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2004-320 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20040320 Date Issued: Wednesday, August 04- 2004 This is to certify that work requested to be done as shown by Permit Number P20040320 has been completed. Tax Map Number: 523400-309-005-0001-010-000-0000 Location: 408 SHERMAN Ave Owner: ROBERT & CINDY ROBERTS Applicant: ROBERT & CINDY ROBERTS This structure may be occupied as a: By Order of Town Board Garage - 3 Cars Detached TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040320 Application Number: A20040320 Tax Map No: 523400-309-005-0001-010-000-0000 Permission is hereby granted to: ROBF,RT& C;TNDY ROBF.RT4 For property located at: 408 SHERMAN Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together,with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ROBERT & CMY ROBERTS 408 SHERMAN Ave Garage-3 Cars Detached $19,000.00 Total Value $19,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency i Plans&Specifications 2004-320 864 SQ FT 3-CAR DETACHED GARAGE $86.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 01, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at ttl ` o of Qu a sb uesday, June 01, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until.applicant has received a Fee Paid $� valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant:�abe�^�� C�nd�, �9 Zb�� Owner:Rcsbe,r--f iE. -+ �n�v A. /?O ,,, < uz Address: NOR Address: 9 o k lA PDPr--'5h e1-m6 h e ve_ Phone#(5(g) -71P -,S4 9 U Phone#(aa)79 k - ,- Property Location: Lot Number: / House Number / -5�er n. de- Subdivision Name: Tax Map N ber: 9 3-a -a a.toA New Building: residence /commercial 'Estimated Market Value of Construction:$_ /9i O Addition: residence/ commercial If an Addition,what will use of new addition be? t] Alteration: residence/ commercial Q No change to exterior size: residence/com'1- 0 Other work(describe Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft, .fls Square Feet ?, y o Single family dwelling o Two family dwelliniz M, t3 Townhouse o Multifamily dwelling TOWN OF OUE NSSURY #of units BUILDING AND CODE o Office o Mercaatile o Manufacturin — --- --- — — ..0 1 mar detached garage - - --- -- 0 2 car detached garage �( 3 car detached garage 0 1.car Attached garage 0 2 car attached garage 0 3 car attached garage 0 Storage building- commercial o Storage building- residential o Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? X6 Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: /)ONE_ Number of Ftre__places to be installed 0 Number of oWo dstove,s to be installed d List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder- Cie -w - 7= -rt 7 q k`- - Plumber a n, Mason g c, a L fa p--9y/a2 Electrician ,- q 79r P--9 q/-2- Able- Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all Provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Cod ,an As Bullt Survey by a licensed surveyor;drawn to scale,showing actual location of all, v ns coon Signature: �� owner,owner's caner s agent,architect,contractor � Q . K � Residential Final Inspection ' Office No:(518) 761-8256 Date Inspection request received: -�7W 0 am— Queensbury Building&Code Enforcement Arrive: am/ In Depart: S�pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: �O LOCATION: olyL- DATE: AN 04—11T� TYPE OF STRUCTORE,.. 