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2003-520 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030520 Date Issued: Wednesday,December 10,2003 This is to certify that work requested to be done as shown by Permit Number P20030520 has been completed, Tax Map Number: 523400-290-000-0001-060.000.0000 .Location: 18 BROOKFIELD Run Owner: T&B ASSOCIATES L.L.C. Applicant: T&B ASSOCIATES U.C. This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage-2 Cars Attached Single Family Dwelling , Director of Building&Code Enforcement M CO M C:D 00 fi,d C� Cl fY., C' 0 C 4T+ co gp •"7 CID 0ol v tDD(O O h v _ F� z7 0 a� 0 0 ts > I 3 a 9 0b o ° CIO CCS ? 3. ro cj U ca U N .q Vl4r C G h La o o ro N o o cd a7 9 a > .� 0 A a. y A ,�, V ln� '� ca •pUprl �•� lu Ocli O N �..L. q yFM CL .D Q a�roi N °� w S'�'p` bA A ca U Q °' �� iy (}' �- " c°i � � .� .� W o v a> o o a .L7 .o •. ". � � > y °p�U o 1 � >°,do ro .� aai:= !�.fl �' (� �'ti N '°J" �' 'O � u .^_ a� ro � '� '� 'LY 'tt ay � � °° R, aroi U ;1? •� � °3 :°N 5 a.� , Cc 'aoia+'2a ° Lu O 14 0 U Fo a y MaN _ � >,h 0 v oOan T❑❑'°�n' Uva°°'1 voi°-,wwca°d gw�4o�. 2'yap°o C14 cn co 4 ccf'b d c7 t� W wv� y(+ ❑ ❑ ❑ O U� ❑ ❑ ❑ ❑ ❑ � � R, �_. � ¢' o� aftli � N'g ° � Application for Permit—Septic Disposal Systen!t, _ Town of Queensbury 742.Bay Road Queensbury,NY 12804 (518) 761.-825.6 1. OWNER INFORMATION: _.......................... ....:..:.:..... c� tOfiice.0 ..................................................� se Location of installation: \ O Tax Map No, File Permit N0.0 �1 / . Owner's Name: Fes Paid 2, INSTALLER'S NAME ,may_ e Ct cY c� . PHONE NO. J{� 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate 9 bedroom(s),and multiply# of bedrooms with applicable gallons per bedroom to equal total daily_flow) Year of House: No of Bedrooms x Computation — Total Daily Flow 1980 or older x 150 gal/bdrm = _ N EWD 1980—1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Cs IU1_ (1 2003 Garbage.Grinder Installed yes ! no TOWN OF QUEENSEURY Spa,or Whirlpool Installed" yes ____ no BUILDING AMp CODE 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) T o Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su 1 �l sand at what depth w at what depth municipal olling loam, feet feet well Steep slope clay if well;water supply %slope . other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) .Rate: minute per inch 5. PROPOSED`SYSTEIVI: For New Constic�tion: All,individual sewage;disposal_sysferiis.must be designed by a licensed professional engineer or architect(unless installed in a FlOWing,Boa=d approved siilidivision).'Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder;Spa.or Wlirlpoal.Tub. Septic Tank gallon(min. size 1.000 gal,) Tile Field: each trench ) ft Total System Length: c ft Seepage Pit(s): number of • size ofeach: ft.'by ft Size of Stone to be used: ,# G-- / depth,or thickness `�� x.feet Bed System Size: C� x � Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number oftanks: / Size of each: gallons /TOT.AL Capacity: J�alions Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7, SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material:misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury-Sanitary Sewage Disposal Ordinance. Signature of eesponsible person Date _ '1<>tv:t cif ticzece�tgl�xzi-v ' sewers and Scw.tJ;c: Di=.ims—il !1'13S()M'-'VION ,IP.t1ItA`1'1t)N ItI.t21.JIItt,[1II�:N'I`:� ' a `�` �s��t • 1,� poNfa tiii►rE Fk. - _ ✓fir r= OUSE- (IIII i .,��^ S c!•tic, !t `";�y �+JtY�x7Rrtrc�i t�1A. tn' T. SIGNATURp_ $c INFORMATION FOR"SYvrvbwL rnxv�vi. �„aa�.,••..,•, Fire Marshal's Office Town of Queeusbury,`742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys, applicable to solid fuel & vented gas appliances Date i �??� ' ,20 �,.� t Permit No: - Application is hereby made to the Building&Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or.owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in -and Final Inspections are required. Applicant Information: Fuel Burning Appliance Information (circle appropriate words) Name: C. Stove: wood coal pellet gas Fireplace insert Address ,,��;e (Ji Fireplace,factory-built: wood sM Fireplace, masonry: wood gas" Furnace: wood Qgas oil Phone: " If non-masonary applicarice, please provide Owner: Manufacturer Name: 9?f z Address: r, Model Number: ' - Chimney Information tx l(Je Phone: (circle appropriate wards) t' Masonry block brick stone , n 3 Flue the steel size: I'l inches Exact Address: � 4 i�tN) C T 4 A. iv of construction or installation Factory-Built ' ay �� Manufacturer name; t c _ s F C kN,S'A r3 � b Model Number- Note: Listed By Number: Construction 1Installation must coca ortn to NYS Fire Prevention cot Building Indicate(circle) chimney material: Code. Consult available Town of Queensbutry Handouts regarding required inspections. Triple wall ,' insulated % Direct venting O inzney Liner t ` ' SO . :Y ! rC,�,er.Xxa[�-',�r.Za►e�pat�r�,.�*acct--�;'+cs�.zs.,.vf'$�cx���,�rbs�i�c*�r,.,�1T��-�csr.I�; Fire Marshal Carle# Collected Re rnrlecl Iiecciveilf Utta (refunded to). r �, a: -- 4 173 3389 (190) Public Safety A 233 2655 (230)Minor§des DATE .. White(Applicant) / Green(Eire Marshal) / Yellow(Bldg. Dept.) - J 11ink&Goldenrod(Cashier's Dept.) Project Name: BP# Address: Building Permit Submission Single fan7dy dwelling Tuofiandy dwelling Checklist All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted-until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... ... ...... ... ... ... ... ... ... ... .�s El no 0 n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. '>%S' Rno Fln/a 3. Energy Code Inspectors Report from CheckMate Program..... ... ... ... .. .�Eqs ono Ej n/a 4. Septic application completely filled out(if applicable)... .. ... ... ... ... ... ..>f no R n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... ... ... ... ... ... ... ... ... .. '— �—[:]no [:]n/a 6. Electrical Inspection Form... ... ... ... ... ... .... ... ... ...... ... ...... ... ..I ... ... .�Ws Ono Rn/a 7. Two(2) complete sets of structural drawings... .. ... ... ... ... ... ... ... ... ... ... .>�-s Ono [:]n/a a)floor plan;b) foundation plan;c) cross sections:d)elevations;, e)window and door schedule I t 8. Two (2) site plans showing location of the structure to be built. ... ... ...... �<s Ono Rn/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure ... ...... ... ....... .. ... ... ..... .� Ono Eln/a 10. Setbacks to neighboring wells and septic systems,including onsite well >� F]no Fjn/a and septic systems (if applicable) 11. DrivewayPernrit... ... ... ... ... ... ... ... ... .... ... ... ... ...... ... ... ...... ... ... ... Krs []no RrL/a Date: Staff Initial: L:\Suel-leniingway\BuAding.Pennit.FORMS\Ge ericCheckhs ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*- Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(T Stories or less) Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential , *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area-- �' square feet 2. Type of heat- Electric oil Gas OthS, 3. Is building mechanically cooled? yes No 4. Percentage of area of windows and. doors Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R b. Exterior walls R 19 C. Glazed areas R6.3�'o ' d. Exterior doors RD (D e. Floors over unheated spaces R f. Edge of slab,on.grade(heated building) R 9. Basement/cellar walls (above grade) h. Basement/cellar walls (below grade) R i. Heating/cooling-ducts-piping in unheated,space R 6. Service (domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140--WILL NOT BE EXEEDED T4antZnat kej.':� Date Phone Number INSPECTOR'S REMARKS: N Pq x x x ro ' I n N N H N m M ro n H11 H 0 r z U p ' H H H > > r , H M H H H z 0 r X o r x z0 k > o > z ►� z z z z ,'37 H H H 0 H C 0 r H 0 H N 0 ro n H ►� a 0 a H H H M r' M M n M z 0 H H M N z H m > t H 0 r r H H H I H N x 0 p M H H Z 'r H C n n n 0 N a d z d 0 H N z H x H M >z 0 H H t� H 0 0 0 0 0 H 0 0 0 z k H 0 o z + N C r ro ro Ica 0 0 0 ro H 4 0 H N N N z ro ro ro H ro ro H 0 x o ro C z H K � nmN zH N z z n ro M n r n H z N $ H H C a m 0 H 0N � rpw > N N > H � 0 HHz , NH r0NC Hx I nC z ozr o 0 rN r m HH x � x o H n H N N N 'G N C X ro I- p 0� C H H C z H M H H IQ H nr n z r0 xH c� Oro d z � �' 0 z zz x � � , r � �JH n H �z xo I � � to�,�O x H 0 n v H m0 �mo� z M Hr H I >dA x <+-• H I Z�MCCM Y m x x ozz if ro ro U) m0p v� H c � I '� Residential Final Inspection Office No. (518) 761-8256 Date Inspection re ue'cl SIX-eceived: Queensbury Building&Code Enforcement Arrive: a 7 742 Bay Rd., Queefisbury,NY 12804 Inspector's Ini NAME: - A'k-Q�S IT#: 3 "16 VATE: -z-= /Z LOCATION: D-r- TYPE OF STRUCTURE: Comments Y N N/A Chinmey Ht./"B"Vent/Direct Vent Location V, Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete V, Interior/Exterior Raihngs 34 in.to 38 in, Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. V, Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazin� Window in stairwell§safety glazing I Interior Smoke De4ctors: Every / very ery�B�croom.� �Outside every bedroom ea. Inter Connected: N Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches %hour fire door/door closer Garage fireproofing Duct work Scaled properly Attic access 30 in.x 24 in.x 30 in,(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) ,Qkay to issue Temporary C J 0(Cert.Of Occupwicy) Oka to to issue Permanent C 0(Cert.Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2A)c dice January 28,2003 ` Residential Final Inspection � a Office No. (518) 761-8256 Date Inspection reque eceiv 0 Queensbury Building&Code Enforcement Arrive: a p art: In 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initia NAME: 7a 3Aky C— IT#: LOCATION: ML46Vic; RL 1— ATE: 03 TYPE OF STRUCTURE: %A Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 iu. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to silt plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30.ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating, Logy water shut-off boiler Relief Valve(s)installed. Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroa . Outside every bedroom area: Inter Connected: I atter backu Bathroom Fans,if no windo Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/hour fire door/door closer �� i i Gara e fire roof n c. V--- t Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents , Building No./Address visible from roadC Final Electrical Site Plan /Variance required- Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert.Of Occu anc ) Okay to issue Permanent C/O(Cert. Of Occu anc L:ISueHemingwaylBuilding.