEILING— R_, DUCT WORK OR PIPING IN - UNHEATED SPACES R- oF- 'e©G l53 CSC p • TOWN OF QUEENSBURY? ' BUILDING & CODE ENFORCEMENT w `ma;, 531 BAY RD., QUEENSBURY NY 12804 L. y',,,- INSPECTOR'S REPORT: ARF '.%T DEPARTV. O INT., REQUEST FOR INSPECTION RECEIVED: NAME LO C-J I • LOCATION K133 C-V4. RDI® DATE ClItIq) PERMIT f CA •-15 1 TYPE OF STRUCTURE: 1)Vi) • RECHECK APPR• ED N/A :ES NO FOOTINGS/PIERS MONOLITHIC POUR ORM REINFORCEMENT IN 'LACE THE CONTRACTOR IS R: SPONSIBLE FOR PROVIDING PROTE TIO', FROM FREEZING FOR 48 HOURS FOLLOWIK' THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPASE ON SI FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING , PLUMBING UNDER SLAB FRAMING: JACK STUDS[HEADE• jj BRACING BRIDGING JOIST HANGERS R, JACK POSTS/MAIN AIR INFILTRATION BARRIE• HEATING ROUGH-IN INSULATION: FOUNDATION WALLS IN ERIOR R- FOUNDATION WALLS EX ERIOR R- FLOORS R- -- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • 2-P-'V Fw R 61-NtGZ4D trJD C-b /0 VO � � A 9- J/t12 Q'(/ TOWN OF QUEENSBURY � BUILDING & CODE ENFORCEMENT 531 BAY RD. , QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARRt' ) DEPART V .,ci e 1 REQUEST F INSPECTION RECEIVED: •• '/ NAME AX LOCATION In 6 f ga DATE 8"- !J . 9,5 PERMIT # 01 ---15 TYPE OF STRUCTURE ' 6 •- "/i - RECHECK � APPROVED N/A \YES J NO FOOTINGS/PIERS \1 MONOLITHIC POUR FORM REINFORCEMENT IN PLACa l THE CONTRACTOR IS RESPO SIBLE FOR PROVIDING PROTE TION FR.' FREEZING FOR 48 HOURS FOLLOWING T , PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE s'N SITE I FOUNDATION/WALLPOUR Ail REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING -- PLUMBING UNDER SLAB ,FRAMING: �/ JACK STUDS/HEADERS BRACING/BRIDGING .Ar JOIST HANGERSG\ ,�' - \ JACK POSTS/MAIN B . - AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS 'NTERIOR R- _ FOUNDATION WALLS .XTERIOR R- FLOORS R- ` WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • CD ' d ?LOTS TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY' RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR`MDEPART SIN , REQUEST FOR INSPECTION RECEIVED: • NAME LOCATION V.---t•M1,, 1Z�� DATE PERMIT # 41�j "' \t-1 TYPE OF STRUCTUR RECHECK APPROVED N/A YES NO FOOTINGS/ IERS MONOLITHIC OUR FORM REINFORCEMEN IN PLACE / THE CONTRACTO IS RESPONSIBLE FOR/ PROVIDING PROT TION FROM FREEZIN. FOR 48 HOURS F LOWING THE PLACE/ MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE \ / ` FOUNDATION/WALLPOU112 REINFORCEMENT IN PACE / FOUNDATION/DAMPPROOFI'NG / BACKFILL APPROVAL \ / PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING //\, PLUMBING UNDER SLAB \ _ FRAMING: \ _ JACK STUDS/HE ERS \ BRACING/BRIDG NG V JOIST HANGER \ r---__- JACK POSTS/M IN BEAM \ AIR INFILTRATION BA RIER \ / HEATING ROUGH-IN INSULATION. LyV,_ \✓W e FOUNDATION WA'LS IN li4 F ) \l, FOUNDATION WAtLS EXTERIOR R- 1 FLOORS R- 1 -' WALLS R- k CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- Pr C 1g��� ALI TOWN OF QUEENSBURY s^ a:. BUILDING & CODE ENFORCE T ? • 531 BAY RD. , QUEENSBURY N 12804 "• ,�!