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2005-628 I � TOWN OF QUEENSBURY ° � .5 a� (D Q > > o 742 Bay Road Queensbury,NY 12804-5902 (518)761-8201 - � � O Q p N Q+` N .r- Q Comm4:: tunity Development - Building & Codes (518) 761-8256 N o m Q o ° � Q aim p j D C � U CE "TiLR Y IFICATE OF OCCUPANC O oU o b -0 IC U U C ,O U Q .5 Permit Number: P20050628 Date Issued: Thursday, January 05, 2006 Ira U m o 0 076 O O C o This is to certify that work requested to be done as shown by Permit Number P20050628 ''� °°' 0 �' ° �° o ° u has been completed. 0 -0 U o o o 4 Q 0 o c C Tax Ma Number: U -b 0 0 0 0 p 523400-290-006-0001-022-000-0000 ° 4) o o C a Q .- U O O .�2 a N a) Location: 17 STONEHURST Dr E u � o Owner: STEVEN ROSEN 3 0) °' m °U' ° N � .�= � - a � N .g3 C c �3 Applicant: °' * o -C ° STEVEN ROSEN 3 N N This structure may be occupied as a: o 0 a� } 24 c Q3 >, o o Garage - 2 Cars Attached By Order of Town Board 6 a - E Residential Addition TOWN OF QUEENSBURY o 0 0 � a� N — )4; Issuance of this Certificate of Occupancy DOES NOT relieve the �v( 0 ° °' o _Q) a property owner of the responsibility for compliance with Site Plan, Y -0 a � C C N C_ _O O 3 Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement a 3 .N N L �° C) O' N Planning Board or Zoning Board of Appeals. —= N -0 Q•o o Nam ` ° �.� _ o o o 4Ci o QU Q •U 0 t� Q 0 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050628 Application Number: A20050628 Tax Map No: 523400-290-006-0001-022-000-0000 Permission is hereby granted to: STEVEN ROSEN For property located at: 17 STONEHURST Dr 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: STEVEN ROSEN MARJORIE CAPROOD Garage-2 Cars Attached $35,000.00 17 STONEHURST Dr Residential Addition QUEENSBURY, NY 12804 Total Value $35,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-628 576 SQ FT 2-CAR ATTACHED GARAGE AND 192 SQ FT BREEZEWAY $76.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 31, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T ury Quee • nesday, August 31, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder 5 ✓-c Wo S C n Owner: ✓tea Address: 17 st gga = j L4v,--rt- A/ Address: c9wcen-s ,, / ay Home Phone: 7 Home Phone: Email Address: r'0s-c1,)J,a 0 oa`ic.1.74,1 - n I_ t_' Email Address: Cell Phone: S%5- 797 '7J1V Cell Phone: FAX Phone: FAX Phone: Person responsible for sou-pervision of work with respect to building and codes compliance: Name: Address: _tyv t r7 ye 6o 4 lz Z. h c, 11 X Phone I Location of proposed construction: Lot No. 4m; Legal Address: Tax Map Number: Z?o,, 6--I-zz Subdivision Name: Estimated Cost of Construction: Proposed construction is for: Y Residential Use _.Commercial Use AUG 0 9 Nth Name of Business: If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction V Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq.Ft. Square feet Height Ft.8,in. Sin ale-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturin Ott Attached Gara a 2, 3 Type of Heating System: Electric, Oil Gas, Wood, =ForcedHotBaseboard, Cher: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes Y_No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes, the Zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of al ew construction. Date: �� Applicant/Builder Signature: The application of dated is hereby approved and permission granted for th co truction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: n Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 ow Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: ~ Q am/pm Date Inspection request received: _ _ Inspector's Initials: 0 5— NAME: PERMIT J LOCATION: DATE: TYPE OF TIR Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches cx� Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet ` 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches NI ff 2-e � Bathroom/Kitchen watertight 1 Safety glazing/Window in stairwells safety glazing � `'�' Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ✓`� Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents Bathroom Fans,if no window (, �.•�� Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet 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/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm De art: am/pm Date Inspection request received: Inspector's Initials: NAME: <,W2y� PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inchesf<^' Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet �� �L �- 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet 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/Heat Tra /Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification aired Okay to issue C/C if C7 O Tempor /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INCo Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N 2 93661 cut-in g4rd No.......................... ,7-a,6 eZ - (f,0,41 )h' Owner.........../t.......................................................... Location....!..? ............................................................................................................lT ......... Installation Consisting of....�.-Rvz..!RVZAII-C�e'X ............................� I-A...?:ZA2V............................................................................................................... .................................................................................................................................................................................. InstalledBy....... .......................................................Lic.No................................................. ..... ................... The conditions following governed the issuance of this certificate,and any certificate previously issued i cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon thi introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilegef makin 'i)spections at any time, and if it rules are violated,the Company shall have the rightto e this ertlificat ............. ............. INSPECTOR....M............................................................................ 1 � Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: �- Queersbury Building&Code Enforcement Arrive: am/pm Depa m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 0AX) 1 NAME: /�-� PERMTT#: <J ' LOCATION: _ INSPECT ON: - 3 TYPE OF STRUCTURE: Comments 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 Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab�^ PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway Bu0ding.Codes.InspectionTORMSToundation Inspection Report-doe January 28.2003 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspe on re uest received: Queensbury Building & Code Enforcement Arrive: am/p ` DDe�rart: a /P►n 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: cam. NAME: PERMIT #: 0_.� LOCATION: INSPECT ON: 1e-q - - 5 TYPE OF STRUCTURE: RoughPI Y N N/� Al Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping GVA kt�p z Air t Head P.S.I for 15 minutes C&'I& IA&" Insulation Residential Check Commercial Check Proper yegAic Vent Duct/ Hot Water Piping Insulation If required unheated s . ces Combustion Air Supply,,Supply,,§E Furnace , q/�T;�' Duct work sealed property / No duct tape -�-/4—l?1-0/0 COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspec ion request received: Queensbury Building & Code Enforcement Arrive: ; l'� am/p�part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials: j f NAME: Rff'6'o PERMIT #: G ' LOCATION: wc�- VR-S INSPECT ON: o TYPE OF STRUCTURE: _ ����� - Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping it/ Head 50 P.S.I for 15 minutes 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 / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report f Office No. (518) 761-8256 Date Inspection request received: > Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm , 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:Ey ,f J � t NAME: �� � ` PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y IN N/A COMMENTS aming Attic Access 22"x 30"minimum p _ 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 % 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 water 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: j Queensbury Building&Code Enforcement Arrive: am/p a am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �O yGN _ PERMIT#: O� LOCATION: U INSPECT ON: L') 6 TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum 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 1/z w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses �Yichor Bolts 6 ft. or less on center Ice and water 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 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: = NAME: PERMIT#: Q C LOCATION: INSPECT ON: - — TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum 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 % w 16 gau a(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anc or Bolts 6 ft. or less on center ce and water 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 %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 Foundation Inspection Report Z�iV Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: anvpm epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ PERMIT#: LOCATION: _ _ INTSPECT ON: - 4 ,. TYPE OF STRUCTURE: Comments ----------- Y N N/A Footings — --�_ Piers Monolithic Stab Reinforcement in Place The contractor is responsible for providi g protection from freezing for 48 ours following the placement of t concrete. a erials for this purpose on site. dation/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 oly for wet areas under slab fill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection,FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvIp F6___0epart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: PERMIT#: �—� LOCATION: TYPE.OF STRUCTURE: ` Comments Y N/A F mgs `----------------- — 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 Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHcmingway\Building.Codes-Inspection.FORMs\Foundation Inspection Report.doc January'A.2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp Depart: �m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:6�� NAME: / \© ��` PERMIT#: o ' , �� LOCATION: �P,,,-- INSPECT ON: -_— �j 0-5— TYPE OF STRUCTURE: Comments ----�- --_—_ Y N N/A Footings �] Piers Monolithic Slab Reinforcement in Place —� The contractor is responsible for providing protection from freezing r 48 hours following the placement of the concrete. Materials for this pur ose 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. L:1SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Job:L7550 Mark: R1 Quantity: 9 Type: 4.2 Span: 120000 P1-H1: 3 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 U# J#L�550 ROSIN C-W PAUL WARRENSBURG BRANCH .POINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER LATERAL BRACING: MAXIMUM REACTIONS: Common Truss NOTES: JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.34 2x 4 SPF-#2 TOP CHORD - CONTINUOUS JT REACT ACT NID REQ MID + 4 Wind Load Cases 1. TRUSSES 19" TVRED BY - A -6- 0- 0 F 2- 7- 3 JT PLATE :IZE X Y TM 0.76 2x 4 SPY-#2 BTM CHORD - CONTINUOUS LEE IN-SX IN-SX + 2 Unbal. Load Cases SA TOGA L. A TIUDER9 / E -2- 7- 3 C 6- 0- 0 A 3.00x 6.0E 8.72 2.93 WBS 0.15 2x 4 SPF-#2 A 1208 5- 8 1-14 