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Town of Queensbury Fire Marshal 742 Day Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Facto Bu• Gas Fire lace/ tove Ins ection 17.e ort Notice:New York State rewires that all ITL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufactur Is instructions or specifications is allowed. Permit# QO13- Schedule Inspection l� 3 -Time t^ am pm ytime Inspe o i "l' o ' Rou In_ •iaal Name ��� Address /rr �O tf' LC Appliance Manufa turer Model# Direct Tent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof j penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve 1 Combustion Air Hearth Extension (if any) Mantel Height above f/p opening "Fitness Operation Tank Placement(if LP) White—BuildingDept. Yellow er Pink—Tire Marshal Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection xeq recei : QLleensbuxy Building&Code Enforcement Arrive: a p art: 742 Bay Road,Queensbury,,NY 1.2804 Inspector's Initi s: NAME: �� PERMIT#: �-' y LOCATION: INSPECT ON: e TYPE OF STRUCT Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more 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 snow shield 24 inches from wall Fire paration 1, 2, 3 hour re 12, Firestopp g Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation Of House side '/z inch or 5/8 inch Type X J Garage side 5/8 inch Type X � C � Ceiling/wall _ Windows Habitable Space/Bedrooms C`7'� ptv� � 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\,SueHerningway\I3uilding.Codes.Inspection.FQRMSTraming Firestopping Inspection Report.doc January 28,2003 1 . z r Framing Firestopping Inspection Report Office No. (5 t 8)761-825 6 Date Inspection re es re 1 Queensbury Building&Code Enforcement Arrive: p art:J��nl'�In 742 Bay Road,Queensbury,NY 12804 Inspector's ITniltid s: NAME: PERMIT#: LOCATION: l ca INSPECT ON: O 0 TYPE OF STRUCTURE: FFITTh—ing __�Y/ N N/A CO ENTS Jack Studs,/Headers Bra t1 Idgin g --'i'ois ->A"CL--- 6P Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 A. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes Bearing Walls Metal Strapping for Notches Top Plate 1 V2(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 snow shield 24 inches from wall Fire separati 1, 2, 3 hour Fir 4 hour- topping qvw (AN2 'Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch 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 L:\Suellemingway\Building.Codes,ln,spectioii,FORMS\FramingFirestopping Inspection Report,doc January 28,2003 zt � Framing / Firestopping nspettio 'ep'c Office No. (518) 761-8256 Date Inspection requ r eive a Queensbury Building&Code Enforcement Arrive: In D a )m 742 Bay Road,Queensbury,NY 12804 Inspector's ifia In Inspection req'u eive Arrive: a D Initia Z_:7 NAME: PERMIT IT# LOCATION: <21\0) INSPECT ON: JC TYPE OF STRUC Y N/A OMMENTS Framing Jack Studs/Headers M a,�,y— Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. � Stairwells 36 in. or more Headroom 6 ft. 8 in. V/ Notches/Holes/Bearing Walls or br-A l~ bptV3 Metal Strapping for Notches Top Plate 'I 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire Zw2, 3,4 hour 7Festopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) V/ 20 in. (W) 5.7'sf above/below grade 5.0 sf grade L:\Suellemingway\Building,Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing / Fir6stopping Inspection Report Office No. (518)761-8256 Date Inspection r st re eived: Queensbury Building&Code Enforcement Arrive: `' a a aI �. 742 Bay Road,Queensbury,NY 12804 Inspector's Ini NAME: PERMIT#: J LOCATION: INSPECT ON: TYPE OF STRUCT --�,' Y N N/A COMME S Framing r Jack Studs/Headers Bracing/Bridging Joist hangers j Jack Posts/Main Beams J - Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. ,J Stairwells 36 in.or more Headroom 6 ft. 8 in. � _ Notches/Holes/Bearing Walls -Metal Strapping for Notches Top Plate 1 l2(w) 16 gauge(8) 16D nails each pidel raft stopping 1,000 sq. ft, floor trus s Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall V CJG k2iEV? � 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 %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X � "�'� Ceilin (wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date lhspecti re est re ive Queensbury Building&Code Enforcement Arrive: e a 742 Bay Road, Queensbury,NY 12804 Inspector's NAME: --- PERMIT 4� 03 LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plu Bing Vent Vents in Place /kough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly 14 COMMENTS: -L:\SueIiemingway\13uilding.Codes.Insper,tfon.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Town of Queensbury Fire Marshal 742 Day Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Facto_,gr Built Gas FirMIace/Move Inspection Re, Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufactur instructions or specifications is allowed. Permit# � c V Schedule Inspection 63 q*.e am pm anytime Inspecto Name �� }`-� Addresses hough mal_ -.- -J 7 Appliance Man factures c�,�b c _5T _ Model## `217 L BLSA r �OC'x73Z.�C Direct Vent Factory guilt Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firest®p(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement{if LP) White—Building Dept. Yeno, Cast er Pink—Fire Munlud Framing/Firestopping Inspection Report 10AI-11 Office No. (518)761-8256 Date Ins ection e ece, Queensbury Building&Code Enforcement Arrive: c rt: 742 Bay Road, Queensbury,NY 12804 Inspector's hilt s C' NAME: PERMIT#: LOCATION: INSPECT ON: -ZT--aa:i23 " TYPE OF STRUCTUIW-- Y N—"NIA COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6-ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft, or less on center >-o,4nd snow 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 V2 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 L:\Suellemingway\Building.Codes,f-nspection.FORMS\FramingFirestopping Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection re u re e" Queensbury Building&Code Enforcement Arrive: a pm Depart- 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s: NAME: __rA 5 RMIT#: LOCATION: SPECT ON: 0-3 TYPE OF STRUCTURE: U Comments 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump F oting Drain Stone: 12 inch width 6 inches above footing C:—f— rriil of for wet areas under slab i McKim ApprovaT Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Giade 6 inch drop within 10 ft, L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Z44 77 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Ins -'ection r st receivad) Queensbury Building&Code Enforcement Arrive: a D xM/p/A 742 Bay Road, Queensbury,NY 12804 Inspector's AsNAME: PERMIT#: 3 90 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. e- Z- �r NZW Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents V)M- S)b Tr-> F-X-GT 5 PSI or 10 ft. above highest V�) Connection for 15 minutes Water Supply Piping Copper Commercial Conner. CPVC,Pex One&Two Family Residential Chec k/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COTNfMENTS: Ale- Zt Ic Li �ND VQ -L:\SucHemingway\Building.Codes.inspection,FORMS.\Rough Plumbing Insulation Rep t.do January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ani/pft�Darl: c '.44n/p-in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: '1eT;--, 4-5s<nc PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand I Loam/Clay ._Type of Water: Municipal/Well Water Waterline separation distance Well separation distance Other,wells: Absorption Field: Total length Length of each trench Depth of trenches ft. Size of Stone__ -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Ta c to Distnbuti_qn Box Istribution Bo to ield I Pit -Opening Se NI Partial Location/Separations Foundation to tank - Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear �jystem Use Sta Sta Approved pproved Partial Approved and needs to be re-inspected,please call.the*Building&Codes Office Disapproved LASuellerningway\Building.Codes,EnspectionYORM S\Septic Inspection ReporLdoc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: T 63 Queensbury Building&Code Enforcement Arrive: m/ In Depart: M—/Pnl 742 Bay Rd., Queensbuly,NY 12804 Inspector'sInitials:NAME: PERMIT NO.: (9 LOCATION: 05M kA INSPECT ON: RECHECK: Comments and/or diagram Soil Type: a Loam C1 Type of Water: Municipal//Well W Waterline se aration distant ft. Well separation distance Other,wells: ft. Absorption Field: Total length 4?1-11" ft. .-Length of each trench ft. Depth of trenches Size of Stone Seepage Pits: Number Size: - X Stone Size: Pi in Si j Typpf 741W< Building to tank Tank to Distribution Box SA Distribution Box to Pit -Opening MX/Partial Location/Separations Foundation to tank Foundation to abs2 tion Separation of Pits ft. Conforms as_per Plot PlanA -VY_N Xf�, .,4j — 6 V. I L, � 19C-4tj Location of System on Property: Front Rear Left Side (Rig:h:tS:ide) Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office -Disapproved L:'w"ueHemingway\Building-Codes.lnspection.FORMS\Septic Inspection Reportdoc January 28,2003 h4, Alt, 2ss.5 , S14.3�0 i T 20 1.�. +�..'► 'llNAtflltatlhE AI.TQiAt%#i OT`/iDDili0P7 To A S�.RYE'f hUB gEARRY30 A{1GENSED yJ�ND SUNYE'1�Ri5EN.19 A NOUITION pf'SGTIDNSVN-WlA4W 2 OF AMf'y NEM W7N1t SfATE FnUCA OF THIS SUNS J{ j_�'�}y`[/1[��, YAR�iFDY�AN�Gt UL Cf T4E� LAt83 94RYE.K�4'3 � `!� TEAL 9iltl-8E CON9DERE0 TO ff YAt70 IIftLIE CAY� J Foundation Inspection Report Office No. (51,8)761-8256 Date Inspection re Queensbury Building&Code Enforcement Arrive: V-Ob Depart: a;6�� 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini * Is: ERMIT#:NAME: 97 LOCATION: INSPECT ON: 1 TYPE OF STRUCTORP: Comments Footings Piers N N/A Piers Monolithic Slab Reinforcement in Place The c'ontractor 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 Foundation Dampproofing Foundation/Waterproofing Type of Danipproofing/Waterproofinig Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SueHemingway\Building.Codes.Inspection.FORMS\Fotindation Inspection Report.doc January 28,2003 Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit# ?t-O� ,phone:(518)761-8256 Date: —7—1 L-1-� Fax: (518)7454437 Fwaik codes@gueensbury.net Your building Permit application has been reviewed and found to be deficient in the following areas; r These details need to be added to or noted on both sets ofplans. Please feel free to contact this office with any questions regarding this matter. ?-mn2003.d- 1 L-\SueHemingway)Buildin&PcnnitFORMSWeficient buildi a003`�� r it b r REScheck Compliance Certificate he By/Dat New York State Energy Conservation Construction-Cod REScheckSoflware Version 3.5 Release la Data filename:Untitled.rck TITLE:TB190.DGN-"THE OAK GROVE I" COUNTY:Warren STATE:New York HDD:7635 ' CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 07/05/03 DATE OF PLANS:7/03 PROJECT INFORMATION: 918 BROOKFIELD DRIVE BROOKFIEL-D ESTATES QUEENSBURY,NY T&B ASSOCIATES ` OF NEW y COMPANY INFORMATION: �Q't J. OQ DANFORTH H.CHRISS C3 #27 ELECTRIC AVE. V EAST GREENBUSH,NY 12061 ':y; w x ui F� COMPLIANCE:Passes 041 , Maximum UA=517 w Your Home UA=404 21.9%Better Than Code(UA) Gross ' Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 12 30.0 0.0 0 Ceiling 2:Flat Ceiling or Scissor Truss 10 k0 0.0 0 Ceiling 3:Flat Ceiling or Scissor Truss 19. 