•. ,;}'._ INSPECTOR'S REPORT: AR e14O DEPAR „D44`` i^ REQUEST FOR INSPECTION RECEIVED: if Ur NAME LOCATION/ 4EP / DATE PERMIT # �`-' /4/ TYPE OF S RUCT RG: RECHECK APPROVED N/A YES NO FOOTINGS/PIERS `4 • MONOLITHIC POUR FORM ,I REINFORCEMENT IN PLACE / THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION \FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PUR OS E 0 SITE FOUNDATION WALLPOUR t REINFORCEMENT IN PLACE `, J FOUNDATION/DAMPPROOFING , / --- BACKFILL APPROVAL 4( _ PLUMBING VENT/VENTS IN PL ' E ROUGH PLUMBING ?P:AUMBING UNDER SLAB FRAMING: JACK STUDS/HEAD'RS BRACING/BRIDGIN JOIST HANGERS JACK POSTS/MAI BEAM AIR INFILTRATION BARRI:R HEATING ROUGH-IN INSULATION: FOUNDATION WALLS It+TERIOR R- FOUNDATION WALLS E TERIOR R- _. FLOORS R- --- WALLS R- - CEILING R- - DUCT_WORK_ OR UNHEATED SPACES R- - ' TOWN OF QUEENSBURY "%'`,. BUILDING & CODE ENFORCEMENT T `r ' ' 531. BAY. RD., QUEENSBURY NY 12804 \.?• yrt $,„,r INSPECTOR'S REPORT: ARR/ .UjrDEPARTJ/0( INT i - REQUEST:FOR INSPECTION,RECEIVED:, • NAME /_�' -6'` LOCATION 666/V�`-e,,,' rd9 �! . DATE (/. r PERMIT # /(J .�r) TYPE OF STRUCTURE: RECHECK APPROVED N. YES NO / FOOTINGS/PIERS - V MONOLITHIC POUR FORM REINFORCEMENT- IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE T ON FROM.FREEZING FOR 48 HOURS FOLLO ING THE PLACE- MENT OF THE CONCRE E. • 'MATERIALS FOR THIS URPOSE ON SIRE FOUNDATION/WALLPOUR -REINFORCEMENT IN PLAC . r-- FOUNDATION/DAMPPROOFIN• _ BACKFILL APPROVAL . PLUMBING VENT/VENTS IN P 'CE . ROUGH PLUMBING PLUMBING UNDER SLAB \ . FRAMING: . JACK STUDS/HEADERS - BRACING/B' DGING ,. - JOIST HAN'ERS "- . ' JACK POS /MAIN BEAM , AIR INFILTRATIONITS BARRIER • - HEATING ROUGH IN INSULATION: • FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- f - FLOORS R- I WALLS R- - CEILING - • ' R- DUCT WORK OR- PIPING IN UNHEATED SPACES- R- . A/J/- re‘ei4 . • r sx" • TOWN OF QUEENSBURY " BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR //:3S DEPART r65 INT0(L' REQUEST FOR INSPECTION RECEIVED: NAME • LOCATION / DATE j—� —9. 5 PERMIT # 5 /S TYPE OF STRUCTURE: �( RECHECK • APPROVED /_ N A YES NO •k'OOTINGS/PIERS" / MONOLITHIC POUR FORM REINFORCEMENT IN PLACE . 1 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE ALACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE/ON ON SITE FOUNDATION/WALLPOUR j REINFORCEMENT\IN PLACE / FOUNDATION/DAMPPROOFING J/ _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGHPLUMBING \ PLUMBING UNDER SLAB `Vj! FRAMING: JACK STUDSLHEADERS BRACING/BRI.DGING JOIST HANGERS °, JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH—IN i INSULATION: 1 FOUNDATION WALLS INTERIOR FOUNDATION WALLS EXTERIOR R FLOORS -- WALLS R— CEILING R_ DUCT WORK OR PIPING IN UNHEATED SPACES R— J r��� X&jam O -- **** pAFIAPaX U a9 ***Is - -- - ( 027364 ) =.a.cc C L S»>>a== t _(< <A.C.E.S Ve4$ n 7.0>>> »___a__--'_ di untaiQL 3:4b 1995 Cr *Ctr : lItEs-�Aex Trua$ ID : A-CAP YY p tot >W: Quantity . 18 Ti; itch . 1u.75/12 f'4 ••/as =mssnsUs■:UscUUena R..340 15 - SIZE l QED[OA MILK INOUITNIES INC. / TOP emus nos 4- * • 1..yp S.S0 / 1-h-211 taw 14$ !�- �S 3..yO S.SO t•i.dll h1. 1Y • • COLLINS-:'� .��c:. • 2742 S!'Y..::.„....