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 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 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 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 Furnace/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 glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / 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 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"aces , 1 s . ft.-150 s .ft.vents Building No./Address v' jblj Jr9jn rgqd, Final Electrical Site Plan /Variance re uir d 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/0(Cert. Of Occu anc Okay to issue Permanent C/O(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. GJ� Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL �4 Permit No.....................J................Cert. No 75901 Cut-in Card No.................................. Owner... 'E Location..` . #r'—A*� �'`� ...........4................................ . Installation Consisting of.3.. 1 .Z ..� �. .... .......... ....... ....... ...................... .......................... a6. -. ................ ,�e7................................................................................................... .................................................................................................................................................................................... InstalledBy.....�..`.........�?7.e~p .............................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ' sp ctions at any time, and if its rules are violated,the Company shall have the right tore ke thi ce i te. Date.. '`'. . ............. INSPECTOR..... /....... ................................ ................................ Member N.F.P.A.,I.A.E.1. Framing /Firestopping Inspection Report )_ Office No. (518)761-8256 Date Inspection request received: e2 42 Queensbury Building&Code Enforcement Arrive: am/pm part: = �hln/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: / Ju NAME: L �-'JG- PERMIT#: LOCATION: INSPECT ON: 4� TYPE OF STRUCTURE: 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 36 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 ce and 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 1/2 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 1 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requo.,st rWA,yz Queensbury Building&Code Enforcement Arrive: —am/0m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: L b !s PERMIT#: 3 LOCATION: -u d a'' INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 %s(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses nchor Bolts 6 ft. or less on center Ice and 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 '/z 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report -71 Office No. (518)761-8256 Date Inspection reques received: (, GT Queensbury Building&Code Enforcement Arrive: am/piDepart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: V0" PERMIT#: LOCATION: L1-0,? Sly—• INSPECT ON: 6 TYPE OF STRUCTURE: 0- T*V 11 Comments Y N N/A 0 iers Of Monolithic Slab Reinforcement in Place The contractor is responsible for I 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. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report doc January 28,2003 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req st e ei /Y C Queensbury Building&Code Enforcement Arrive: a�p e art: r m/pm 742 Bay Road, Queeen)sbury,NY 12804 Inspector's Init?s: NAME: lDi� ��`—�� PERM "00 3 S�d LOCATION: DATE: i7t / �6i S COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Com lete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stock oom/Storage/Receiving/Shippnig Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame 1 Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /De-Q ble Surface 20' wide Okay To Issue Temp. or,P-ermanent Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc .. Town of Queensbury , Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request INSPECTION ON: SCHEDULE Received: Permit#�73 � ' Name: AM (DPM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY 41 EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM X FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE j! COMPRESSED GAS >l CLEARANCE TO SPRINKLERS S/ CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED }( COMBUSTIBLE WASTE x/, VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS 1 NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE O F R CO NOT OK INSPECTEU BY COMDEV/CHRISJ/WORD/LETTERS20011F IREMARSHALI NS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 5- 1-03_10:30:=M:CLB DC r3UEENSBURY ,51S _SS n504 # 9/ 1$ Job Mark Quan Type • Span ' Pl-Hl Left OH Right OH Engineering T03011565 2452T 520 4.3 240000 5 .2- 0- 0 2- 0- 0 I j U#0225 J#STOCK60 sxs- HO 4-1 B HO 4-1 2x4. 2XV, F G 5 5-4-1 / A C $. E 51 D 3x4- 4x4= 3x4- W:508 W:508 R:2208 R:22DB U: 248 U: 246 TC 2-0-0 6-9-3 5-2-13 5-2-13 6-9-3 .2-D-0 -B�----- _.�-3-il g=3-11 -'----' ---- --24-0-0-- --ALL PLATES ARE LOCK20 Scale:0.242°=1' Robbins Engineering, inc./Online Plus" ),FPROX. TRUSS WEIG•r.T: 137.1 LBS Online Plus -- Version 13.5.02E PLATING CONFORMS TO TPI REVIEWED BY: RUN DATE: 1-16-03 VERIFY PLATE VALUES WITS Robbins Engineering, Inc. ROBBINS ENGINEERING_ PO Box 290055 CS1 SIZE LUMBER 1.1517B GRIP BASED ON SYP/SPF LUMBER Tampa, FL 336B2 TOP 0.94 2X 4 1650F1.S.1B97 USING GROSS AREA TEST METHOD. BTM 0.76 2X 4 165OF1.5 1897 PLATES - 20 GAUGE LOCK REFER TO ROB13INS ENG. GENERAL WES 0.60 2X 4 SPFS-STU 759 GRIPPING 514-250 PSI.PER PAIR NOTES AND SYMBOLS SHEET FOR REPETITIVE MEMBER INCREASES: INCLUDES 15_D9 INCREASE ADDITIONAL SPECIFICATIONS. FB 15.0% FT 0.0% FC 0.0& TENSION 1339- 465 PLI PER PAIR SHEAR 7B47 506 PLI PER PAIR NOTES: " LATERAL BRACING: 1. TRUSSES MANUFACTURED BY - TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y SARATOGA LUMBER TRADERS BTH CHORD - CONTINUOUS A 2001 5.00 X 6.00 5.4 3.5 2. EMPIRICAL ANALOG IS USED. TRUSS SPACING - 24.0 IN. B 3010 5.00 X 5.DD CTR CTR 3. WIND LOADS - ANSI/ASCE 7-98 C 2001 5.00 X 9.00 5.4 3.5 TRUSS IS DESIGNED AS A ' STANDARD LOADING D 1010 3.00 X 4.00 1.5 1.5 MAIN WIND-FORCE RES SYSTEM LUMBER STRESS INCREASE: 15.08 E 101D 3.00 X 4.OD 2.5 1.5 FOR FTTRR70R ZONE LOCATION PLATE STRESS INCREASE: 15.0% F 1001 2.00 X 4.00 CTR CTR WIND SPEED - 9D MPH LOADING LIVE DEAD (PSF) G 1001 2.GO X 4.00 CTR CTR MEAN ROOF HEIGHT - 25' TOP CHD 60.0 10.0 - "Sl 1100 4.00 X 4.00 CTR 0.0 EXPOSURE CATEGORY - C BTM CHD 0-0 10.0 OCCUPANCY FACTOR - 1.00 TOTAL 60.0 20.0 80.0 ENCLOSED BUILDING. SUPPORT CRITERIA TC DEAD LOAD = 6.0 PSF .JT REACT WIDTH JT REACT WIDTH BC DEAD LOAD = 6.0 PSF LBS IN-SX LBS