2. EMPIRICAL G IS USED. B 0 D 0 B 4.00x 4.00 CNTA 2.20 he = -29 3. WIND LOADS - ANSI/ASCE 7-98 C 3.00x 6.00 8.72 2.93 REPETITIVE MEMBER INCREASES: C 1196 5- a 1-14 TRUSS IS DESIGNED AS A FB 15.01 FT 0.0% FC 0.01 MAIN WIND-FORCE RES SYSTEM UPLIFT FOUND AT BEARINGS FOR EXTERIOR ZONE JACATION ERG UPLIFT BAG UPLIFT WIND SPEED 90 H LB S LBS MEAN ROOF HEIGHT - 25' A 124 C 123 1fl,,/' OCCUPANCYEXPOSURE �TCTORY- 1.00 DL+L.L DEFL= 0.13" IN E-B J�r1 ENCLOSED zyILDING. LL DEFL=0.09" <BRG-SPAN/360 ©/" TC DEAD LOAD 6.0 PSF SPAN/DEFL (DL+LL) 999 BC DEAD LOAD 6.0 PSP 4. ROOF SNOW LOAD PER ASCE 7-98 �e GROUND SNOW LOAD = 70.0 PSF RAIN LOAD NOT REQ'D r S IMPORTANCE FACTOR: 1.00 THERMAL.FACTOR: . 0 0 S 1 V EXPOSURE FACTOR: .90 / (BAL,UNBAL LD FAC=0.63,1.67) C` 5. UNBALANCED LAIRDS CHECKED W C� (UNBLN LD FAC - 1.67, 0.00). HD 4-4 4x4= HO 4-4 "C �Z.S Z Hill 10 3� B HH 10 2x4= 2x4= E F 2-0-10 TC TC 1-10-4 3x6= 3x6= A in C D B1 Truss Design Engineer:Thomas A.Alban 4x9= License#:077357-1 Address:P.O.Box 280055,Tampa,FL 33682 N r W:508 W:508 A. BTCC 1-0-0 6-0-0 - 12-0-0 1-0-0 8 t 0 +4 a ALL PLATES ARE IACK20 MM a� 7I A *�+ REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL Date Sealed:10/12/2005 PO Box 280055 NOTES AND SYMBOLS SHEET FOR Scale: 1/2"=1' Tampa, FL 33682 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluse APPROX. TRUSS WEIGHT: 63.3 I= ROBBINS LACK corrector plates(20 ga.galv,steel-ASTM A653 SS Grade 40)shag be Robbins Eng Co.bears no mspomiblity for the erection of trusses,field bracing or applied on both faces of truss at e=hjoint Center the plates un iess shown otherwise by permanent truss bracing.Refer to HB-91 as published by the Truss Plate Institute,583 Loadcase #1 Designer: LUCAS AHL circles(0)or dimensions.Unless o0erwhse indicated by a"v",all slots in plates nm D'Onofiio Drive,Suite 200,Madison Wisconsin 53719.Persons erecting musses are TC Live 44.1 psf Checker: NONE ASSIGNED parallel with the chords or Mrimrtagy at the peak and/or heel.No loose knots or wares cautioned to seek professional advice concerning proper erection bmcing to prevent in plate contact area.Splice only where shown Overall spans assume 4"bearings at each toppling and"domdnoing".Care should be taken to prevent damage dun%fabrication TC Dead 10 psf Reviewer end,unless idicated otherwise.Cutting and fabrication shag be performed on equipment storage,shipping and erection Top and bottom chords shall be adequately braced in the BC Live 10 pSf Designed: which produces stag fitting joints and plates.This design wm pmpamd in accordance absence of drafting or rigid ceiling,respectively.Itis the respombdity of others to BC Dead 10 psf Rev No: with"National Design Specifications for Stress-Grade Lumber and its Fastenings" ascertain that the design loads utilimd on this drawing most or a=md the actual dead (AFPA),"Design Specifications for Light Metal Plate Connected Wood Trusses"(TPO, bads imposed by the structure and the live loads imposed by the local building code or Total 74.1 psf Rev Date: and HUD Design Criteria for Trussed Rafters. historical climate records. Lumber SI 1.15 Run Date: 10/12/05 Plate SI 1.15 Version: 18.0.014 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILATY OF THE BUILDING DESIGNER AND TRUSS FAB,TO REVIEW THIS DRAWING,&& VERIFY THAT DATA INCLUDING DIM&&LOADS CONFORM TO ARCM PLAN/SPECS&&FAB.TRUSS LAYOUTS. Robbins Engineering,InclOnline Plus-0 1996-2005 Version 18.0.014 Engineering Review Drawing 10/1N2005 11:42:36 AM Page 1 Tn 51 n 1 W b7ob:L7550 Mark: R2 Quantity: 11 Type: ATI2 Span: 240000 P1-141: 8 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 U# J#L.L550 ROSIN C-W PAUL WARRENSBURG BRANCH JOINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER LATERAL BRACING MAXIMUM REACTIONS: Common Truss NOTES: JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.99 2x 6 SP-SS O.C. FROM TO JT REACT ACT WID REQ NID Loadcaae #1 Trusses Manufactured by: A -12- 0- 0 G 12- 0- 0 JT PLATE H SIZE X Y BIM 0.69 2x 8 SP-SS TC Cont. 0 24- 0- 0 LBS IN-SX IN-SX Total Design Loads SARATOGA LUMBER TADERS L -8-10- 5 M 8-10- 5 B 3.00x 4.D0 CNTR 0.31 WBS 0.44 2x 4 SPF-#2 BC Cont. 0 24- 0- 0 A 2524 5- 8 3- 0 Uniform Loads (plf) Analysis Conforms To B -6- 1-12 S2 8- 0- 0 D 6.00X 6.00 CNTR -1,69 hz = -305 TC 100.1@ A to 100.1@ B ANSI/TPI 95 6 02 C -2- 5- 1 H 6- 1-12 F 3.00. 