\:i_ TROY.N.Y. 12180 (518)274-1300 -5-6 II-1O-1Z tpti rs Ig-ice s•E-6 3-5-0 - i • 3*6 ! -7 95 — \5 ‘ . All 4>« 4x4 3 • 1X4 : • • ••10-12 .. ""—i s 3-5-6 +� pg 4 i . R. HL TO PK 7-g tc,_ N`iTQ r'1'tQ-7-10 SPA11:6-1O-12_= k�ISE:3-8-11 t'RIGHT NEI4HT:�-7-10 =� r oma° (Pail MAX ST �� s 1 'M Ni$HS$$ �$°: � ` s 1 4_1. ,OilL < L1360 -WEBS s$uD1 spF 8C'� =alma mama EpACtppG • 1�itS ini °. C. REh toEL ESSEi1 i0 Uf lD 1 . 18 NO. Ole RATES Alit 4$TEK 1R0-199,10 IVJAEOCIVIE0 FUO A11M A 446 aD A cAty w:z[D$TEtLtc 05 I log ARCHITECT OR Eti�:�Nte�, PLAT( N!MST DES1614 INOTALLIO TRIAS M ION ME C#A OSCONN ONL,Fo..voloomg T ANDYTE�ORARY SAACIN (NIICM IS MMAV3M tQ } J1 l SPECS. ITECT cR Ot EN �®F Play Y tier 'p+ s . RECEIVE® r AUG 2 21995 � . 46-• ��, ...sly TOWN OF QUEENSBUF'.v 70TR:. P.a3 BUILDING AND CODE 4,011711 -.CSC <cc A•CP•E'M V•rsiOn 7.0)))) W d Jun 07 OB• :26 1995 // Pro t #: Truss ID : A P mi1 0h ig.15/12 _ . : - 0 Quantity : t8 8 t pitch : `--5�8 Q aiti out .. --. RUCTIONS - SILT IC MITI[ 1NOIATRISS ICC. P.S.sills 2- 265 1.-1I60 5.4 i 1.-11So LSO 001 Nor 14041 10•1-MI 3-1,'Mn . 274:. ( Y 12180 � TAO .N300 ,lc, -• i,• • TOP Q {OAst-$.s4s14.�IOTT CU+M.IIUiF 58)27a• , KM t ( • 1Y.T01� rsl.c04.2.s1.(3id.: . : o A ...w. . . -•I•i 1 .a.7 v.�.S 1 :4- .Q 1n-11 1 3o 11.14 1 1-f i h14 1 ' t-S-f hp•14 S+ 5-1.I • OM 2X4/ I 3 4 S i P4 Jr = AM ■a 7 1 2116 s tit: / s>sf 10 4 411010111iiii;"111/11. 344 3X4 k ,.. tX7 s •.:-\I • ' 221 . 1 4.31 1 l.i•1i 1 7 44144 1 it4= 4 LITTLHIGW1':O-7-1S SPA[T:30-0RlfAL RISR'SE310-2-11 RIGHT HEIGHT:1-741 Q 00--00.+.` LOADIaG (PST MAX STRESS S MINIMUM ORO OF M #R P 5 EFL. Smolu19.A.60 4 L/360 Wm>IS STUD l 3if R`PET TtVEL t9Sl17OTk. U m• 1 .15 NNSPOACOFG 6.S in, o. a. NOTE: IOt AN 0.6T IN. mMterstm.HIPLAIMIttr At oaE fEARIN6 • Met S-O;rl-/TO IX FA 41.1 Pi Ws RAMSA4 KM1114413.144 1MI1IRC4R0 AM A A IKT AO GR0 a GALVAA i{SO STUSI011 T AS MI'►N ADS D[sl�l MCC IOCA.IP1-11 ryr.TE MUST OE INSTO i.E1'ON C M FAL4 OF JOINT, MY DIMS It FOR TAMS FASSI0*ti01 SWIMS K MMNEN► WI TEMPORARY SRACING(MMICM IS *L$AVS m)00N3ULT S10O *Rp11TECT CO LNWHrU . i i /J a.e•u i•Ala 19 COLLINS Pea *Zhu MITER HERMITAGE 44 COLLS �oUi 46 GENERAL ROOF TRUSS DATA SHEET BADE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS i FURNISH A COPY OF THIO SHEET TO THE ERECTION CONTRACTOR. 1. The following ttwses were designed/reviewed by?Web Industries INC.based upon information provided by,he specified truss fibriostor. All information on the nun drawiap should be reviewed by the overall building designer/enpneer to inane that proper. building cedes and project requirements have been compiled with before fabrication. . . 2. Dear Is based substantially on TPt and NDS standards In effect at the date of the dewing. 3. Erection.Handling.Satiety Precautions,Temporary or permanent Bracing of trusses are not the responsibility of the Thu Designer, Metal Connector Plate MnuEttturer or the Truss Menufacttuer and therefore are not a part of these engineering drawings. Trusses arc designed as hdividw►oompocsats. All lateral bracing specified oh these truss drawings is inseoded to provide lateral restraint for individual true members only- The deip,amount and proper bmallation of additional permanent bracing is the sole responsibility of • the desiper of the complete structnru. Adegusle Temporary Bracing is the sty responsibility of tea truss erector.Competent professions advice should'brays be obtained relative to truss basing,erection rvqutuemeap,and connections. See 18-91. 