30.0 0.0 1 Ceiling 4:Flat Ceiling or Scissor Truss 780 30.0.' 0.0 27 Ceiling 5:Flat Ceiling or Scissor Truss 1076 30.0 0.0 38. . Wall 1:Wood Frame, 16"o.c. 1419 19.0 0.0 71 Wall 2:Wood Frame, 16"o.c. 1241 19.0 0.0 67 Basement Wall 1: Solid Concrete or Masonry 1131 11.0 0.0 74 Wall height:7.6' Depth below grade:6.6 Insulation depth:7.6' Window 1:Vinyl Frame:Double Pane with Low-E 145 0.360 52 Window 2:Vinyl Frame:Double Pane with Low-E 93 0.360 33 Window 3:Vinyl Frame:Double Pane with Loiklk 32 0.300 10 Door 1:Solid 18 0.160 3 Door 2:Solid 39 0.310 12 Door 3:Glass 40 0.340 14 Floor 1:,AII-Wood Joist/Truss:Over Outside Air 12 19.0 0.0 1 Floor 2:All-Wood Joist/Truss:Over Outside Air- to 19.0 0.0 0 Floor 3:All-Wood Joist/Truss:Over Outside Air 19 19.0 0.0 1 Floor 4:All-Wood Joist/Truss:Over Outside Air 9 19.0 0.0 0 Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered DesignProfessional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer '—)JE& CI �L� (2fffZf Date7/5 ©� '�SOf NeW C 04 S REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheekSoftware Version 3.5 Release la DATE:07/05/03 TITLE:TB190.DGN- "THE OAK GROVE V Bldg. Dept. Use Ceilings: 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: 1ST FLR.DINING ROOM ANGLEBAY CEILING W/ 10"F.G. 2. Ceiling 2:Flat Ceiling or Scissor Truss,,R-30.0 cavity insulation Comments: 1ST FLR.FIREPLACE CEILING W/ 10"F.G. 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: 1ST FLR.BREAKFAST WALKOUT BAY CEILING W/ 10"F.G. 4. Ceiling 4:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: 1ST FLR-LAUNDRY ROOM CEILING W/10"F.G. 5. Ceiling 5:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments:2ND FLR.CEILING W/ 10"F.G. Above-Grade Walls: 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: 1ST FLR.8 FT.WALLS W/FLR-RIM&W/6"F.G. 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments:2ND FLR. 8 FT.WALLS W/FLR-RIM&W/6"F.G. Basement Walls: 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insuI,, R-I 1.0 cavity insulation Comments:8"POURED 8 FT.WALLS W/3"F.G. Windows: 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: 4 Panes—Frame Type Thermal Break? Yes No Comments: 1ST FLR. SIMONTON PROFINISH VINYL SH LOW E/ARGON WINDOWS 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: 9 Panes Frame Type Thermal Break? Yes No Comments:2ND FLR-SIMONTON PROFINISH VINYL SH LOW E/ARGON WINDOWS 3. Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:2ND FLR SIMONTON PROFINISH VINYL PICTURE LOW E/ARGON WINDOWS Doors: 1. Door 1: Solid,U-factor:0.160 Comments:THERMA TRU 2868 FIREDOOR 2. Door 2: Solid,U-factor:0.310 Comments:TBERMA TRU FRONT DOOR W/SIDELITES 3. Door 3:Glass,U-factor:0.340 Comments: SIMONTON PROFINISH VINYL LOW E/ARGON PATIO DOOR Floors: [ ] 1. Floor 1:All-Wood JoistfFruss:Over Outside Air,R 19.0 cavity insulation Comments: 1ST FLR.DINING ROOM ANGLEBAY CANTILEVER W/MIN.6"F.G. [ ] 2. Floor 2:All-Wood Joist/Truss:Over Outside Air,R 19.0 cavity insulation Comments: 1ST FLR.FIREPLACE FLOOR W/MIN.6"F.G. [ ] 3. Floor 3:All-Wood Joist/Truss:Over Outside Air,R 19.0 cavity insulation Comments: 1ST FLR.BREAKFAST WALKOUT BAY CANTILEVER W/MIN. 6"F.G. [ ] 4. Floor 4:All-Wood Joist/Truss:Over Outside Air,R 19.0 cavity insulation Comments:2ND FLR.FOYER 12"CANTILEVER W/MIN.6"F.G. Heating and Cooling Equipment: [ ] ( 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number 67M f11 W---(,MPnf% ?2�7.17— t+1G hL �te.[��e Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air E leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside,an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the facture must be installed with a J 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. � l Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values,glazing U factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ j Supply ducts in unconditioned attics or outside the building must be insulated to R 11. [ ] ( Return ducts in unconditioned attics or outside the building must be insulated to R 6. [ ] Supply ducts in unconditioned spaces must be insulated to R 11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R 2. Insulation is not required on return ducts in basements. Duct Construction: [ ] ( All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:'Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] j The HVAC system must provide a means for balancing air and water systems.. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] ( Separate electric meters are required for each dwelling unit. Fireplaces: [ ] ( Fireplaces must be installed with tight fitting non-combustible fireplace doors. { j ( Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York Cite Bu ` ilding Code,as applicable. Service Water Heating: [ ' ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. J[ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools. [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20%- of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] ' HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the j levels in Table 2. . I 1 e Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature F) LJg to 1 Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 .1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts I"and Less 1.25"to 2"' 2.5"to 4" Heating Systems Low Pre'ssure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 ,,','0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES To FIELD (Building Department Use Only) Check Residential Plan Review: One & Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 11500 sq.ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40psf 70 Groimd Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor YResidential Check Paperwork Compliance and Inspectors Checklist: OK YDampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Requiredoen— Ice and Snow shield 24'fln side)Exterior Wall/24"E side flnee Walls U— Platforms At Exterior Doors 6 Ec\—% Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2 d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation \(Z Garage Floor Sloped Attic Access Z--) Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level 00-y f;� VLA Kz) Soil Test Results, if required Septic To Well Or Water Line Separation C All Paperwork Signed i 1 ( MAP REFERENCE: PHASE II BROOKFIELD ESTATES xwmcrx •••�•`..._ DATED DECEMBER 7, 1987 LAST REVISED JUNE 71 1988 BY VAN DUSEN & STEVES LAND SURVEYORS r i 05 07 .0 35.89' _ g o � ,1d9 PROPOSED we (j 10 lk LOT 18 LOT 16 67,255 sq.ft. 1 1.54 acres yQ2 I � 8g5 , 3 SaC� S�4 i 191 ave seen or observed, or believe 1 saw evidence of, all biects such as houses, wells, trees, fences, etc., sh wn on this document. I also represent that I have L T 20 Pe n Ily meas ed the distan set g fo on the dia�lam." SIGNATURE DATE I i j D � � ate, J , 2003 '1wNAHMM AMAIN 04 AL1 MQN ro A ILMY Scale 1"=50' •� NAP WAMO A LMMO LAN&MLIRVMM I M,a A Map made for *MAIM W N=M 7W"-WOW 2.of*W NEW AM WME E7AIG TM LRAV - 'oLr COO FXN 711E ORM&OF"wAWY wim Milt AN O UN&W DE LAND 91A1%M I KCAL SI LL OK CONs1D M W NE%U0=9 COW �r� Steves Cf�1RICAbI ►WOM NEON MM OW T & B ASSOCIATES 'RR MIMlLEY M11i PAEPAAEO tM Ai00paNtLE M/1N it1E DXPW OWE Of PRA6M fat LAID MWE% M AOOPID �. l Cl S 1.7,r v€�y a r s uIft UIE NL7,nAlt 0 C AMJp<7WU OF L f%NLY LAAIo auArF+lolta eAo taraFld+llawa i1tAu Ai1M OILr ro 7NE PL "M Im*x 811NIEr R PWANX No 1 AN M to,NE>�M US a0M011u MV Town of Queensbur Warren County, New York > T t OR i 169 Haviland Road Queensb A A� '� '1 A� ur3r, New York 12804 ,0 A+N TME Lorwa *�* 1 4/27/02 UPDATE SURVEY T do 6 ASSOC. (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DM. NO. 86671-1 Rugg 27 .03 02: 55p Jim Furey 518 885 2984 p. 2 by T & B Associates August 27,2003 Town Of Queensbury 742 Bay Road Queensbury,New York 12804 Attn:Fire Marshall Attached please find the Truss Certificates for 18 Brookfield Drive in Queensbury. If you have any questions,please do not hesitate to call the office at any time. Thank you! Sincerely yours, Jo Anne E.Knapp Personal Assistant t Jek Enel: 20 • YY.`.< `v,`T.i .�V}:k...• :;'F���•V3'•.•`�„S af�7"i� _ �.iiU,�, �M,_��`.ii,a?,pi�r�;yl�^y^}:^'.k�kY� �rJca�.;, .r;. .:�7.,. :ra:;i m '"'•!'(x:. - .x.r�;r'yrY•.. :;.iH!.£v'�..J.^. 'You"& Your.:. -.#d* Assacxates�7a Westwind Hills. . . Buxldirtg tYie Best.fo :,...,, .,.,;,.L . :; 538't395=4375 Proudly offered by Jinn:Furey, Licensed Real Estate Broker )y ?.�:. jA.'.. '.t..y'Y.:.ifkNtiM"Kfi+.'7e�i.iti.1'SI,lei-:.tit»i.W�.�.i*i0.��•.!*M�!",l.x+:.�wdav .L'^�Y f:�t,�S",*Tt::. .{i. .�.:s t-�}•�s:+v`::1.rL*;':,.:e'Vl: :.4;_ :iC:i NOTE:Ali room sizes are approz&may vary from 6r-12".Designs may be shown with optional features/exteriors,consult Jim Furey for standard features. Up until the time a contract is signed,any of the basic specifications&base/option prices may change without notice,please ask for ua to date information. This Information replaces all previously dated/undated m9terial- / /Thank Youl Rug 27 03 02:.56p Jim Fureb 518 885 2984 p. 3 'AUG-27=03 WED 09:31 AN BELL. TRUSS DEFT, FAX NO. 3551371 P. 01 i=NG1NEERING BY TIENCO -. A MiTek Affiliate- Mi7ek Industries, Inc. 818 Soundside Rd Edenton.NC 27932 Telephone 2521462 7000 Fax 2521462-7115 ltc_18Brook UD Assoc#B77204t1.iDt# 18 biookfield Dr The truss drawing(s)referenced below have been prepared by Truss Engineering Co.under my direct supervision bnsc.d on the parinleters provided by Bellevue Builders.Supply Pages or sheet%covared toy this scalEl291392 thntEl291402 My license renewal date lbr tho state of New York isAugtmi 31,2003. p5 NIC- �,�� \�)6p.sTrt �K�©,per e r 4 &0,S71g2 4r`a July 30,2003 . LtrzyAuwski,Marvin The seal on these drawings indicate acceptance"afprofinsio»at cnginedOng responsibility solely For the: truss coiriponc:uts shown. The suitability and use of titis minponcnt for any particular building is the responsibility of the buitcbng designer,per ANSIITPI-1995 Sec.2. r:nginecraig sc vices provided by 1*rttss Lagineering Company. Aug 27 9 03 02: 56p Jim Fur' e!j 518 '885 2984 p. 4 AUG-27-a03 WED 09:32 AM BELL, TRUSS DEPT. FAX NO, 3551371 P. 02 < ra Je 0 0 co fo 0 U) O-V O-O-Z Of -Ir UA C2 �s��Col... _ _ •� C 'M 0 T Ev 25 2E it co -—-------------------- > Aug 27 03 02: 56p Jim Fureti 518 885 2984 P. 5 AUG-27-03 WED 09:32 AM BELL. TRUSS DEPT. FAX NO, 3551371 P. 03 Job Tru;'--r X "YPr _T63 Pr*- lalm T01SE STRUCT GABLE i �TheOak Grove I 231312 -nil cu6? 3-422n - ago 0.10.1 C-34 1-0-1Z 1.1.0 1,41-0 1140 WO UZO 7.4.0 0-10-8 Acob 1:67.7 10.00 rl'! 2.411 2,41 zoo 11 3%5 74 Z-4,11 2.411 20 11 ZX4 11 it 2.4 29 20 11 is ill 17 to is 14 :k!. ORO= IS4 11 2,14 11 2441, R'o 11 2.4 11 2.4 It 22--o 14" J LOADING los-1.11 SPACING 2.0.0 8 Pen in Il*c) 1100 PLATES GH(P C "T' TCl L $0.0 Males 3ro TC eo Vort LU -0.10 2.20 >910 111711144 TCIX "L", a 11:115 1 01,70 tole Lwulr,ob...... & .45 venTt) -0.31 2-20 >530 SCIL 0.0 Sirm Iner YES .50 Nwzfff.) 