IN-SX 4. PREVENT TRUSS ROTATION AT A 2200 5- 8 C 2200 -5- 8 ALL BEARING LOCATIONS_ •' S. ANCHOR TRUSS FOR A TOTAL, LEFT RIGHT HORIZONTAL LOAD OF 102 LBS. HEEL DIN - 4SX' DIN - 4SX G. FASTEN TRUSS TO ERG A FOR 248 LBS OF UPLIFT, MEMBR CSI P(LBS) M@1ST M@2ND WHILE PERMITTING NO UPWARD TOP CHORDS MOVEMENT OF WALL OR BRG. A-F 0.94 3518 C 3396 -5D04 1. FASTEN TRUSS TO ERG C F-B 0.87 3133 C 5DD4 -2285 FOR 246 LBS OF UPLIFT, B-G 0.87 3133 C 2285 -5004 WHILE PERMITTING NO UPWARD G-C 0.94 3518 C 5004 -3396 MOVEMENT OF WALL OR ERG. BOTTOM CHORDS A-E 0.75 3254 T -470 -1210 E-Sl 0.54- 2213 T 1210 426 S1-D 0.54 2213 T -426 -1210 D-C 0.76 325BS4T 1210 470 N E i F-E = 797 C E-B = 1094 T B-D = 1094 T• D-G = 197 C ,�q. P••� �[t�'! rp Cl DL+LL REEL = 0.38" IN G-C LL DEFL = 0.201- < BRG-SPAN/240 SPAN/OEFL (DL+LL) = 763 � -••�=^.\ , �+ L►! r Robbins Engineering.Inc.104ne Piw"F.1990•2003 Ve,sion 12.5.02B Engineering-Pcnrail 01116103 1:01'21 PM Page 1 JAN 1 7 z003 5- t-G i G:30.=.h11;CL6 CMG OUEECSSEI!R\` :S 1 3 SES OSO4 r t O! t S Job Mark Quari Type Zpan P1-RI Left OK Right OK Engineering T03®11565 2452GT 100 TR 240000 5 2- 0- 0 2- 0- 0 U#0225 J#STOCKGO HO 4-1 2x4 2x4 B HO 4-1 ; J M . 2x4 I _ 2x4 5 H O 2x4 . 2x4: F Q 5-4-1 2x4 : 2x4 s 3A4 J 1 34_ C E G I K L N P R T 2x4,. 2x4. 2x4. 2x4: Sx5c: 2x4• 2x4 2x4'. 2x4 SPL TC 2- -0 4-0-0 2-0-0 2-0-0 2-0-0 2-D-D : 2-D-0 2-0-0 2-0-0 . 2-0-0 4-0-0 2=D_0 Bc a-G-o 2="0=0-z=bo 2'-0=0 2=D=o7-z-o=o 2-0-0-2-D-D 4-0-0 24-0-0----...._.---- - - ALL PLATES ARE LOCK20 Scale:0.242"=1' Robb'-as Eng_neering,.IOc.IOnline Plus" AiMOX. TRUSS PIEIGHT: 152.9 LBS- Online Plus -- Version 13.5•D28 DL+LL DEFL = 0.03" IN S-C REVIEWED BY: RUN DATE: 1-16-03 LL DEFL = 0.01" < BRG-SIRW240 Robbins Engineering, Inc. SPAN/DEFL (DL+LL) = 999 FO Box 280055 CSI SIZE LUMBER 1.15£B Tampa, FL 33662 TOP 0.31 2X 4 SPF-#2 1510 PLATING CONFORMS TO TPI BTM 0.25' 2X 4 SPF-02 1510 VERIFY PLATE VALUES WITH REFER TO ROBBINS ENG. GENERAL WES 0.15 2X 4 SPFS-STU 759 ROBBINS ENGINEERING. NOTES AND SYMBOLS SHEET FOR REPETITIVE MEMBER INCREASES: GRIP BASED ON SYP/SPF LUMBER ADDITIONAL SPECIFICATIONS. FB 15.0% FT 0.0% FC 0.0% USING GROSS AREA TEST METHOD. PLATES - 20 GAUGE LOCK NOTES: LATERAL BRACING: GRIPPING 514-250 PSI PER PAIR 1. TRUSSES MANUFACTURED BY - TOP CHORD - CONTINUOUS INCLUDES 15.0E INCREASE SARATOGA LUMBER TRADERS BTM CHORD - CONTINUOUS TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED. TRUSS SPACING - 24.0 IN. SHEAR 784- 506 PLI.FER PAIR 3. WIND LOADS - ANSIIASCE 1-96 TRUSS IS DESIGNED AS A STANDARD LOADING JT TYPE PLATE SIZE X ' Y MAIN WIND-FORCE RES SYSTEM LUMBER STRESS INCREASE: 15.0% A 2001 3.00 X 4.00 5.9 3.1 FOR EXTERIOR ZONE LOCATION PLATE STRESS INCREASE: 15.08' H 3001 4.0D X 4,D0 CTR 2.2 WIND SPEED - 90 MPH LOADING LIVE DEAD (PSF) C 2001 3.00 X 4.00 .5.9 3.1 MEAN ROOF HEIGHT - 25' TOP CHID 60.0 10,0 D 1001 2.00 X 4.00 CTR CTR EXPOSURE CATEGORY - C BTM CAD 0.0 10,0 E 1001 2.00 X 4.00 CTR CTR OCCUPANCY FACTOR - 1.00 TOTAL 60.0 20.0 90.0 'F 1001 2.00 X 4,.00 CTR CTR ENCLOSED BUILDING. SUPPORT CRITERIA G 1001 2.00 X 4.00 CTR CTR TC DEAD LOAD = 6.0 PSF CONTINUOUS BETWEEN JNTS A 6 C .H 1001 2.00 X 4.00 CTR CTR BC DEAD LOAD = 6.0 PSF ' I 1001 2.00 X 4.