4.00 CNTR 0.31 TC Fb=1.15 Fc=1.10 Ft=1.30 G 2524 5- B 3- 0 TC 114.1@ B to 114.1@ C OH Loading D 0 I -6- 1-12 H 4.00x 9.00 CNTR -0.60 BC Fb=1.10 Fc=1.10 Ft=1.30 hz = 305 TC 100.1@ C to 100.1@ D Soffit psf 2.0 E 2- 5- 1 S1 -8- 0- 0 I 4.00x 9.00 CNTR-0.60 TC 300.1@ D to 300.1@ E Provide-action to bearing F 6- 1-12 K -8-30- 5 UPLIFT FOUND AT BEARINGS TC 114.1@ E to 114.1@ F for 305 Lb, Horiz Reaction N 8-10- 5 BRG UPLIFT BRG UPLIFT TC 1U0.l@ F to 100.1@ G Prevent trues rotation at all LBS Las BC 40@ A to 40@ I bearing locations. A 47 G 47 BC 100@ I to 1000 H Nind Loads -ANSI / ASCE 7-9B BC 40@ H to 40@ G Truss is designed as a Main LL Defl -0.53" Member in I -H L/523 Loads (plf) Wind-Force Resistance System. TL Defl -0.83" in I -H L/332 WB 140 C to 14@ E Wind Speed: 90 mph Shear // Grain in B -C 0.94 WB 14S@ B to 14S@ I Mean Roof Height: 25-0 WB 14S@ F to 14S@ H Exposure Category: C + 4 Wind Load Cases Occupancy Factor : 1.00 + 2 Unbal. Load Cases Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf SC Dead Load 6.0 psf Roof Snow Load per ASCE 7-98 Ground Snow Load= 70.0 psf Lead •r HO 9-4. T- 6X6-..._.... Amin Importance Factor�0-19G HH 2-10 R D HH 2-10 Thermal Factor 1.0 Exposure Factor 0.9 Balanced Load Factor 0.6 3X6- 3X6- Unbalanced Load Factor 1.7 Unbalanced Loads Checked C E Load Factors = 1.67 and 0.00 Max comp. force 3193 Lbs Quality Control Factor 1.25 8 3x4 11 3x4 11 9-2-10 TC B F TC 8-9-4 3x6� o 3x6Q L w N n o 4x6- O1 Truss Design Engineer:Thomas A.Albani 4x6= License#:077357-1 A G Address:P.O.Box 280055,Tampa,FL 33682 C NE BCL K I B1M H M BCLY A. o 2X411SI 4x911 4x911 S2 2x411 0 gw:soe sxs- sxs- w:508g TC `� 12-0-0 24-0-0 I BC 4- - 24-0-0 ALL PLATES ARE LOCK20 (-(S Q��1 REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBIN$ ENG. GENERAL Date Sealed:10/12/2005 PO Box 280055 NOTES AND SYMBOLS SHEET FOR Scale: 1/4 Tampa, FL 33682 ADDITIONAL SPECIFICATIONS, Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 222.0 LBS ROBBINS LACK connector plates(20 ga.galy.steel-ASTM A653 SS Gmde 40)shall be Robbins Eng Co.bears no msponsiblity for the erection of pusses,field bracing or applied on both faces of puss at eachjoiN_Center the plates unless shown oflic-se by penranem puss bracing.Refer to NID-91 as published by the Truss Plate Imamate,583 Loadease #1 Designer: LUCAS AHL circles(o)or dimensions Unless otherwise indicated by a"v",all slots in plates non D'Onofrio Drive,Suite 200,Madison,Wisconsin 53719.Persons erectigg pusses are TC Live 40 psf Checker: NONE ASSIGNED parallel with the chords or Liam ally m the peak and/or leel.No loose knots or warns cautioned to seek professional advice concerting proper erection bating to prevern to plate COMM area.Splice only where shown Overall spars assume 4"bearings at each toppling and"donnroing".Care should be taken to TC Dead 10 psf Reviewer: end,unless indicated otlenvise.Cutting and fabrication shell be performed on mern stow slti prevent damage during fabrication, which produces sno fi oinis and plates.This design storage,shipping and erection Top and bottom ly.tds shall be adequately bated to the BC Live 10 psf Designed: P g Nina) p gL Lumber prepared in accordance absence of sheathing or rigid co0i�respectively.h