0.02 12 Wit ttCOL 10.0 R15. 80CA1 Cc ANSW 1st LC LIL Min Wall=300 'mil-lit;159 to BRACING TOR 010 RD 2 X 4 SPF-S 1r5b0r i.sE TOP C14OH13 Shuathcd or 4-10-3 cc pa(lorm. 50T C140RD 1 X 6 10r-6 165DF 1.512 HOT Ct:ORD Maid coiling directly-.plitiod or 1 0-0-D cc bracing. WEDS 2 X 4 SPF Stud 'Ex t. 4.70 2 X 4 SYP NoT orrill-115 7 K 4 SPF Stud'Utapt- 71-22 2 X A SW Nts.3,23 24 2 X 4 SYP No.3 25.26 2 X 4 SYP Nn.3,27-28 2 X 4 SYP N9.3 REACTIONS Oofe?;Q 2-1508/0-6.8.10=110919 9 a,18 112=1013613-9-8,17=25019-9.2,16=111419 9 8, 15.17410-0ol!!.14--225la-9-11 Max Harz 2-313flund vie 31 MAv Uphfi2=-239((uatt case 41,19=-1 3611fild C'%*;V 51.18 1 GI[land Mlto 6).12-011ead caso 21, 17-87(load case 61.1 fi=-BU([Gnd case 5).16--871104d Calu 5).14-1100flued caso 51 Kix Grov 2-11 508(lond cs!u 1).19--4091load cam 11).111=91(Inad case 7),12-83609,id cost 1),17-2SO(load romr,11.to-I IIIIJIDad cairs,7),15=174poad cuss 1).14=234(lpid cu:io 71 FORUS Ilb)-Fum Load Cati,OntV TOPCHORD 1.2=V.2-3=.1670.3-4a-11116.4-6=.913,5 li--914,0-7--899,7-8=,942,B-9--941,0-10=-339. 10 11-440.111.12-081,12,12-64 HOT CV011T) 2-29,1064,201o.11064,20.30�10114.19-20=60.3,to 19-083,17-18=6U3.ill 17-083,16-16 14-15,-683.12-14=G03 WCK 3-M-.641,4 20,085,5-19--IS2.6.10--1115,0-17-1 G3.9-16-110,11. 11-14--1 Of 11 ytw-truly hw;boon chatitod for uuI*4)nvid lQu4n0 corta'moAs. 21 Thu;1ruz has boon durltimid for the wind toads ecoustawd by 00 mph winds at 30 ft shove voctind Icyal,using 5.0 ptif too r-how dead toad iod v.6 iir bottom chord dead toad,In 1110 giblu end root zone on on,cetupuncy cotoliary If.cont)q;nn I nociatod bul-luire.with oxvu-jurc C ASCE V-95 per OOCAtANSIDS It ono vestica's or cantilovoys exist,they rue exposed to wind. It Patullo exist.they Oro not Oxpowei to wind. The lumber DOL k)crc*sc is 1.33.and the PI-In a-ip incroaso I;t-33 3) Ttu!.z;I0!-iDmtI for vnAd loads*vi ilso plan,of tho truss only. For zmicI3 cxposod to wind fivielld jr;the taco),sea MiTak '51.1till.'wrt'GDblo tild DOwIt' OF N 41 Gibli,cluds!tjmt..-tl nr 1.4 0 cc. 5)-Thij ltu&i.lite;bran dasiUrad for a We load of 20.0psf no The bottorn chord in all areas with a Cluaranco orcular zhon.2-0-0 I"1jwr,t:n the bottom chord brid env other marnbom. fif Prawdo mcchanic-0 ro-womiun(by other.,.)0 twus:la bearing Plate capable 611 Whh.-Ionding 239 lb U;A41 rat joint 2.136 lb uplift at john 19.101 lb tIL4iftal joint I B.69 le utAlt at joint 12,87 lb uphill at joint 17,88 th uplift at ivirit 10.87 Ih uplift at k A j.cka 15 mtf t0C Its uplift at Wni 14. A 2)Ujr.vrtr.,-.hir;boon do SDiwd with ANSI/TPI 1.1095 cniefits. July 30.2003 A "ENdl N-ElEfRIMFew A"KCAO marrES 044 1003 MW rAGER11-7472 Drf-a"k#" �C�mk w. d . ... r=u, A Affifiale .,..... A WL Aug 27 03 02: 56p Jim Furetj 518 885 2984 P. 6 'AUG-27-03 WED 09:32 AM BELL, TRUSS DEPT. FAX NO, 3651371 P. 04 JI.Ily 6,2003 WEB BRACING RECOMMENDATIONS TE6-WEBBRACE Ti"'4 E"'Nm a C" o MAXIMUM WED FORCE Qbs.) X bNACE 24"O.C. 4VO.C. 72'O.C. 12AYSIM iwi-TN�M_'ATERIAL 1YP 12- BRACING MATERIAL TYPE BRACING MATERIAL TYPE C D A a C D C...... . D 11,11-01 3000 '1603, 4400 AGIA0 1344 4000 4000 5200 6382 127-0 3IS4 5014 1364 M 3942 3342 6914 3942 5914 14*.W 12740 3450 3460 SITS 13414 3450 34 S a 5175' 3460 6175 IU*-T 2�4m 3068 low; 4600 13,14 3065 3066 46w 3055 4000 �2()& 2760 2700 4 t4O 1344 2760 27:60 41010 276a 4140'50D 3 3TO3 TS "v-w 2007 25M 2509 3763 1344 209 250D 250. -CONTROLLED BY CONNECTION GENERAL NOTES IYVE BRACING MATERIALS 1.WERACINCL-:rrniqnEpToyn&,zn:Ft'rHECUIUATW.LAYMAI(UtACLFt3RCE0ff07I`M nf3"MMr4r.C"KGMVWM1A 7"(1kW"(&41 M TO MQE1%fKDQV.0UAjIrj.0 PROFEMONAL. I X 4-,'413 45 SYP 2.INMCALCULAT101ASQUA ON tMeRAL 8WZE rARRW40 2V.CW`TkrwL Lf rIMCE A -op- 3.tept-tit, "A'TrrvAt?AtwOE SAW WEAHO OPArK OR OMER K;THE WERALISAAM 'INM TKNT ff INTMUM WLTJ M"eRN _vtrz K%L E.F WTA I CO IN 1 A VA' 3 X 4 02 SRO(OP.HF.Wi ATA"MX JMZ3WffHX%J1COWV0N Wail.MM t3 i6a HAMS TOR Uil 1JAMOAL) 4,C04 wl MiNJCT tZX(Lkt0LFQ t 13 7 X 3 V3,b To.CONCt IWF,Or,Mr.OR SYPI S JA VOM a'T �ffjWrll ,�r,44 UECQW*MVS AND 00400VUtUTAT LEASTW4 TRUMSPAW to'�,IN C 7.I;rr-.SITMAYE VMS ENG04CRING,FOR PrIMN Or*Oj W-0M D 2 x tj w3 on 0entar,(spr.or.,.w.OR svp I IL TfJE:iw nAas­Faio SH0111 1)f%rVv LONG ANO 0.fW IN OfAIMIRF.R.IN ACCOROAW-A WIN Ut'q 1=81i at IZ 5".f,t U.9 r",n1k i,'A 61-,-"r9""Y'.-,L'r,I::to."-1 Z ARt I a 111;lk 1,40vm.fl AT PAV 59CUMWEd ABOVE VQ� 1 sl� a EtW409 0 1*01KRED A YAM 1A gA 5f LATFRAI 12RACING MATOAM ak 0) 4: Ale., Haftontal Blocking X fl�tAll'l NA 'r (fin-v Iva OfX-1,faChig SIM-11 davIvId(Or dfOWIM Tlii-,lod will r aten An.lz utut blurk;n;; nt;%t w g�1017,1nd tollo-v��Ovid zu iif;-Ilifto to ft Mot Plano.) 'MUSSW03 ............ W..0.1-w-vy —.4,-R-04"0,O**VkA Q"TM3 A0111 ONCLUDEG 1ASTEIC 11911004M MOB MWTArI2 Iftle'Fe v A4Tdk t><rutrtaf•:TA4•drtu,l tT M+ldddnykwnpurmitiuts SA0w+4 tula(F Ru 7Rimkaih�,d huiday ixmpsnnM WI+R '�' 1,12 rowld�tkrjlyWa G.Wuly fIfprIn[j;0dkimjEf#jr ljjjr;jj cciprrdLefinnMiml w-0 tBjjpmctmtj.Addilwj1wMrA=' MdA8 to Mod emkv d.*vM_TMbn P.Ito tq1wMxAsvQfd aft- 1#jj&!'W. r,,—AmWd­ RENCO A MiTek All Hug 27 .03 02: 56p Jim Fure%j 518 885 ,2984 p. 7 AUG-27-03 WED 09:33 AM BELL. TRUSS DEPT, FAX NO. 3551371 P. 05 July 6.2003_..r..._. Standard Gable End Detail EU-GBL86 Page I OF I ENGINEERED BY LOADING(pill pLAyr;S PESIC.4%Mfto lilludo-an TOLL NCAN ROW heltii4r-20 FECT TCOL 20ox, '01410;vc-ii 1.0 I TRENCO , am 1),0 Ltdhk%!f lut't 115. R'922, A MITak Affiliate 0CDL 10.0 Cndl TR LIOC.SSBC .--DIAGONAL EIRAGE 4'-C"O.C-MAX 01AMNAL DRACr 4x4 CONNECT DIAL.BRACE WITH FRAMING ANGLE 12 A Varla.to CamcnonTrusc vartical Stu 'X4 R stud F Ud A 3x4 r ............................... 44 3x4 Diw)utiol Bracing FZcfvr 14 S=Imp A-A Conimuous Bcanns -Stpq I0 Match Common Tw!t-. StIld spocitis Stud WIthoUt Plaq. 51-a &rarldo Sp achy Brace I Brace V Slue (4) 10d NAILS MINIMUM,PLYWOOD jX ipeii;) IC-O.C. 5,240 -10�1 SHEATHING TO 2Y4 STD SPF BLOCK\ .1 O.C. Roof Sheathing— (2)-10d NOTE 3" Max L (2)-10d NAILS 1.MINIM IM ORAOL Or-If:?MA=MAI.IN THE TOP AND HO(TOM CI[OROS. Z.CONNI*V,FION 3FrWEFN BOTTOM CHORD OF Otal r ENO I RUSSAND WALL TO Or PROVIDED BY PROJECT LNCwcrR OR ARMTECT Trus!fS @ 24"O.C. 3.UtIACING rmOWN I',FOR INDIVIDuALTRUSS ONLY.COWULT BLDG.AACHIIE-CT Ott rNC'1Nr 1111 F014 It:MPOnY AND PtrMAWFNT 4, sTtjDoFt9r=-neRspAcEDar4a-o.c. Tjr1ArIKi6[jF kooF systEm. t2 4 4F; ,TRO i LIIACONALUIIACF-TOEr-APPRC)XlhaaE:LY Lateral Bracing NGdACKMI:Cr$T1I GABLE AS L)LORMS TO r0OF DMPHRAM Ar 4'(r D.0 as Required NOTED $.coNsTwar L-FIRACE CONNECTING A 2xG STUD A13QVE.ATTALH--TRONGVACK TO BLOCKING AND 20 S7L)DAs sHoWN WITH lda NAILS I W(Tti(4)-led NAILS SPACED III O.C.L-8rzArZ-TO Or=LOCATED AT It 111 MILISPAN OF 17"Ils LONGEST SYUO.ATTACH LEDGER TO Vir,W-At.STUDS W1 rH(2)led NAILS, STRONGBACK r'Frr C, A.") End W. %4,-Ats pm USE ENGIW�WNG 6* Div.p, M Hawk. r4'�I� dqn p UNCO ] r',I. . v .7, 1 "4 4 v f. A MiTek A111liala a 53 111 Aug 27 .03 02: 57p Jim Furey 518 885 2984 P. 8 'AUG-27-03 WED 09:33 AM BELL. TRUSS DEPT. FAX NO. 3551371 P. 06 Gly 3 10011OOK TO I(;A GIRDER TIIV Oak Grove I E1291303 to tionall 1c. cJul :33.43'2003 Palto I GKII Scala=1:61.a 2 flits 0 1 6 A 6 9 4 10 64= We n'64 ------------- 6-6-14 4.7.2 402 0.&14 prao-oirsaii;ix:q. ir!'AIR. - 0.63- 1 1 "1 '­--," EP1J.ATTW" LOADING trull SPACING 2.0-0 CS1 arpf. in 11wacl I/dolt GRIP IA 1__Q TCLL bolo Plurc.s Incivatia 1.15 TC 0.73 Vwt(LL) -0-19 :1-4 >903 Min 1971144 TOOL 10.0 Lumber hire 1.15 5C 0.72 Vor%tTU -6.25 3.4 >992 UCI'l 0.0 flop Stte=Inrr No WO 0.77. 1140'JITI.) 0.05 3 A/* W lgl" acni 10.0 Wit COCAMNSIDS L9104K) I st LC LL Min Ydcfl=360 Wolglit:445 11) BRACINO TOP 01OF0 2 X 6 SPF.S 1Gh0F I.bIl. TOP CtIORD Sbumhad at 6-0-0 ac purlins. Do r Cl 1011D 2 X 6 SYP S3 BOTQ10RD Rigid coill,%g dirtwilv applied of 70-0-0 ocb,acinig. VVEDS 2 X A SYP N..3 REACTIONS11111111YO Kill Harz I t-3001load ca;u 31 Max Willi-417611vad eaca 41.3=-2,1694ta-d wise 51 FOR=Itbi-fifisi Load Case Ooty (OF CHORD 1-2-13S66.2-3-13744 BOTCHOPO 1-7=10181.G-7•-I0281.E8m7302,58,7302,6-9=7302,4-9.7302.4-10=10327.3-10-10327 WEBS 2.6--0316,2.5-4293,7.4-66SC NOTES (7) 11 11w lru-:u hq boon chocked for loadirra canditiai.:;. 21 Thi_trot^fuss tsoun drulgood toe shv whid,loads tionotatm by 90 mph winds at 30 It above ground level,utirqj e.0 Pat top Choral deatt load and 6.0 te;f tipilqal chord dood load,in the aabla and rod?2allil on on occuponeV amoory 11,condition I onclisvort buildIna,with Iii-powto C ABCS 7-08 pre OOGAIANSISS It aid vrtt1;r.;A:i or ciplilavura exist,lhijil arc exposed to wind. It paifdum txl-,t.th"alo not axprisi.,l to wind. The lumbar DOL increase is 1.33.*Ad the plate orlp lnereagaW1.33 3 This Yrutt hAt I)ucn dcaitinad for f.Pvu IwW of 20.Opsf an the bottom chord In All Brom'with it clearance grantor than 3 80 howdon t1u:tiattilm chord and 84Y ollim members. A$ON-KII),111310h3nittil 0001*1+:&%0An(by othorsl of truss is bearing plate capable of vvillivionding 212111 Ill uplift at joint 1 and 2369 III%ifillfult"ni 3. 5l This truss bill.ho-ort,t1opil9kittl with ANSIn PI 11.19.115 c6toria. Tali 6e 2 X G-2 lows;410*11,0 ad, (tollom chords catMacrud as follows:2 X G-2 rvvk-;at 0-4-0 no. Wahl catimmind ns follows:2 X 4.I raw at 0-0-0 oc. 71 Tri-n-&s. illtcrficrAng BOTIOM CliORD of 24'ac from tho tuft to be carineet-ad with Konl-Saq Tj4O2firJplyI7.x6(SYP#W r!,''Dn 1.33Up1 or r.quivp1crel. This continclinrl rlIpP0116 a rnoxImuo%downtaid at 2795 Ih and 3 maximum uplift at lb. Follow Kata-Seig Irlstullaticrt for hangar connoriion. EIF ME I.OAD CASEIS) Blandon! ?_ II Aqlulaf:Lumber -1.7 S.P13to InLe.w,. co Uniform Loads 11.111 Nr A 7- Volt,1 2- 1:40.2-3-120.0,1-7-2D.0,7-h-930.0,8 9=-970.0.8-10=-830.0.3-10--20.0 AMI! j. CFO 0.67 09- ittly 30,2003 IJL v4"Ity"Z'.1'a., IRCAD Notes ON 1003 am"WGIL&POED 141YEIC afiffinaMCICAPAC.C.11131.7472 SEFonti Usi sh. b-con A MiTelt Altillall) AuZ 27 "03 02: 58p Jim Furetf 518 885 2984 P. 9 -AUG-27-03 �ED 09:33 AM BELL, TRUSS DEPT. FAX NO, 3551371 P. 07 be I RdR00K I T02 COMMON 2 1 Thin Oak Grove) E1291394 A.&O Us 24el 11 SPACING 2.0-0 Csl CIEFIL in line) t4vil PLATES TC.11.1. so.0 PIAI OR Increllut 1.15 TIC 0,78 VartILLI -0A2 2.8 >900 M1120 1971144 TCRE 0:8 Lutobcr locrumn) 1:15 ac 0.55 Vt,rll7L) -0.117 2-6 >931 BOLL 0.0 RVT Stross trier YES WO 0.17 Hoor(TU D.CI 1 4 n1a 00 Code BOMANSIOS 1st LC LL WIN If4vIj=360 Weight:44 Ib 3 TOP Cli0fiD 2 X 4 spr s 163017 ME IT01"CHORD HUT CHORD 9X4%Pr-51650F1.5E BOTCHORD WEBS 2 X 4 SPF Mild Wx Harz 2=-18FIINqdua*c2) M.,uUlslt117--201(hWcaso4l,4=.20111oudc;,%,.tit FORGES(MI-Firrt Loud tag&Ot%lie TOPCH0110 13CITCHORD 2-7--.713.0-7--7i3,9.9=713,48=713 wros 3-G--.401 NOTE& 11 Thik vu--q his bt:t(I cl-mak(id for unthilimccd loading contfifiorks. 