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL LEFT RIGHT J 1001 2.DO X 4.00 CTR CTR HORIZONTAL LOAD OF 103 LES. HEEL GIN - 45X DIN - 4SX K 1001 2.00 X 4.OD CTR CTR S. FASTEN TRUSS TO BRG A L 1102 5.00 X 5.00 CTR 3.0 FOR 130 LES OF UPLIFT, MEMBR CSI P(LBS) Mo1ST M@2ND M 10D1 2.00 X 4.00 CTR CTR WHILE PERMITTING NO.UPWARD TOP CHORDS N 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL, OR ERG. A-D 0.31 B2 C 536 -1667 O 1001 2.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO ERG C D-F . '0,31 115 C 1667 -300 P 1001 2.00 X 4.00 CTR CTR FOR 140 LES OF UPLIFT, F-H 0.11. Ill T -38 75 Q 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD H-J 0.12 134 T -75 25 R 1D01 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. J-B 0.3.1 153 T -25 98 S 1001 2.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG E B-M 0.11 147 T -63 118 T 1001 2.00 X 4.D0 CTR CTR FOR 150 LES OF UPLIFT, M-0 0.12 110 T -118 167 WHILE PERMITTING NO UPWARD o-Q 0.11 ES C E21 -300 MOVEMENT DF WALL OR BRG. Q-S 0.31 115 C 300 -1667 The transfer Of loads to the roof 8. FASTEN TRUSS TO ERG I S-C 0.31 82 C 1667 -538 Diaphragm and bracing for FOR 82 LES OF UPLIFT, .BOTTOM CHORDS horizontal wind loads is the WHILE PERMITTING NO UPWARD A-E 0.25 87 T 63 24 P: NT OF WALL OR BRG. E-G 0.11 97 T -z a _6 Responsibility of the Building ti TRUSS TO BRG KG-I 0.04 87 T 6 1 Designer.. .r(f - f�:e c A. qt LES OF UPLIFT, I-K 0.03 B7 T -1 0 f�i. t�• RMITTING NO UPWARD K-L 0.02 67 T 0 0 C) :^r OF WALL OR BRG. L-N 0.02 97 T D -2 t#•'J� %� ;'2M,FAS SS TO BRG N fy i~�f o ,�J1 r`N-P 0.03 87 T 2 9 J; •1S OF UPLIFT, P-R 0.04 87 T -9 -36 ; ITTlIiG NO UPWARD R-T 0.11 67 T 36 138 ;lf�. ,:�`t<<•+• F WALL OR BAG. T-C 0.25 97 T -138 -355 ;P,• :i AS SS TO BRG P , WEBS � � FO S OF UPLIFT, E-D = 464 C G-F = 211 C '�'�� ti ING NO UPWARD I-H - 295 C K-J = 288 C '4.,,'C � / _ OF WALL OR BRG. L-B = 191 C N-M = 2B8 C J, TRUSS TO ERG T P-0 = 295 C R-Q = 211 C 142 LES OF UPLIFT, T-S = 464 C WHILE PERMITTING NO UPWARD Robbins Engineering.In Plus'" 1996-2003 Version 13.6.020 Engineering•Funiaii Dili 6)03 1:01:21 PM Pa.e 1 MOVEMENT OF WALL OR BAG. - JAN 1 7�Z003 ABLE HOME IMPROVEMENT For all your home improvement needs S Quality work at affordable prices ABLE Jim Cabral '7a 698 ABLE Mora "°e Jim Boardway 798-9412 rove improvements ImprowEments• ' Proposal submitted to: Robert E Roberts JR. Phone: Date: Street: Job Name: Job Phone: City,State,Zip code: Job Location: Date of Plans: We hereby submit spec!rcadons and estimates or: Proposed three car garage 241x36' ]) FOUNDATION The foundation will be a monolithicpour to include a 12"footing. Floor will be 4"thick with wire mess throughout. Footings to have two pieces of%"rebar. There will be two-,concrete blocks with cap block installed around perimeter of garage.A three foot wide apron will be poured along front of garage36'long. 2)Framing The sill plates to be pressure treated 2"x6"with sill seal beneath. Wall framing to be 2"x4"x8'16"on center with Yz"osb wall sheathing. Roof trusses to be a 5112 pitch with,a 1'over hang to be installed 24"on center.Roof sheeting is 518"adventech. 3)SIDING to be double 4"vinyl with aluminum fascia and vinyl soffit. 