4. The top Ovid shad be l t+erally supported with prepetly attached sheathing,unless noted ethctwiet. 3. The bottom cbofd shall be lateaWy supported with properly attached continuous lateral bracing at 10%6"maximum intervals,wNes,notes otherwise. 6. II® Denotes continuous l teral bracing desisted by others. 7. Provisions for adequate drainage should be met on all trusses with any top chord slopes has than a I/12. S. Plata are 20-p,applied on both has,tweeted and oriented so that the second plate ditaeocion is parallel to the nuts chard,ualas noted otherwise. 9. The drilling(glides.Butcbled,cutting or removing any erna sectional eat of any truss member,unless noted otherwise,aril)VOID this drawing. 10.The effect of lateral thrust(force)and kotitontal movement on the rupports atwitter type trusses is not a ooasidanuion of this desipr. The designer and/or builder of the steam must give due consideration to the lateral alums and hormonal movement created by scissor Maria tit the design and eonsuuc*Acn of adequate truss supports. Neither the truss designer,metal plate menuftcturer nor the truss fabricator mow any seaponslbW ty for the design and construction of the truss supports. Professional advice:+hould be scoured relative to the strength.constettetim and design of the esters supports. • 1 L.Tetras to bearing veaaetsion to be designed by others. 12.Tames should be howled prier to and after erection to ensue their stnicttual integrity. Trusses should be inspected tar piste embedment,damage to the lumber(crudes,breaks.crushing,etc.),bow, variation from plumb eta.. For a loll;in of guidelines see HIB 91 and QST-116. 13. MI gable type(non-structural)busses are to have all vertical studs that exceed V-0"in height L-braced to pro ide lateral restraint In addition,all these type rases arc not designed for wiad exposure to die gable floe,unless noted otherwise. X' 1+.Trusses requiring the map ea Cap(pigerbeck)truss are to be field spliced together whose the bats trans meets the cap truss with 2x4x411"12 senor on one Ace only and fartesed with 6-lOd Baas each half unless anted athetwhs w too individual trues dewing.Then Ira minimum of star tabs for each trtespap ommbinatlon O f ► e $. ,,,,• ,�M,,R Inodtutrie lac. % oatK'- QWG.#t 1 .owsoo+are++u$ f. j � • 151.30' Grow+ ` _ .® _ ..._ . f • f • iul \ N 7 - . //a' \ \ • \ \ ;E 47 \ . \ • ill ,/I . ill. \\ a \ C-X 9ication g \ gip. \ APR 2 8 1995 v \ Zoning Administ or r•-. TOWN OF QUEENSBURY • 1 • 1 4 • 1 100 00' +' °1- 1 . . . ��...........1 a . PAGE 54 it., . , : ..... _ ... z .k:K�A Inc: 1 . L.1 ?‘ I V v g • • Q h\ • ' ist.lak.:::.4.1 . . . -• .()1 .,,,-""v \rt-fki,\`" . 1. . t • i . ',/ ' ViL \k 4' A' . r . .\ I. ' ti..6' • •56' a • _ t �r- oy `3:9 is, ...di 90`00' w N/F OF w ��i7�- - jEOS AT PAGE 228 a. S89. 10' '30"E t� ci `��zE .\ � 12T.;89' S86• 59' OO��E >P