21 T1114 tfaw lmc boiler&Itifjoiod far the wind loads conafalo(I by 90 Silih winds it 30 it above orawid Vuol,ut:;Da 5-0 0;f lop k-ml load and 5.0 pst bottom chard duud wo.In thogrillo and roof zone on an OCCupAncle category 11,condition I rf,11.1odbuilidim with Clipomua C ASCE 701por DOCAIANS195 If and vrjalca,.of C31161vVilm lixist,three mox -C410 wind. It porchoa uAsi,shay-va not exroliad to wind. The lumbor 001.finerc-aw It 1.33.and lho to grip 'a;1 1.33 31 1 Thai trtsw hAs IA*,;disi.,.Daw for a I;vo load of 20.0lisf an tho bottoin cli&d in jilixron;with ct4aranco QteatejrjIr3n3 5 0 betwoon lhcp borloni chord and Only otlier enambon. 41 Pirrivida irial.It Mint$rmmoinion(by whorl)at xrte4-ra lb-,,rivsa plats ir;laablc of withtitandirto 201 lb uplift of joint 2 and 201 to alsI;dt 11 ildlit,4. Wma has ticall do ei0nod wills ANSIITPI 1.1995 crilark), LOAO CAI-CIO) Standotd, e- bV- NE A,T.'P`-s C-2 A z July 30,2003 ml tax t'trrr*v*-E*K'c;:-—PAGEM31.7472 "11VOW't 1.W-7.441irtrud aft m4wl—tl 01.3,W-01.0y wed'M J'a 10"ry.l.newd.05malisimlM and MID 01 Aug- 27 03 02: 58p Jim Furey 518 885 2984 P. 10 M-27-03 WED 09:34 AM BELL, TRUSS DEPT, FAX NO, 3551371 P. 08 1111 oog 7021ric GAUE ty y roe 01 Bulid I I I E12Sligs 6t SUI)IJIV. 230c-- 1110 Grove I -717 T40n 7-1 9 5 I usfi„ 2001' air. 14-0 1.4-0 4A4 14*0 1-4-0 1-0 1-4,11 14,0 o.1o.6 2*4 11 2.411 2%4 111 2*4 11 2.4 11 2 2XII A If 11 to 21411 21 3K5- 19 to I1 16 is 14 W 11 YA4 II agit 11 .,4 11 2*T;1 29411 20 11 29411 3X5 OADINO lls-ift 2-04) TCLL 60.0 Plotaa Incranco 1.16 DII lit III Ydcfi PLAIES TCEM TC 0.013 GRIP tumbef InciI ,is B We M1120 1971144 C 004 Ve" 0.00 1-2 >990 0,0 nap sfrv:ts Inrr YES we 0,08 LI)V611.1"T"FICOL 10.0 cad" ROCA/ANII 11".1n) D.00 12 n/3 I I LL III 11&11=360 TOP CHORD 2 X 4 165OF LSE BRACING BOT C1101in 7,X It SPF-S 165OF U;F TOP CHORD Sticalhod or C-0.0 fee fatalI 0-11117-113 Z K 4 SIPF Stud 1307CHCRD iNgidcoiling directly applir.liorlOO-Oacbractng, REAcriGNI 2,-235fl3-1-0.12=23.iil.1-40.10-140113-4-0,IS=182173-40.20"-,T87ll3-4-o.21=791113.40,22�143113.4-0.11=18211340, 16-187J13-4-0 16=119111113-4.0,J4.-163JI3-4.0 Max Harz 2 811(laing rw�!21 fi 1,l g=-.G9SU2Q1aodadcase to4 lS.2 014==-9-E4IG11(t;uf,dcj-acza4)5,2$t-93(toadcoca 4).22=83toadcaLo41,1010 Cr-jv7,-23 (I"CA&a 1)l.T2=23 5kod -I-c 91,16,1401goade"'a')-19-109P01cC160 St.2O=1B7F(o3dcoo G).21n13111alidCasa 11. 22-064"osid taw 61.17=1119(joadcaza 7).1G=Ia')(fdN'JCris 71,115_1311(oadcase 11,14-164fload case ll') roI roof-Feet Lo-ItI fI(:),,IV TOP CHORD 11-2=S3.2-3=-103. 4-5=-92.5-fi=-93,6-7-12,7-8--90,8-0=-93.9-10=-92,10-11-91. 11,11".1113,12-13,53 ,.-22-31.21-22=31,.2t)-21=31,19-20-31,18619=31,17-111-31,16-17--31,1S-19=31,14.15-31, WEBS 11-14-1917 NIMES 11111 truss has bean chackou jot toafto conditions. 71 This wusa Juss bo(in dg;u%fntlki for the wind loads fisnonlaor I.V SO mDh winds 3130 It Obcv'A Wound level,using 5.0 pet top chard dwAd I;t.tf 5.0'p%l barren,chord dead toad,I"11togablo and root zonio an all occupancy Call If.cand;lian I 010141t0d tanildin-q,with exposure C ASCE 7.90 PVT SOCAIANI It cost Witioud;I cantilevers extol,Choy 31 wind, It To"1102"FiAr-they 410 not&KA614-d to wind. 7ho lumbar-601.inscroor-o Is 1,33,and III P11I III incrcv*o in 1.33 .1nmr,dciisonrd for wind lazqra In tlao piano of !"it-in Cable End Ddinill the truce poll. ray Ruda 0*4M*od to vvints(010114M 10 Thu 11co),sea II 41 Gilhir rrqulras tontuoic"A%,4oltnot chard ficanna, 5)Gable Studs sprice'41 ut I."cc. Q,This tetat;II kwun dr.;i9ned for a live II of 20,0pif on the bottom chard in W-ccn the bornnn cII andInsy qtj-0..t asorabc1s. -111 dress with a cidathl"to efir,3vt than 3-C-0 71 F"ovido co"hanical connuclinill(lay 011I of trust to barn()plate capable of whilInal),fing 71 Ih%mlift at joint 2,22 111.14114 at joint 12.69 lb nlaltrt at i0int 19.94 lb upUt at pint 70.93 Ib uplift at Itunt 21 E13 It,vpVI at joust 22,62 Its tiI of join, Jr... 17.97hr WAIII tar JoInt 16,92 111 uprill'It joint 15 find 80 lb uplift At joint 14. ¢,4�A 5TFJ'>j' dl h bccn d9sliI with AN911TPI 1 1995 croons, A LOAD CASEISJ flandard jp 0.671 July 30.2003 tsio-..Wl -dwan Nang 0N. JI ERIN- nea a 6PMIcaw*.3r'*wool 7UNCO A Weir Affili8te Hqg 27 03 02: 58p Jim Furey 518 885 2984 P. 11, MG-27-03 WED 09:34 AN BELL, TRUSS DEPT. FAX No, 3551371 P. 09 .T L1C{9RODKTZ7 I COMMON 1 1110 Oak Grove I "NYT23M Mill rul'30*0MIRT 2003 rag*1 0-104 000 1`44 7-2-0 1 Sao 0.10-4 scam•t-.40 I 14 0 2-4 N% a Z.4 it 7 N% 14 tz 11 15 10 17 All 346 n 3A= -4- 0.4.2 04-2 LOANNG fp0s sPactKC2.0-0 CS1 ICU, Soo Platot InrMaso PER in floe) Ildvil PILMES GRIP I Ci 75:0 1.1ra 0.92 Wriku .0 29 10: R act 1. 1.11tribcr tis VC 0.73 Veri(TU -0:36 a•1120 1�399191 M1120 1971144 0.0 stfd.�S fact yrs Wit 0.67 Ho(kcITI.) 0.07 14. GCPL 10.0 1 C%Odla 110CAIANSIDS LC L WclqhT;I IS lb TOP o iono X 4 SPF S I GSOF I_rE DRAtING OUT C140AD 2 X 4 PS 210OF MIE TOP CHORD Sheathed or 3-2-2 oc pwIjn-,;. MRS 2 X 4 Z;rr.F�siud*i.,xccvt* ROT CHORD Rigid Calling direlctly ariPlied or 10-0-0 achirtitirq. 5-122X4SYPNcA5-IO2X45YPNV.3 Mitt;Flory 2--3431loadc&zo 31 Max t1phfr2--'17111ftftd Ma:41.8--37TJload caso 5) FURCES 1911-(if:;1 load Qim Only TOP cl 10110 1-2=63,2.3-29t;u,3-4--2389 4-5=2322,5.6--2322.6-7-T-251511.7-H=-2955 8-9-63 nor C11011171 2-113-ZIGG.13-14=2166.12-11�=2188.12-15 1447,t 1-15=1447,.'11.16."i447.10.16,1447. 10-17 r-2166.17-78m:21100 8.18�2160 WEDS 3-12-633.6-12=1040,5-110-1040,7-10=-639 NOTES 11 This irvaa hao bcun ullcckftd fur unitz'Pincral loadmi;conditions. 2)This truss h:-A bann dnpg,nal jet Iiii,wind bads iiiinarated hV 90 mph winds at 30 It ObOVO 0(010441 lcvcl.using 5.0 psi top rl-it(d dig-1 lorld aild 6.0 pitl botion,cnaid Timm Iniad.in tho MIND and roof 2aw on an OtrkloanCir CaragaV 11.Condit; I With exPa.'ano C ASCE 7 oil Oct DOCAIMS195 if and vvttc.,tl%or cnn10QvOr&axial, an ihoy era axpot;ud to rind. It parchm.oxhr,titoy artt not rxPourld to wind, Tim lullabOr DOL increase is 1.33.and the olsto grip increase is 1.33 WIWOM the bottom Chord MI silly WJ er nithibtas. itiMco Creator V13"3-6�a 31 TNz irv.-s h,,.bk.(wn th:si!]nOd for&live lord of 20.0p,4 on the buttorn chord in all orp.4*M01a cfci . 3 4)Provida nicithaniaril {by oil,% uJififl fit Joint$� 4:ml Of truss TO bO30"Aa PNIQ COVAblo fit withstanding 371 In uldfiltit Joint 2 and 371 to 5)111ia xr-ties btoft docianod with ANSI/YPI 1.1995 criturig. LOAD CAS151S) Su4nd.od of- NE A ILD July 30.2003 tom atidKrAll NOTES ONTMIL PAD 1KCLUPk11M1T1-AnGF`V#tCHCC PAGE0011174111 �ENGNEERIWJ .1-4hir dume en"Wethn is amTREN C -04"w0lo r*04#: -11. t and b � AT4 o Aqg 27 03 02: 59p Jim Furey 518 885 2984 p. 12 AGG-27-03 NED 09:35 AM BELL, TRUSS DEPT, FAX NO. 3551371 P. 10 li8$ROOk 03A ;T 1S 11 The Oak Grave 1 FS+:11aJc`yi'quilricra 5rgipTy;rsdfiayacsa-Ify;'NV 1230G. ."-""- --_-----'-�. 1 idtuan+n ua COMMON .,a CU 30 07:33-,4q- ago 740 S.0 awn w 1;613 1.4%\a 12 .iyo - 13 14 12 is 11 15 10 17 • to 4xS 343 1 94i D-11-12 al SPACING CS! TCLL Sao FUIrs Incre"Ua TC 0,91 MFL In 110c) Iidell PLATFS URIP Vcrt(LU .0,2)110-72 >999 17COL 1010 Uavitior loard3so 1.15 a M1120 1971144 OCLL 0 OC 0.�75 QUM -0.35 10-12 >920 'S Rap Strufts 11)(;r YES Will _0.67 14orzITLI 0.07 a tit 10.0 Cliff') 00CA/AlYSISS a n/a tKitrix) 1st LC U Min tidorl=300 LUNnrfI --VV6i3Ol1v!.127 1b OP CHO Fin 2 x 4 Z;pr-.3 lGror 1.5E T vw� 0, 110'rClIaRD 2X45PF-S2l00F1.8E TOP CHalto Stl,;Ilhod Or 3-2-3 ac;puilitis. WI-05 7 X 4 SPr Stud I Except- BOTC11013D Rigldcallinodirectivhopt;tatirlOC-Ooebracino. 5-12 2 X 4 SYP tqo.3.ti-10 2 x 10 P No.3 SLIDER Ri!1hr 2 X 4 sr,r.s 1550r.I.SG 34 REAMONS'(10,1,od 2.=222610.5-8.0-2oqo1MQch&,V,,,.A1 MIX Halt 2-353goad casa 31 M-ux VpIift2--370rIo!hd c-1w 41.S=2991lood caGo sq FORCES(lb)-ti.,-T Only TG(,Cilrjrj) 1.7,=61,2-3--2943 -14-2154.12-15=1436.11-15=1416.11-16=1436.10-15=11,436, BQTQIORD 2-13-2154.13-14;:2154.12 5 M-Us 3.12- G33,5-12-- 11044.5-10=371.7-10v-608 UVIES 11 Thus traNt,has bef"t checked(01 Uil,66fted tonding conditions, 2)Tift truss hit U0011 dosluviud for 11tv wind loads rncrUT,!d by 90 mph wind:of 20 It 61#0vo Gia-A Ivvvf,Ming 6.0 per top cl-tard do*4 tunif ot,4 ti.9;1*1 I.,nittone chord dead , wl-%;i. it immill.- -08 P&BOCAIANSIOU it and vait;euls ar c-hnt#,Irvvl.-exist,they ara axpotod 10 oncloatid btfifoovq.WfOl 0noaare C ASCE 7 Ad,In Via qatito and roof zone On In Oer"000clif C*Icslary 11.condition I ..qxiali thov are not exportid to wind 7hc I"Tobdr 001.Inrtoura if;1.33.and the VI to iftip Incremaj Ir 1.33 31 *1144 IRI-4 has born doLionod for a 11vo filtid of 70 0p3I On Out botioni chard in*.ill tir"s witil a ciaollooce eroottr than 3.6.0 Ifulwfirn Th.)halt")e1widitild qrvy morribots., 41 ROfcl 10 010,10s)IOVJlu-%t-if)trays,conncatiam. 51 NoAdo'110ch-WILF(I 00onuclitin(by others)of Truss to boating plate capobla of willistandloo 370 10 UrAlft at joint 2 and 299(b uplift at inin I g. 611 IV*V41P*haz bucti dotaonad wnh Ahf*.I/Tri 1.1995 criteria. I DAD CASEI&I ititnozild ()rr NS ?I.STFIpij,.1 CD to 0.671()l July 30,2003 "Yes D*N'fia6*;;;wlwci;iiz;,M,ffL,XINC,FLRD-dC,E-PACZAQ-I-r4V3,D-cFQPkc USE �ENBINIEVITIOG UY •1IC-001 VS114 ftlf-"s,J"V Win FA%A'l- TW-f.d3-k-,4-,up.m PW-KMW.%d%.m goo is raaniodiltenj lilluli lia milm IF- a-ts "d Waal co ------- A MITeR Affiliate Aug 27 03 02:,59p Jim Furey 518 885 2984 p. 13 AUG-27-M WED 09:35 AM BELL, TRUSS DEPT. FAX NO. 3551371 P. 1 l Je6 1 80t1C7pK titY IY" d,Baoc7B772 of 1 '$tea<rb i �703GF-• IGAKE 8riluv - .'r 1 1 The Oak Grove I E7291398 ua 8ardoir» ,ImP1Y,ScI1opc6hay,NY 12306 ""''4:201-'51Yf�pct t�o tt I-11 002�a`kP unto as. o ]ut"3tf t37:33.$p 2003 pa0e 1 !�e.a 15 z o ertao -�.�nn,•_ . .,,... �-!4fi.....,..__..,..._.�?-z-4t,....,.}�:t$�;,__T'1-,°•e-'°+---r 2�k.a &•1D d 0•tn4 1•ao/-s-0 1•< �••t d 1-4-0 7.44 &t¢p 5uda�1:$$. d•t0 6 t a.00t12 12 !t�/ 1:1 5■G�r SG�{ 14 Sr5\\ 9 tS 17 r \to 18 4 20 �41 21 arcs= 4? 41- 40 32 35 37 3$ 35 34 as 32 3t 1q r - k0 :lN 7r 2G 24 24 3w5 srd -27410 22, �._ _;..__, .�i" tl 2 is 0 t•h 0:0.3.0:0 3 0t'(18'610-0-n.22 5 2;13;25 9?trC33'0=3-QA•3.01 - _.- _ 1.UAbINO toc() SPACING 2.0.0 CSt in {Joel 1ldoll .- VLMTES �• ,-:r:::::•.:�.�, ." TCLL 50.0 f 1ity:trerc+;:r+ 1.15 TC 0,11 DEFT.VOM LI r in GRIP TCUL 10.0 ).urnhorinercaso 1.15 4C 0.03 VatJTL) a-0.00 22.2.3 >•998 M1120 197I144 VIAL 0.0 Rop Strand foci YES Will O'le I lorz(TU 0.01 22 n/a SCOI, 10.0 _ Coda BOCA/ANS195 (Matrix) 1st LC LL Min Ildoll=360_ _ Weihht.213 No ..4UryleCR _ ....__. BRACING_... ..__.....---- T0P Cl DRuqfD 2 X 4 SPF-S 1650r`1.6E TOP CHORD SI74+U)od or 6 0.0 tx ptnlin„ RUT CIiOHFi 2 X 4 Sill; 2100P 1,AC DOT CHORD fl;d d t vling directly aR>}tivd or 10 0.0 Oc bracing OTIrf FPS 2 X n Sill;:1,;d•Excefrl• WIGS T Brace 2 X 4 SPF•S I SSOF 7.5E-12-33,17-34. 12•J3 2 k 4 SYP Na.Z,11-34 2 X 4 SYP No•3 10.352X4 SYP Na.3,9-3G2X4SYPNa.7 7435,73-32.14-31 13.32 2 X 4 SYP Mo.3,14-31 2 X 4 SYP A4o.3 15-30 2 X 4 SYP Na.3 fiCACTIOM5 P1ilsi2vl 2 7G4127.0.0,33-154/27-B-0.34=102IZ7.8.0,35-187/27-8.0.3 6=1 9212 7-8.0.37=154177 8 0 30,a 184127-8.0,3O.