4) OVERHEAD DOORS Three 8'W'doors will be installed with electric door openers:One nine light36"entry door to be installed and one vinyl clad window to be installed 5)ROOF shingles to be Owens-Corning 25 year three tab with I S pound felt paper and one row of ice and-snow shield 6) Electrical install sub panel to garage install.garage lights and four wall outlets and two exterior outlets.Install three exterior lights (owner to provide light fixtures) AM work will meet or exceed local building codes and all construction will be inspected by the town building inspector. All electrical work to be inspected by underwriters laboratory and certificate of completion to be provided to owners . .. '': •1, _ +,. .. . • 1 1, . I , I', .. Page 1 of 1 71 11 m Apr6A/ 'r s €esign caec°onafrrod arcs xlarecF large S.-U- '_velarcic:s wirlr e.rrra Spice'fior sroraj�c or is ark a re a. Co.iring liciglu is 10'.J'rrr greater 3G � ►��ra•cariiirti�. -�j Evigincered for narmal wiirrl Iciads, -1 i; a x.MAW0 WALLS,svP. A, t_ DRT oO47a` LOCAMONs S.M .MOF,LE K.OA€AGE DOOM y44QN"Pa HT MAY dE IMCREASED TO 91 FLOOR PLAN . CC MMeTE SLA.8 FLOO. FiMMO&JOR CWTIONS i CROSS-SECTION WIQtFt; " �(e PLM No. Betim W Dt E :.: -...� - "''YYYY � FLOdDR AREA:alik sF : 8�ys� httn://www.behmdesign.com/garageplans/999-l.jpg 04/28/2004 "z I flP w� C g ILDI - O RE I IEWED BY _ _-�___--. ['Y -�'--�--fl- p BATE —� I B}UL I UEENSOURY TOWN OF-UEENSBURY-BUILD f�G DEPARTMENT Bas d on ou li 'ted_examinatio�, I com ianoe with our corrlments shall I not con strued_as_In'icating4e plan and specification are in full com fiance e_Buil ing-Codes S of N w York State. I I � 000 va r � a I I Sib D ��f rep Car '?Obf L-r t bQer7s. TR- � s )J r•��t " Rri � S' f _ , � �d W_Q. j S�c ANN� w - ` T _ ri_ t 14e dei u) 4 boo , f � t 7 00 KA x 2 7 i 7a� G�OccN.t� S�vow�o��i Ll pc l s,Folij�rwl )CefrAVJ emsV � tCe 0 Sri cl BU�;NoF 1 �oOQ •Qi,rf,QU�F "Do,49)ti 'doe TlA7c• i � 'A� l 4 --- r r s wills 1}N 1 Srb: ! 1 } rr ,! ,4tomod volt 'c �✓�sl�s Vitt 7o ovE.2�fa Doo R� L EGEA • FOUND IRON MARKER O SET IRON ROD WITH CAP 0 POINT _ __. XWER LINE STONE WALL )NLY COPIES FROM THE ORIGINAL OF THIS SURVEY HARKED WIT" AN ORIGINAL OF THE LAND SURVEYOR'S .MBOSSED tfAL OR INKED STAMP SHALL BE ZONSIDERED TO BE VALID TRUE COPIES. a� -:Q 11�rMinn--M-trhie rwnn is n l�wtfM►#i AVENUE _JN 830-52'-00" E 100.00. 0 O -- 4 4 1 b 1 m m e. r 22 0' Ganarete Floor Adl. d I Sty. Concrete 18.5' 2L4' Foundation septic Tank L-Dlstribution Box 1 (11 t Leach 1 � W I Field \ 4 1 � I � LOT 4 LOT 5 LOT 6 ' ' LANDS OF PATR/C/A ROGGE 3 ( 726-167 ) W ® 1.032 t A CRES ' o e r QD ti o 4 Z y :F 13 r 3 f S 85•-11=00" W 100.07' r LANDS OF N/AGARA MOHAWK POWER CORP. CERTIFICATION �e I her eb,,, certify to Robert E. Roberts, Jr., Cir,d; A. Roberts. Hartford Fundina. Ltd., its =_ucce=_=_or and/or ass.iyns and First American T i t l e I nsurance Company of Ne4,,1 York. that th i s map has been prepared in accordance with the existing code of practice for Land Surveyors adopted try the New York State Assoc. of Professional Land Surveyors. r9AP REFERENCES: 1 Mat: of lands of Richard &, Pa tr i c i a. Royoe . Tooln of Queen bur::, Dated December 2? 1943. Last Re iced Au Gust 24, PP89 b�'IJ.J. Rourke As=_.ociates L.L.S. L. I,Jarren Count,, Town of Queen=.bur'. Ta.x Mao rJo, �',•;; L i ber 12.6 pace 165 MAP OF SURVEY of lands to be conveyed to 'IND Y A. & ROBER T Ee ROBERTS JRe TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK SCALE: I" = 40' FEB. 7, 1994 pF NEw UPDATED: FEBRUARY 16, 1994 - to show foundation location t eQ, W. ✓. ROURKE,, ASSOCIATES Licensed Lond Surveyors