-187127-6 0.40-188/27-8.0,41-177/27-B-0.4 7=27012 7-0.0, 32=182127-H-0.31=187127-8-0,30=192n7-6-0.Z9=1a4127 8 0.28-184127.8-0, 27•-1117127-0.0,213-188127.80,25=177/27.4.0,24-220127.8.0.22=20412 7.0.0 Max fh.rz 2=343(toad caso 31 Max Unlitt2-•100(road Casa 21.34=•34fload Casa 4).35=-91(10.id cr;0 41.36=-8200ad caso 41,37-70(load caa0 41.30=•77((ond aa5D 41,3u3.Do(lood ragv 41,40--79(foad cosd 4).41=-81(lodd ctax 4). 42=418Qoad caso 4).32=-20(I45f1 c+sv 51.31••-951104d Casa 61.30=-8211oad c4se 51.29--781lood rmo a).28--77tlaed ca-0 5).27--13000ad ease 5).26=-79avvd"Se 51,25a+-81(loM case 5). 24„-8&Goad c:,ry 5),22--45(laad caDa 31 Max Gfov 2=2640ohd ca;:c 1).33-253 Qaad xd:o 51,34-19G11o,d caso 01.35=19900aat cnr.0 GI.30=1221toad on"11,37-184(1ozd crr.,c 01.33-1841load ciso 1).39=1870nod call C=).40=-1891toad case 11. 41 1770oad care 6).42=2201load caso 6),32=1B6doad casv 71.31-189410ad caso 71 30.t 1920ead cBr:C 11,29 18400ad caso 71,28=10410oad caso 11,27,a 1a7{(oad case 7,, 2G=:1 Btiitunu ca;0 1),25-177Raod caso 71,24=220tfoad caso 71.22=264(lavd c4.G 11 FARCES tilt)-Fast Load Corc Only TOPCF101na 1.2-,59,2.3--108.3.4=-87,45=•R2.5-G--83.6.7=-83.7.8-31,89­82.9•t0•.-82.10.11=-82. 11 12 +17,12.13--79.13.14= B2.14.15.-•82, 1S-S6=-0?.16.17=-81,17-1a:.83.18-19=•B3, 1920 a•82.20.21=-67.21.22--108 22.23=69 POT CHORD 2.42-28,41.47=20,40.41-28,39.60=20,30.39-20,37-38=28.36.37=27., 33-34=27,32.33-2T 3132=27, ,2G-27 27 34-20=2 2.4.25-28.22.24=2k 30.31»27,2h•30=27,2$•2g=20,27.28.28,26 27=2il 25-2G-2A, 101.20-25=-152.21 74••.188 WC05 12-33---127,1 S•34= 155,10.35=•t6O,93G= 165,8.37=-157.7.38=•157,6.39=-1G0,5-00=•16t. �QV NE 1926 4.41=•157.342• -1B8,13.32=165.54.31-•1G0.1S•30=-165.1529--•157.17-28>=-157,18-27=-11DO. G�P�\ A STRZy�rp9 •- NO'1CS � 11 g N `'t Tldr.trues ttat.bc+m checked for unhal0ncad loadma canditio,ts. n, 1 N '4 2)ThN ULM.ta,v peon dot.ignod tar file•uitd In;,dar gOnarstcd Dy 00 Wii winds at 30 tt&hove ground h vU.u:n0 5.0 I�i tea r X chord du,d toad and 3.0 fist helium chord dead load,to the B.4de rvtd root zone an an occuennev Gatr(Ijfy(I,j 5.0 i or 1 ancb).ed tutildino.will,nrfi-)Wft,C ASCE 7.08 POP ft0C11MANS195 1f end veriteafs or euntilcvers ex(;t.they arc axpo&ed to wu1d, (t porcia:s cdst,thoy era riot expnipd to wind. Tho lumber DOL meta?ra I,1.33,lewd Tile i ate griphey mcraa;o c 1.33 2 t rn' 4 31 T emir and dab) Ipr wind rands m the also nl the irtrsa arty. For st,dl.exptu•r:d to wind(normal to the Intel.xnC MrTetr tr (sue Stmtrtat; C+.:r2x L41Datntt- FD O.£?l0�' rlj� 4)All PWtos era 2x4 M117(!Unk:�S Otht.9wi50 indicated. ' 6)r9,bla raMikv:Ponanuaurr bottom chord boanng. Ant P�61 G-41u 4R=dq arac,ed at 1-4 0 oa. oFGSSI CP Ctxlrmucd on(i:,ge 2 July 30,2003 S Wn+m+rft.vrtrye..,,hr, 5++tnC4aNaTC60NTr1nTA1raM7CL1t00DMt1A,tnCFi;ACMCY,PAGE R7N.1i73 BEFORE l/0E �1W ean nta yyb'l�rt).1+TIIkCwraLrrt:Th{LdCdan LG.1!AM arYye N(rii=1:�ro144Wf ih.Y•a4,mJm rHt atfindltrdutl W,47,n yfyntunr.{tip Q� 1 -tar.dtr n01�rr:tMlcxnt tMrtgetr�rtnn,:uwra xnd prt4,amcor)mr.,,eon orcatgP,�mtit uwrrnna9lavvr buldua da•�nar-no aura dre•Vnur B+O.l+rytaF+mint:fntl+a:r.,la'q,(nnafDvtlyki,W w,h dNria+mnru/y Arldtrmurremrorary.Drxk+ata t„auc::+anMy aadratt,r•fttxWnbth. CO ro�t1..1.4ftlf99 ta,p.taottM,/tdulJtmai(um,.atarnLracind of mn avaratt aG„rpun t4 Du,r+Vbntl4Jtli+urttroDuttrtmp do141nr.Far dottaatqukta,cry,uD,n)npf;dxtr•¢ba4rxfircnivnv.arn.„.a...nrtF+-N•ro+nX.,,wd Dr+cM,7.canrohtXil•av atrxry dhnoxtl,As(6eRnioragt$�,n•.dlHlLnr.and)rIG 41 Hnrrrmwln,v,rnos Qdiafr(t(tryCOF r IWr�4nh tlUrarATT I ilt,w},j�ayShcd'(111Y(110(7 YG.}{Jdrgnly�Jr1$ AMITOk Attlliate . Aug 27 03 03: 00p Jim Furey 518 885 2984 p. 14 AU0-2.7-0a WED 09:36 AM BELL. TRUSS'DEPT, FAX NO. 3551371 P. 12 a. '_ f,,. ty I 08ROOK STUB GAM -T E1291,39D I..Oak Gravo 1 -5 F,.�-nr, tatiMar if T UE'r 17 21)02'M na. -07. 94 NOW$ 6164110 studs opztw w 7)-This VIMS IWIS bilAn drt.lOtNttc for a tivc toad of 20. pal on tho baltolin ClIord In all broil$with a c u1bur oWnIlt-01. 0 Idam"M 1)(0stOr lb-Im 3-6 0 botwoon the bomm chortt 1^1 6nV P'nv)*, COPROttion IbV 011%ae,.tj at truvt to boanm 01310 00041)(a of withstanding 100 lb vPNIT at joint 2,35 it)uplift lot 16,it 34.Of lb U f join, 82 lb unlift at Int 3G,78 jb Vpofl 61 joint 37,77 lb uplift at joint 38,80 11"uIllift at inir"39.79 to uplift at iny 40.81 Ib uPrItt at joint 41.88)b up T a -I it Q. 25,170 lb uplift at jillfit 24 POO 52 lb Uplift at joint 23. .11 joint 29,77 th uplift at *In'2%79 ra uplift at joint 27,92 Ib uplift.51 {-lint 3:z,94 Its uplift at joint 31,82 Ib uplift at tarot 30,78 11)Unlift Pli I all 35. UI th uplift at joint 9)Thm Iru:;;hDZ boon d0slositid w411 ANSI/TPI 1-1995 criteria. 26, LOAD CASE151 b1tiuldo(ji #416 vKzlscD NgrUX REFERENCE PA;i-wT;,w; ENGINEERING BY 7wNc"0 A MiTek Aft Rug 27 03 03: 00p J,im Furett 518 885 2984 P. 15 AUG-27-03 NED 09:36 AM BELL TRUSS DEPT.- FAX No, 3551371 - P. 13 y I JoG rnrs Tiiias7t oa r 1IIBISD01( TO^ II nip•' F1Y• t 1 HIP - i 1 1 Oi:An"vimlluTdO $I_+p PTY._c.•c.b..e_'t-r e..f n'rly, ffff 1 - t 17tTrh v+o t ioOneak0 Grove I r Q7:33�5 700�E 1P291401 0 NY 12306 D1002 30 0•tll0 },._..., .1.>•Q...,..»...} 20.0 u5a 4rc10 loll0.10.06.6D 0.10A Q%10 1 5tdv++t:7�.t 9.W.r17 6 4 for•. 2t4 It frir �`� 3%6 4 ,r!% 2x4 It 15 17 15 lda to 13 20 ie7 it 22 23 Sx4' 3■S c 3g.m 3+5 3r5- 3%5= i. ....-.__a<a^_ 4} - !'!m•bftv,r,iX1+i:'►-?OY L: T;Ir.-0 42-0 3-24 s a-to 16;0•649•4.6f:QT.7��7 3 ft�f- -- .,..-•- __ LOAt►1N0!roil sPpGINc 200 CSI DEFL to Il3cl Udell RATES GRIP - 1_LL 60.Q Flatcs Increase 1.15 TC 0.04 V3rtlLll 0.27 t3-15 >999 MII20 1C01 10.0 Lumborincroa;¢ 7.16 RC 0.02 Vcrl17L1 0.37 13.15 i999 1971744 BCLL D.0 Rip Strr-;p Incr YES We 0 60 I latz[TLI 0.12 0 RCOL 10.0 Code BOCAIANS195 t[vt.tlriXl 1si LC LL Min UdefI=360 nla LUMBER' - - -^ Woight•ISSgo TOP t tlUAp 2 X 4 PF•S 1650E t.SE 1iRACING _...._.. ._ DOT Irl IMP 7,X 4 SFP•S 1G50P 1.b'e TOP CHORD Eboa elnd of 2.9.1 oc purlinc.except WG05 2 x 4 SYP No.3�Excopt• 2.0.0 ac Puffins I4-2-15 max.!:5.6. 80T CHQRO MUM evir-M directly applied or 9.7.1 oe tpaeing. 3-15 2 X 4 SPF Scut]•8-11 2 X a SPf Stud 5 1 Row m mtdot 5-13,6-13 REAC710N.5 Jrb1-:Itul 2=7.F,7210.5.8.9-2G7210.5.8 M:1x I Torr 2 s--325(foad case 21 max 11pfift2•--493l1aa4 caeo AI.8=-400119ad cape 51 FORCES Ilbi-F ftl Lesd Cam!Only TOP CHOIll) 1.2=83,2.3•.-3080,3-4--3391.n•ti=•3353,5 6=•2150,6n- .73353,7.8=-3397,9-9=•3689.9.10r63 00rC11gFiL1 2•t8+2743,1G-17-2Ta3,15.17=2743,14-16-2090,14-18=2090,10-15-2090,13•1g•-2000, 13 20=2050,20.71=2090.12-21 a 2090,11-12=2090.11-22=7743,22-23*2743.9-23=2743 WE89 3.1':=.Sy5.6.15:986,6-13-200.6-13=200.6-11=906,6.11_595 NOTES 11 Tnir inns h:,s bcrir checAed for tntba47ncod taKitng ean,liiwns.. 2!7irir 1n1:;.h:F;been dcailined for the Wild 19;101 arncrated by 90 mph winds at 30 it altavc around love,,using 5.0 psf 1Dp chard dead load tort(J.0 pal butlorn chord dead load•it the gable Ond coieig. ol Bona on on 0eeup:atey earopDay ri,rOedfUnn 1 c.ubced buiueritl,ow, will,ctrdo;ore C ASCE 7.98 Per 80CAIANSI95 11 crld vdrticalS br camilevors virkt.IIICY-10 expo,:od to whtd. It Itnrchcte:r)xjSt,lhry are tt01 expand 10 wind. 7110 furnber DOL incrcasa is 1.33,a.td Ina pl.'I Ild incrcaso is 1.33 01 Froridt• 1d6rlume dralna00 to prevtmt Will-rmnclino• 41'Tlnr,lrus-his boost doslgnud fort("toad of 20.Dvsf on the hotlmtt chord 6 all 0,0m;with a cloarenca greater 11S:.n 3 6 0 batwCcn Ilia bouam Cf.ofd And arty ofher mcnibara. 5!Provide nucilarvull e0.111dr4on(by olheral of trues to boarbt0ItIM0 eapnk%h.at wnhstanding 483111 uplift Of joint 2 and 400!b lVairl of juinl S. 61 111:r1419r;h,c bran designed wah ANSUIPI 1-1995 rrite no. LOAD CASKISI St:rn.tarN ,of NBbt,� S"f AZT 0o�. r,y IIY. • l A9�fit=u$1 pNP~ _ July 30,2003 Ww.rrp-Vnny Anz/pr ym.wrclow­4 READ NO rt:tlrt?rYp ANO WCItloEOMITEK"ef"OICC PACK tI11114a73 BEFOM UM ENGINEEEEI[N[i t3Y q(e.t.e rfdlw ui,.uny.tr,'td Mlblcn.nrtnnr Ign Pan to 1,10 picJ:lttlyotacAgnp.vary.ni..11 01atm6n4Ir ltnt.'a. er:rwn_.6nnuhOSTtaw tntibutn.Saatl7l,xt(,h+nfn'a.%T,,tlh6n.Wl S]r to AtAg 27 03 03: 01p Jim Furey 518 885 2984 P. 16 AM-27-03 WED 09:36 AM BELL, TRUSS DEPT. FAX NO. 3551371 P. 14 J)*h' Tniss wm,2 ypri p leRROOK• T04GE CABLE VASEd Or 0,jj I I I I The Oak Gtova I EF1 2!0�1 4 J01 NY 12306 1011ioNto 4 M17 2002 nc. c4i Jui`3.0.07;33;58200,1--pic. 04010, .17-2-Q 1040 11.44 14-0 1.4-0 0,7.a Scale lz 1.4.0 O-W A-4-0 9 C 0 F1 T 13 14 IS 34 17 la III 20 21 22 20 23 k4S 27 '40 54 53 52 $1 sb 4a AV jr 46 45 44 t 43 h 42 41 40 00 3V 37 30 35 y 34 y 33 32 0 SPACING 2-0.0 CSj 11711 60.0 plates It4raA.ko 0.13 OEFL 111 1160=11d(!fjP6ATE9 GRIP TcnL TC VaitILL) n/a M1120 1371144 10.0 Lumber BC Ve(tMI -0.00 30.31 __"; 0-131 3a() We DCLL 0.0 0.06 >Sba ec fler)Sums Incr YES WA 0.1r, 140lz OOS DL 10.0 Codu BOCAIANsts)s (Mj,jFixI LC MO 11 30 n/j Ist LL in Vde 3a() Waighr 281 Ib TOP cl low) 2 x 4 spr-s I 65OF 1AE BRACING fit)'r CI IORD 2 X 4 SPF-5 165OF 11-61: TOP CHORD Sitmithim!or 6-0-D udins.except OTHERS 2 X 4 SVF SjUd IlExf;.pt- Z-O 0 OC purlins.16-001vm".),13.19. ?6-43 2 X A syp No.3,15-44 2 X 4 SYP No-3DOT CHORD Rigid roiling dknc%IV 00almd Of 10-0-0 DC bf&C)40, 14.45 2 X 4 SYP 1`10-3,1246 2 X A SYP Na.3 WEBS T-bibm.: 2 X 4 SPF-9 ISSOF I.5E-16-43,15-44. It-47 2 X 4 SYP NO.3.10-43 2 X 4 SYP No.3 l4-45,12-46.11-47,17-42-13-41. 1 7-47 2 x 4 Z'VP No.3,18.41 2 X 4 SYP No.3 2040,21-39 10-40 2 X 4 SYP No.3.2 1.2.0 2 X 4 SYP N..3 22-38 2 X 4 SYP No-3 REACTIONS(IbIsIzol 2=263f33DD,48�199133-0.0,3S<189133-0-0.30=263/3300,43-797133-0.0 .45=177/3$00,46, 175133-0-0,47=187/jaOQ,4,q-184/33-0.0,SD_iael:i-,i.6-o. F,1-106133-0.0,52-1BBI334)-O.b3=1771330.0,54.i220133-D-0.42=14713300, 41-177133-0-0 40=778/339.0,09-167133-0-0,37=164133-0 o,30-186133-0-0, 35-186ril Ovo:.44=IM/33 0-0,33=177133-0-0.22=220133 0.0 ILLec Muz 2=-312(lo6id citzg 2) Max U11111121-1 lWod case 2).4B=-S3paadT carp 4j.38--84Raad case S),30=_36jro2(j C a=31j.43--4 7(oadCasa 41,44--46(ard roto 2).45-22(ood case 3).48=36o*d ca;v,3).47--60(oad Cade 4).C119 ( odo40a4142 :44jIo;#d0%w31,41 23(oad o3,a 3.3q=85(Q3Ijc jI d 37o 780oad cato 61,36 Case 51.32=-441lood MC 51 Max Orlv;?.=2,63po3ti Co"11,48.I 99(lood Case 11-3D=10900.1d Cage 11.30-2031loaI)W,&1).4:3-188()ood Oftc 0).44--19211ood case 1j.0=1 7911oad case 61,46-17710166 v"01.47-j 1 871wad Cade 11. 49-1841tood tko 61.50=I F-4(lood coo*G),S1-1B6IIo*d canu 11,52-180(load caso is. b3,-j7 o(j 7(Iov,a�q6j 54011oadcasL�61.42=1511toad case zi:oG),41*=179(ltvdco�,p7l, 3V-180((oad cam)1).34.Iftspoud cagn%-33,17711oad case 7).32=22090cid case 71 VDIIC"'(111)-rlrm I ot.Lj Coso Only TOP CI 1011D 1.2-50.2-3-.1 ob.2,11.BA,4 5­80,S_G_-80.0-11­80.7-0=10,B-9--al.9-t O=17.10-112G. 1. Ne, 10or 27-2a:=-60.2.8 29-84.20.3o­I CIS.30.21=59 20 2C)21-al,21-22--Al,22-23 -75:23-24­Sl,24-ZS 6.25-261=-40,20-27,-60, 11-12 1?.13=-76.13-14,-26.14.15 -29 15-16=-26,16-17­2a.17-18=-26.18-19- HUT CHORL) 2-54=20,53 54-26, ?­ S243=215.fit-52=2G,50-51=26.40-50=26.40-49-26,47-1la--26.Qb 47=26 45-40-213.44-41j=26.43 44-z2B.4Z.43-26,47-42=76.4041-2C.30 40,26,aa-29=76,37.38-2�, wrigs 30 37-12ti'..15-26=2(t,34 35.-2G.33-34=28.22-33-"26.30-32�26 A A 116-43:-167 15 44n•161,14.416­11,0.112-44=-148,11-47, 161.10-48=,162.9 49--158,8-5 =-161 (10, f;-Sz=-1 1?30 102,23-3­1131.4-S3=-152.3 54=488,17-42­160�18-41 IN 20-40.-148.21-3.tlt%O. NOTES 7--)511.24:10- 11CI,26-35"-160,27-34=107,29-33;'-l62.29;32=-IHQ 116r'furs l4r;btsur,clicckcd for unbLdoncou lonairug conditions. 6710 �pFSS 10 CM110013d Oil P.Ifjo 2 July 30,2003 EN .a 11 -o C 0 Rog 27 03 03: 01p Jim Furey 518 885 2984 p. 17 HUG`27-03 WED 09:37 AM BELL, TRUSS DEPT, FAX N0, 3551371 P. 15 ant:--.. . 1iu.x .._.__ r►t�a,ri:� . ..._.w_-___--=_—. . Igillit?Q(t TO "r an` pty T� ie87tizo3ll"ot!18 Dino(ae r GAME BASO t i The E7x41401 D(rllaviic"11in .I,`. 0 0sk Grav,1 Mr , 5tn�piy;'�r�to y, t�3jfa` tF I to ttianafj� NOTIES x 0r7 27 7,002 sic uvtrn a.Ine: Wt'd�(d 0 07 3 3 3D 2�03"P�tjw z" 2!Thu,trot.+I+an land, 110 O ncd n the wind Wads gan�Oft occupancy by go mph at oory 11,ea at di 30 ft ehav0 ground lcvo1,using 0.0 paf top chord do;1d tt+,+d and E.dp s1 button+ atord dyad Toad,in tllo gabta and roof 2uno on nn occupancy catnpoty Tt,candit;a,t 101100 ad buidinp,waft n acuro p vortuettla Or canthovurs n+tia1.they aru OrpoGed to Wind, If parcnos 940-.th0y or,not cntrosad 10 wind. TII9 Itaviber t Ol ncro so Pur aanfi tttlo b of and Inctoasu m 1.33 rip 31 Ttasd dttdi pmd fur tvirnf roads in that pl;,n fi of that truss only, for atuds ottpo4ed III who tnnrrn,l t0 that fatal,toe Mirok"S11, jIrd Gabrc CYW Data I" D 51 All pletcs artU,�iI4 Mll?G utifo othC�rwool indt catud. 0)G.iiW rotluhos co,IIinunuz;botrota chord boa,mg. >I Galdc stud.;:pored at 1.4-0 oat. 81 llor 1rIn ra. bean do9ignad for a It"local of 2Q,t1p-.f on tho bottom chard it,qp atGnry with d cfOXanca robtar 1ttAn 3,8 otltvr rnLinbiXa. 0 Q bCIwOCn the bbttam Nlard and.,Ay 91 Provide 'it 9QD;," O.47 It-ur my othoral 3 trust Tat Itcarht pl3G lb iW fi:,pNrttt of tpithsiandinsl t i5!i,uplift at joint Tr 83 lb uplift uplift et fomt 48,tt4 th uplift s join[3$. HO lb ppl[at jmrn 50,DO Ib uplft at loin[S1,79 Its+i1pklt at�ooint SY.a,Ib uup�lih i�a(At 63.87 b plih at join[St$4Q Ht uplift l Ioint d2,83 tb uplift at in ns w u(,ktc,1 jn;nt 39,7d ltat uplift at loin 37,eQ 1h uplift at joint 38,80lb uplft at�aiot 35,79 ib uplift 01 lolnt 34,81 11 v(shit at point 42,23 11 btt i%j at 4432. 1 ttt ini 101 This ttu:s hus born tlufiiDptzd with ANSIITPI T•t9SS finlor;a. 7 Io'nt LOAD CASLISI STm7aru Uk atiN-0ra.t,y,1ly M•y+�a n meta.,.a..i FEttt+MOTt:3 pN>?iA AMo t1,tFuof:Is tNrpat KM%E1rCE ra,natmt>pAacta nwt wJlntrWlo4lr,aww,p+aH,+d.Lawsrki,l4tt►alrn difihy f ttaIiylRPvuy+AUt wlr.a,carRaOf,lt.y,t1na�lar,Mk[tRut pdew+aDanhl.wh,snmlnedn n4,"N+M+wnuwoala+n,.nde#antndvulr.dM 4t J m pta t a.ramao C!Mdaya 8[i4iE USE .WTI lift '-- rnr,te uM,n6rt o,��,�wnyl�OrtO�hyDe nnia t�aYaucbtlty al ttbtaldp e4itntnr.(rltiu. ,e'Utv,6t yattfitr48pAt NldiiM,�pWna+r,ptx,rr.Inpollmwetatl t7uihpne Rn,nr� WilYaf die nun+gey�r�Ji rd 0 FQ li..a-44nW ,ypna.a WFrlr vLm. d.ran,rd,gara7tr.eccvr y,rsrwncm nnJm�+cmv con�noST•aa aunrid Rlnn(tv+46:[t CP S971d 11r,,tMa;:tAMr.3un AV ru691 tkvYfn,paal;,tMa,pv'l't4artnj par'ntAmlMdat,ia avaotan Anmtruti PM4 M1LWt4.S9itrQnlrAe[Aka.A+trir.,M.IN1 A MiTak Alf IIlate A"g 27 03 03: 02p Jim Furey 518 885 2984 P. 18 AUG-27-03 WED 09:37 An - BELL. TRUSS DEPT, FAX NO, 3561371 P. 16 71—uss Nra— Ow— Y �T041'+8 OAP 7111,135 1 1 12 1 El 291402 Tho Oak Grove 1 4. I o -, It zif 7 Us 3 SEP-TrencO STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 2 24= SPACING ICLL Soo 2." CSI 7CM 101. Plat-3 locropm 1.15 TC 0.13 DEFL In floe) Irdall PLATES GRIP 0 Lumba Introists 1.15 n/1 IVA scl.l. 0 'Vol"LL, . 1971144 . 0. ,up slroxtv Incr YES PC 0.05 V.112 0.01 2.4 >999 Wi 0.00OCTIL 2.0 rod4i 00CAIANR135 tjnr - va — I st LCLL MM 00oll.380 tlTtootr, —_— Wainhi.10 Ib TOP Cl IORD 2 X 4 SPF S 1650F I.St BRACING 110T Cl IORD 2 X 4 SPF.S 155or I.EE- TOP CHORD Shaaihodor8-O,*oC,t,p,,. REACTIONS UOTCHORD Rigid caaltiff*%I(:Ily 4pplit.,if or 10-0-0 on bracing. Max tlOrz 2-7004'a cli-�'21 Ai""JI1102=4011(fand c'as c:41.4-4011(load cano al FORMS Ith)-rirl Lejud Cliza Orjv TOPCHORD 1-2-16.7-3=145.34-245,4-5-15 80TCHOM) 2.4=190 vvnTEs 11 This inilo.h.1%befin cIj!jCj tifibilanrce loadin g cmidvar�,21 This torte h.n hl.n d,.jgrja,forLha wind loads pricuice UY 90 mph wind:lit 30 ft abajj6 grotanj vsJois 5.0 PV top c)Ofd 1(1:ld and 2.0 psf bottom chord dd4id lo,id.in tho gable and ran(zone ail an occItoancy catongn,I,,cond;t,,an I na ' It 01111 Ing. Ill cxPoLure c ASCE 7.as parflOCA/AN3195 if and verticaLa at cailtilqwkjr2 ex)-,T, bay at,expoe a wind. K rigrebam uxisy, v nor'�KJ%Owd To wind. The lumber00t.inCrvaro is 1.33,and The plate Whi;octt;.- ad j,e;5 1.33 31 The tronitl d doarl"M ar" ll A*wn is btifficicilt only to cQvgrtft4r VIA=Wuiqtn Moll and doe&not Allow fur any additional ad to be aiiaoif 101110 bailtom chard. 41 01 Ilvt:,It,!;Nucli dvaiiincd(a#d W011104U at 20.0pu)on the bottom chord In 40 6fft3 WithO ClCalAnCo GrOathr ti..,ln 3.0 0 01w ell 1110 bt4lont chord and any 61141 ffitihhurs. GI rav* 4 Inec ru cat C110 N'. n0cliOn Illy(ithcrO of trusi;to bowing pLitil capable of withittanding 108 touPlift at joint 2 and 108 Ill "I fit 146)7lfrs I'll"I 11-4 I)tvn designed with ANSIITPI 1-1993etiteria, WAD CA.141S) Srol(I4111 ,0 to 6 7 A July 30,2003 -d*I:Ap K0 a"Tan M2 AND MCLM l"UO 'Y"StI URWVC PAGE M%7473 SEF01119 ME Arta I'- I In- AuZ 27 03 03: 02p Jim Furey 518 885 2984 P. 19 ALt-27-03 WED 09:37 AM BELL. TRUSS DEPT, FAX NO. 3551371 P. 17 FRENCO STANDARD PIGGYBACK TRUSS ..- -.----..-, CONNECTION DETAIL ED-PIGGY It r"-W SIZE To MATCH Q,D1*10-ta".- TOP CHORD Or PIGGYBACK JULY 11,2003 ACTAct ir of CIO, ONSE FACE OF foil NO W;D To "1 12 RUWt Or 10a NAILS Mr C)� 5 rAC 00 Irr AND STAGGENED PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PUHLIN WITH 2 16dNAMSTO NAILED. -J SASE TRUSS StACEPU(ZLINSACC61ZDINGTOTRFMMIMUM SPACING ON T14P TOP CHOfto OF THE HAUE TRUSS(SPACING NOT TO EXCEED 24"O.Q.), AT EACH EACH IlURUN To Top CHORD OF HA SE TRUSS WITH 2-16J MAIM FOR PIGGY BACKTAL14Scs win I SPANO,4 jr klom. SCAB MAY RC 1DMMITFD PROVIDED THAT- A PURI.I N Be ROOr a ICATI(ING TO(Or CONTINUOUS OVCR JOWT AT EACH TO BASE LOCATED TRUSS JOINT. (.SHEATHING 10 OVERLAP MINIMUM I?,-OVER JOINT) -——------------------ IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: RIEFLACEVE NAILING or CAP TRUSS TO PURLINS WrM GussrTs As SHOWN.AND APPLY PUkLIf4S TO LOWER MGr OF BASE TRUSS 1OP C3iDRD AT RFCOMENDED SPAriNr.SHOWN ABOVE. G'x fi"x Vr PLYWOOD(or 711G,OSS) GUSSET FAC"SIDE AT EACH BASE TRUSS JOINT. ATTACHW11H 3-So NAILS INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS RCQUIRING A VERTICAL WF_8; V11tTIC A$WEB TO 1) VCRTICAL WEBS OF PIGGYBACK AND DA$r TRUSS F-Xlklqr3 THHOUC41 MUST MATCH IN ZIZI:GRADC.AND MUST LINE UP BOTTOM CI)ORD AS SHOWN IN OFTAIL. OF PIGGYBACK 2)VEFrACAL WEBB or.PIGGYBACK MUST RUN 1HROUCIj BOTTOM CHORD SO TIIATTHFRE IS FULL WOOD TO WOOD CONTACT BETWEEN wca or PloavaACK ANOTHE TOP CHORD Or THE BASE TRUSS. 3)CONCENTRATED LOAD MUST BE APklfll) TO BOTH THE PirCYBACK AND Ti or%ASS TRUSS. 4)ATIAC412 x x 6t-0'SCAS TO FACH FACE OF TRUSSASSEMBLY WITH 2 ROWS OF 1(1,1 NAILS AT 3-0-C-STASGERFI)' (SC4F AND URADE TO MjkTCH VORTICAL WEBS Or PIGGYBACK AND hASc'iRvSS.) 5)This CONNQGTION 13 ONLY VALID rOR A MAXIMUM CONCE111TRAfEL)LOAD 01`3700 LBO(IfOtifi).RcVjCW BY A GUALtricD ENGINEER IS ReOuIREn FOR LOADS GREATER THAN 3700 LOS. p.,,"taj pod READ 141)rffS ON"U!k AMC i�_[Qsw_v KR�E EN6INEER_Ft4_(j'j.ty Timmco A MiTak A11111al© H"g 27 03 03: 03p Jim Furey 518 885 2984 p. 20 AOO-27-03 WED 09:38 AM BELL• , TRUSS DEPT, FAX NO. 3551371 P. 18 ctry- IF 4 W156R64-10 OF lit, r r,?Fj�._jr"Wid Jul 30 6r Moll STUD GABLE I The Oak Grove1fadfo C1291399 NY 12106 3.10 nmxSA010 14-0 1-4-0 1 1-0 140 9r a 9torl-2 12 SR6 01 10 a to is 20 12 41 21 213 42 41 40 39 34 37 34 35 34 33 V 31 40 29 25 27 20 ZS 24 SO 27.3.fi LOADIN101 1pul) SPACING 7.00- CST VEPL In fine) Well PLATES GRIP .(CLL EA0.0 1114tat I"croaco 1.15 TC 0.11 VerttL(I P" IT/it M1120 197/144 10.0 turl't..Increbw 1.15 ac OM VcrtITLI 0.00 1 >999 ACI L 0.0 ROD$flat-,'Inc? YES Wei 0.16 Harz(TLI O,O 1 23 nil BCOL 10.0 Cook DOCA/ANS195 M114,a) III LC LL Min(ldoll =3110 Waioht:212 111a T013 CHORD 2 X 4 I.SC BRACING TOP CHOkD Sheathed or 6.04 oc fourfins. 801 CHORD 2 X 4 SPF-5 210OF 1,8E 001•CftM litatticalgiigd;rcctlyappliadoriO.O.Oal�baclng. 0,111ens 2 X A SIT Stud'Except I WEDS T-Srocv: 2 X 4 SPF-S 166061.6E-12.33,17-34. 17-3112 X 4 SYP Nn.3.111-31 2 X 4 SYP No.3 10-35 2 X 4 SYP No.3,9 36 2 X 4 SYP No,3 10-35,13-32.14-31 13-32 2 X 4 SYP Nrf.3,114-31 2 X 4 SYP No.3 15.30 2 K 4 SYP N(l.3 SLIDER Right 2 X 4 SPIT Seal 1,3-14 REACIIONS Ill11etw) 2=26V27-3-8,33-161127.3-8.34�181127-3-8,35--187127.3-8.36-192127-3.8,37=184127-3-2 38=184127-3-8.31f)-1117127-3-0.40r18121127.3-11,41-177127-3-8,42,-220127-3-8. 31=187127-3-8.30=19212?-3-2.26=184127-3.8,28-1841273-8. 27 n 187JU-3-11,70 z ID8127-318.25=1031-17-3-8.24=2011/27-3.11,23=1 15127-3-5 -.Ix Holz 2-3531toad oaaa 31 Max 1.441112-1011(foad Capo 21 34­3S(Io3dcaso,11,35-41(load! f�t.)41.36=4)Ilar,i 7iist;41 -I-821toad case 4).37­7811cad a I..j 3G Cast 4).30=-8011omd case 41,40, c"o 41,41­131(load case 41, 42-.8111road Cara 41.32=43(f(I.1d caId 51.41=41411a3d ce-d 51.30=-5211oad ease 6).29=-78(losd =41 St.78­77111old calc 5).27­79(towl c'.41 4 4,5),70­571$ C-%;%o 51,75=-67j1*.sa vrwne 51. 24­1170ticiad case 551,23­S20oad cast 31 41-9 G"O"2`260(to3u caso III.33=24000ad case$1,34=19124a3cf-caso 61.3S-189(load caw 51.34-1920oad ciuss 11,37=1041loW cast:K 40=113400d taro 11,39=78111100ut C10.6 61.40=18911*sd cal 41 t-1778oad Case 61,42 2201lood c.4o 61,32-1 66(load caso 71.31-189(lood couc 7 30=19200441 Vote 11,29=184(foad cao 71.28-184(load case 11,27*18711D',%d Caro 11" 26-18000-idf.4so 71.26-103ftnd to$*If.24=212tjoad chso 71,23.227(load c9se S) 1`011CIIS 1111)-First Ioml Culu Only TOP 010110 1-2-60,2-3-.110.1.4=-111%4-5=-M h-S--fifi.6-7­09.7,8--84.8.0­04,9.10­84,10-11..65, 1 t-12-'156 12 13=-1111.13-14=415.14-15=-64, 15-17=.84, a-19=-e5. 19 204-9 .20411=85.21 27.-20.22-23=-101 SCIT CI-IOND 2-42-30.41-42s,30,40-41..30.39.40o30,38.39.30,37-38 2t30,36 37=29,35-31111=29,34-35=29. 33 34 n20,92.33*M 31-22,20.2D-3i-29.20.30-20,29.20«30..27-20-30,2G-27--30,25-26-31), Zq 25-30.23.24=30 ;a STR 0, Hof NE wres 12-33­125.11%.34­15S 110-35=-167.9-36=-165.8-37--157.7-38--167.G-32=.160,S-40-11 61. fl� 1, k ,> NOTES 11 11w,trus has chacUd for unlulfflewdel IfuldI111)6FII1d;1;aA$. 'A w -z 21 rot Cho wind loads pun",ite(I by 90 mph wIjja4,,%I30 I1,4)qvQ9rlh1nd1u1vvL wals 5.0p-Iftop rAnid dr-ill Inad and 5.0PM bratom chord daud Wall,in t1tr 9-,ibju cnd roof roncon nn orcupmicy catcaary 11.condition I outfaced buliding.with axpozzwo C ASCE 7.08 par 80MANSIDS It and vorticals or canpIevcra axis,,they Lira exposed to W]Qd- It I'DIr(-42 8)"t.IMV are not ariflotod to wind. The lumber DOL Ineinaw is 1.33,and tire plate or;p Incrt,2ze is 1.23 3) Tru-n dorianud for wind Imida in ft,gdjna of ilTv tnr.7 ordy. ror:;tuo:,,exr)o:sw to win(I InormNj to 1hu f.wuf.soff MiTc.w Siandarri Gable Efts!vothil" 0.671 41 AR playas we 2x4 M1120 unlasL othcrwisc indicated, 61 GeU14 FQ(IuIf44 c0ftlbluo"baltom chord lecirinq_ -BSI Com.nued an page Juty 30,21303 1A Am%. lwr;;rw 6EFEKENCIE PAGE Allf-7472 BEFORE UaE ENGINEffiff - Nis w ix'4$14'r "d Hinal zw=" ENCO M N � � l Symbols i Numbering System Q General PLATE LOCATION AND ORIENTATION Safety Notes — PLATE la Follow Could Cause Properly 1/ •Cerilmpleteonioinl uruess I Damage or Personal injury dimensions Indicate olhenoise. Dimensions or..hr inches.Apph/ I, Provide copies of Itus truss design to the piaics to No sides at his . Waling designer,erection supervisor,ptopej securet/seat, owner and dloiherinieresied parties, . � J2. J3 N did 2. Cut membe►s!a bear rQhlly ogo;nsl each 1" TOP CHOROS ocher. MT Q JS 3. Placeplalesaneach face ofhussafeach c rr 3 ' idnl and embed fully,Avold knob and wane aw1thllocations, LO m a ay 4. Unlessothemise noted,locote chord splices a o 'A panel lenglh(s 6'kCm adjacent jofnf.) ' O ( `Fot4 x 2 aien,at ion,locale BOTTOMCMORO$ S. Messaf rwlsanofed,moisture content of x plates U8"hem outside edge JI lumber shall not exceed 19%at lime of labrical'�on, arIMS and vertical web, d9 J7 Jd � I d, Udess expressly noted,his design is no, I r applicable lot use Ail (e,eIardon1or 'Thl;symbalInd'ales the pmservallvelreCiedlumbec t Mumrequired drecitonof sl4ls in ."..W sA�OCOROSARN tEREOCCOCK COnneClGtp!a1e5. AROUND RnNGA1}EIOwESjarf 7. Comber!s0nonihucwolcorjiderolionand FARIHES110JHE,LER. Is the lesponsibl;iyof truss tob6colar.Generol j ; praciiceIs10carrber for dead load dellecficn, l r s5'Ea5 ARE I+U'A9EREp FROtiI LFr r0 RIGHr l FIATS SIZE 9. Pbie fppe;slzeond loce;(aa dimensions j shownrndreale mfrimum pct;ngraq�7remenh. X The fal dimreeg4nis,he w(dlh rerpendiculor,a slots.Second 9. lumber stsa;l be of lhespec:es and sie,and I dimension is the tenglh pars let CCNNECTOIt PLATE COp6 AP�IICVAI$ in all respecls.equo:to orbef`er than the to Sl015, gtode,.peclGed. ! I 60CA 4631,96 d7 10,Top chords must be s',00, cl orpudins i IC50 3907,JM provided at spacing shown on desiLL gn, w I LATERAL BRACINGi If.Bal;ars chards rep ' rr r MCI 9Ec7,4 S2A �uxe.�lero',bracingofJ9 E ; h,spacing,or less,ii no ceuing is insici ed, i I Indiicales location of tegvlred WISC/DIME VON,970036•N unlvasss otnerwise noleo. h co0linuous Veto Ibracing, I ! htER 561 12,Anchorage and/atload Ira,Ter q CO connections to raises are the%pVnsi i(ty of ' alherssrfessshown. 13,Co not ovet000 root or floor IRMeswi h o° i BEARING staCN�tcansln; i' r� W Cl vA tia.Oro i. +� r ,rcicoleslocebn seta:=�ritaG,r l�.%,101cutorallerhum^ne`m;eraPlate, OG G{jansc 1.0haut^rioro provolc: " npl which beacngs(sapccr;sj Occur. r �, c r ofes;ra, � eny n.er, m N CIO S.Ga.e a,au,d�e sx.ec���in rancSng. :?!dt'i�+RAttllydre �Q � 'krec,icnc,^,dirstakafianai�lrusses. N M!Tek Engfnrdring aetererce Sheet:Nil-7473 C 1993141irM Holdings,Inc. 9 A4C 27 03 03: 03p Jim Furey 518 885 2984 p. 22 Aid-27-03 WED 09.39 AM BELL, TRUSS DEPT, FAX N0, 3651371 P. 01/01 1 • Jbh - ._. .ftuaa +tr:;::`IType-- •-• t3CJ &ua�'.a�c Et772A7f�k'1 roe tr<� 118RROpK Tb3GE AC11.E �1 T I7ho OAk Grova 1 laption 111 jLnl7rivuq O'idtdtts•$dipltly,Lich RC4t9dy, Q-'(Z36(i.-_ ---4 2tSt-SR7 S Oct 17 2002-Mi Ck nfauitrec�T-Wc3"7uT36Q7:3 5ff7.003-Papo 1 r2k,41 10-2•0 17-10.0 i 2:m0_' _•._11 t.2 q ItOti-t--I --27-II-0 ••��I--f 0•ItiJr 0•te-0 9-I-0 1-4 0#44 Q.1-40 ij4 •� a•10•a� •• 0.76d C,;tra=t:c41 a.00 12 12 it 10 Ski; `t4 S16 t5 tc 6�r� le , 10 i�r 20 21 J � 41 44 32 30 37 36 35 al 33 32 31 20 20 20 27 26 26 24 3xS- e.e 27.Q-0 P(�►e Oftsafs J5(_Y)i"fe;6 2 T9.0 t ff[Zdi0.3 0,0A OL LOADING tn•dl e SPACING 2(1.0 _ - est DEFT In (lac) I)doll PLATES GRIP TCL L 50.0 Plates 6lcreasr, 1.15 TC 0.11 VortILL) eta Ale MI120 197/144 UDI I0.0 Lumhorincrca:a 1.15 8C 0.03 Vcr1ITLl -0.0022.23 >999 6CLL 0.0 Rep ll swmit titer YES WS 0.16 HarzlT 0.01 22 Na eCOL 70.0 Cada ECCAIAN319S (Moirixl 'I-t LC LL Min Udall-360 Weillh2:213Ib LtlluiuER. ._.._---- .... ._......_._...._ ...., � HRACINa'--�-. TOP CtIORD 2 X 4 SPF•S 165OF 1.5E TOP CHORD Stic+(I,od or 6 0.0 oc purlin:, SOT CI IOr1D 2 X 4 Sr F-S 710OF 1.8E e0T CI►aRD Rtnld calling dbri6)ly applied or to-D-O tie br4eiila. OTIAFRC 2 X 4 Vsf-Stud-Except, WEBS T-Swcc: 2 K 4 SPF•5 165OF t.G:-12.33,11.34, 12-33 2 X 4 SYP Nu.3,11.34 2 X 4 SYP Na.3 10-35,13.32.14-31 10-35 2 X 4 SVP Na.3,9.36 2 X 4 SYP No.3 13-122X4SYPNa.3.1431 2 X 4 SYPNo,3 16-30 2 X 4 SYP Nd..3 REACTION3Ilhtairr) 2-2G4rZ7-a-0,33-154/27-80.34=182/7.7-8.0,35nIB7)27-8.0,3 6=1 92127-4-0,37-1 84127-8-4 38=184t27-8-0,39-157/27-6-0,40=188/27.8-0,41+-177/27.8.0,4 2=220127.8.0. 32=162127.8 0.31=187127.6-0.30=1 02127.8 0.29-184127.8•0.28-164127.8.0. 27•.187)27-8-0.2 6=16812 7.8.0,25 r 177f27-8.0,24=22012 7.8.0.22-284t27-8.0 Marx Harz 2=343(load rasa 31 M;ix Uplitl2=•I OO(Iovd C..ka 2),34=-340oad caso 41.35--910oad taro 4l.313-.87t(esd taro 4),37=-7811aad erl.e 4).38-77(load case 41.30-40(lnad cacti 41,40=-78(Inad Facto 41.41=-81(road 42-•48(load c;ta4 4).32.-70D1Ntd caso 51.31--95(tosd case 5►.70=82;toad caso 51,29=-7811aad caso 5).28=•770o:1d e610 51.27=-60(load eaa S).26=.79(lead eat*St.2S-511load cec.6). 2.1 -8G(hlud taco 5).22=-458uad caso 3) MlW Grav 2=20411n.-de is 11.33=25300adcaca 5).34=1SG{randLI31161,35=18311aad care 61,38•r192tlaad wom 1).37-1840nadenln6).38 41811(load ea.e it.38-187Uatid cnm 61.40-199INW1.&so 1). 41=1220oad c+--a 6).42-22Wo2d cast,6),32-•186(laad case 7).31-189tioed case 7), 30 t 192fload caso 11.20-1840 ad case 7).28=I8411aud core 1).27=187pood case 7). 2G.•18D(lri d ca.e t).2S=177(tuidtaco 73.24-220florettaco 71,22-2134(load tw;a 1) FORCES lilt)•174,t Load Cm..:a Only TOP�C110RO 1-2=-69,2-3-•106.3-4.-07,4-S=-82,5=K=•83,6 7=-03,7-11 -131.0.13.-D2,9-10••8�.70.11-•-82. I1-12-17.12-13•--79.13.14-•82.14-15;z-S2.15.10=•82,11 64 7=-8 1,17-18= 83,18.19=-83. 19.20=•82.20-7.1---87,21.2 2=-108.22.22-59 DOT Ct19RO 2.42-28,41.42=28.40.41=20.39 40=28,38 39=20.37.38=20,36-37=17,35-35=27.34.35-27. 33-34-•77,32-33-27,31-32-27,30-31-•97.29.30,•27.20-29-28,27.28-20.26-27••20.25-2G-26, of NE 2r1-25-20,22.24-28 WPCs 12.3J=•127..tt 34=•1L5,to•35',•160.9.35-•765.B•37r457.7.38r•157.15-39--150,6-40--101, .tIV y 441--1G2,342=-188,1332=-155.14.31=-1GO,15.30--165.16-20-••157.17-28=-157.19-27a-ISO, 193c=•1G1.20-75=452,71.24-•188 NOTES 11 Thlu Itu:::1131 henn cMtokcd for,mtit+lntcad iwdm+j conditions. A 7 21 This tnle:has berm erusynntl for 1he wind bade generated by 90 mph wir+tt:a130 It rrruvu gtoand(+rvaL uri+r0 5.0 psf top Chord a dvo4 load and ri3O p.116atian,chard dead In3d.in the 9atlld and roof rono an an outwPancy vat.pory 11.condirivi%) unciosod blydsTinq,with nxpoSui C ASCE 2.98 nn 80Ca)ANS196 it and vcttrc.,ie or cantilevers axL-t.thtry two exnosaa to wind. It porchtr;uxi:t.IN'v ern tat expo::cd to wind. Tito lumbar DOL incraaye r.1.33.and tlto plate(Imp Ittorease G 1.33 '•• f? :1 Trusz+)avi Price((nr.vind 1o11d r itla planr.or the truss unry. For snide axpasod to wind Inormut to the fatal.soo MiTck "Siundald Gable Fnd Derail" tn0 Q 671p'L �� 41 All philc.t o 2x4 M112.0 uAleas othommil tndicatttd. A V 6)Gahta+ohuira5 c,l11tlauair bottom chord kr:ar:n0'01 G4blu a4trde cp;tcrd nl 1.4 0 cc. �4 FSSI�N� Coniinucd an on(ic 7 ,r July 30.2003 re:,mane.va�ur4«.hr,p•NLea(nno 3vitAll"OMnN7Svisk"o M0.W1ER MUCK lttlLREMCEVAGEW47473DnraaEILI= - - EN?-J;K -RING F3Y puop�)du"sru:•a anti wrL Ain't- aeaau hb,,:no Cl .+,onacror:miMMerilbuWug marjnort iu Ml ,rnola4•MloMtanlriv+slwM, M4,t•tt.tury.daw7tlnp.Vsmrnpn:,•gN,pvmco,p,•�pMn orcvnpvnnttca:ponnl6yortru7daq daro.,lnw-nntvuan ��� •carlgm,r0i.up,tl:navmleauytnr.putnton•,rh�Aooi+mbnonrom:any MMi+mlottouq„urymsnplirtt'ettn9+blLLlydv,Utprna.•tvcwnipaa u•:1^•t:@utvmae rtt sue AdJmr�mrpnm.anetd 07nr.•q al lneawn,7 sUvciura t:-stw.a n9t 3hy,tl,a euca�ad+rvDirr f'a ganv:n 0rl4a+ca -- -. , I tl"%' DtWu1truj ,Tcdty e�nrrW.rin/yd.lonit-mw:Arapndo-z Ft3ls'nnat a5 T-0e ndfio nwa,M osa.V 237 F.tW.ncason.:nVc saanf . Lntyttu,yln'fotpn•1.na mn,rtnO Rnrnnn,.vtdnu4l<s.'.twte MemTn,:.:Flat4t,utW[F.5k3UVnOhronrva,an,tsii ura7,n•.__... _.__.... �. AM1Tek Allil(o(e i MAP REFERENCE: PHASE it BROOKFIELD ESTATES MAGNETIC 1986 DATED DECEMBER 7, 1987 LAST REVISED JUNE 7, 1988 BY VAN DUSEN & STEVES LAND SURVEYORS 1 N 5010105" a p urIUM5 35.89 L ' 1'1 9 ,e'a , WELL ILO �,\ ,�� PROPANE ® •- o) N 00 OF Q�EENSB�R 4i SOWN G p,ND CODE gU1lDIN 63 01 r- V LOT 16 `� LOT 18 ! 67,255 sq.ft. 1.54 acres 0 UTUT1C5 I HEREBY CERTIFY THAT THIS MAP WAS PREPARED 289.5 j FROM AN ACTUAL FIELD SURVEY. 14030120114, THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDNG INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO+ RICHARD GURTI5 &LIE Z. CURTIS BAWCNORTH. NA.. ITS SUCCESSORS AND/OR A551GN5 CHIGAGO TITLE INSURANCE COMPANY LOT 20 ems_ CERTIFIED BYs�__ MATTHEW G. STEVES, LL5 NY$ 50135 f DATEDl NOVEMBER 19. 2003 ate; NOVEMBER 18, 2003 �►-n Dus •UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Map Of 8 survey made for Scate 1'=50' NAP BEARING A UCENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION Z OF THE NEW YORI STATE EDUCATION LAW.' 'ONLY COM MIOM m ORIGINAL Or THIS SURVV S t e v e �"'TM AN ORIGRCONSIDERED RE m WE VAUD TRUE S- 1 SEAL SHALL BE CONSIDEREo YAUD,RUE COPIES.' R I C HAR D & J U LI E Z . C U R T I S 'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED NI ACCORDAIUCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED Land Surveyors BY THE NEW Y F STATE ASSOCIATION SURVEY a PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSONN FOR 91i0M THE SURVEY IS PREPARED.AND SHEET 1 OF 1 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND`DONG ILSTITLRTNTN LISTED AMOK AND Town of Queensbury, Warren County, New York TOM wxrom of m LCidNG INBTNUTION.' G R (518) 792-8474 New York Lie. No. 50135 1 1 NO. DATE DESCRIPTION DWG. NO. BGG71-18 54-1-35.38/290.00-1-60 Foundation Inspection Report Office No. (518)761-8256 Date Inspection q e e ei ed: 1 Queensbury Building&Code Enforcement Arrive: = a epart: az 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini ' I NAME: �-� C P T#: 03 LOCATION: P - INSPECT ON: TYPE OF STRUC Comments 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 Foundation Dampproofing Foundation/ erproofing L3K of Dampproofing/Waterproofing . Footing Drain aylight or Sump Footing Drain Stone: 12 inch width 6 ' hes above footing mil poly for wet areas under slab /i�l ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior 1 Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003