E the responsibility a others to BC Dead 10 psf Rev No wiN"National Design Specifications for Stress-Gade 4unber and its Fazteroirogs" azcenain that the design loads unlined on this dewing meet or exceed the actual dead (AFPA),"Design Specifications for Lighe Metal Plate Connected Wood Trusses"(TPI), loads unposed by the structure and the five loads unposed by the local building code or Total 70 pSf Rev Date; andHUD Design Criteria for Trussed Rafters. historical climate records. Litinber SI 1.00 Run Date: 10/12/05 Plate SI 1.00 Version: 18.0.014 FURNISH If IS THE RESPONSIBILITY OF THE BU D1N THIS LNER AND�U ERECTION TO RECVIEW THIS DRAWING,&& Spacing 24.0 in. Drawing: VERIFY THAT DATA INCLUDING DM&&LOADS CONFORM TO ARCH.PLAN/SPECS&&FAH.TRUSS LAYOUTS. Robbins Engineering,IMJOrt#ne Plus"O 1996-2005 Version 18.0.014 Engineering Review Drawing 10/12r2005 11:42:35 AM Page 1 TO 510 164 J Job:1,7550 Mark: R3 Quantity: 2 Type: TR Span: 240000 PI-HI: 8 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 U# J#L7550 ROSIN C-W PAUL WARRENSBURG BRANCH JOINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER LATERAL BRACING: MAXIMUM REACTIONS: Common Truss NOTES: JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.D3 2x 6 SP-SS TOP CHORD - CONTINUOUS JT REACT ACT WID REQ WID + 4 Wind Load Cases 1. TRUSSES MANUFACTURED HY A -12- 0- 0 X 10- 0- 0 JT PLATE SIZE X Y BTM 0.02 2x 8 SP-SS BTM CHORD - CONTINUOUS LES IN-SX IN-SX + 2 Uribal. Load Cases SALiATOGA COMBER TRADERS D -30- 0- 0 V 8- 0- 0 A 4.00x 4A0 5.46 4.31 WES 0.28 2. 4 SPF42 CONTINUOUS LATERAL BRACING 341 N/A N/A 2. EMPIRICAL ANALOG IS USED. F -8- 0- 0 S2 8- 0- 0 C 4.00x 4.00 5.46 4.31 ATTACHED WITH (2) Lod NAILS 'CONTINUOUS BETWEEN A -C 3. WIND LOADS -ANSI/ASCE 7-98 H -6- 0- 0 T 6- O- 0 X 2.00x 5.00 3.00 1.00 REPETITIVE MEMBER INCREASES: EACH MEMBER WHERE INDICATED TRUSS IS DESIGNED AS A J -4- 0- 0 R 4- 0- 0 V 7.00x 8.00 CNTR 5.50 FB 15.0% FT 0.0% FC 0.0% BY®. UPLIFT FOUND AT BEARINGS MAIN WIND-FORCE RES SYSTEM L -2- 0- 0 P 2- 0- 0 T 2.00x 5.00 3.00 1.00 ERG UPLIFT ERG UPLIFT FOR EXTERIOR ZONE LOCATION B 0 N 0 R 2.00x 5.00 3.00 1.00 LES LBS WIND SPEED - 90 MPH O 2- 0- 0 M -2- 0- 0 P 2.00x 5.00 3.00 1.00 A-C 40 MEAN ROOF HEIGHT - 25' Q 4- 0- 0 A -4- 0- 0 N 2.00x 5.00 3.00 1.00 EXPOSURE CATEGORY - C S 6- 0- 0 I -6- 0- 0 M 2.00x 5.00 3.00 1.00 DL+LL DEFL= 0.00" IN J-L OCCUPANCY FACTOR- 1.00 U 8- 0- 0 SS -a- 0- 0 K 2.00x 5.00 3.00 1.00 LL DEFL<BRG-SPAN/360 ENCLOSED BUILDING. W 10- 0- 0 G -8- 0-0 I 2.00x 5.00 3,00 1.00 SPAN/DEFL (DL+LL) = 999 TC DEAD LOAD= 6.0 PSF C 12- 0- 0 E -10- 0-0 G 7.00x 8.00 CNTR 5.50 BC DEAD LOAD= 6.0 PSF E 2.00x 5.00 3.00 1.00 forebracineneradl detail 3 senses 4. ROOF SNOW LOAD PER ASCE 7-98 g an p i g' GROUND SNOW LOAD = 70.0 PSF RAIN LOAD NOT REQ'D IMPORTANCE FACTOR: 1.00 THERMAL FACTOR: 1.00 EXPOSURE FACTOR: 0.90 (EAL,UNBAL LD FAC=0.57,1.67) 4x611 S. UNBALANCE n LOADS CHECKED HO 9-4 HO 9-4 (UNELN LD FAC= 1.67, 0.00), HH 2-10 -B _ _HH 2-10 6. ANCHOR TRUSS FOR A TOTAL ..,.. ._ _.. ..,.z -:."LSRIZONTAZ 16AD OF`J$S-LES. 2x511 2x511 - L O 2x5 I I 2x5 11 J Q 8 F -2x5[I 2x5II H S 9-2-10 8-9-4 2x511TC S S TC 2x511 FGS5 U 2x5)I CS3 S 2x511 D GSi W 4x4= G 4x4- A S C Truss Design Engineer:Thomas A.Albani License#:077357-1 Address:P.O.Box 280055,Tampa,FL 33682 E BCL GSPL I K M N BIM P R T VSPL X BCL WE 2x511 7x8= 2x511 2x511 2x511 2x511 2x511 2x511 2x511 7x8= 2x511 Ll 0 0 0 0 TC 12-0-0 24-0-0 ■ n n i + ALL PLATES ARE LOCK20 (� REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL Date Sealed:10/12/2005 PO Box 280055 NOTES AND SYMBOLS SHEET FOR Tatipa, FL 33682 AD➢ITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plum' APPROX. TRUSS WEIGHT: 265.4 LES Scale: 1/4"=1' ROBBINS LOCK connector plates(20 ga.galy.steel-ASTM A653 SS Grade 40)shall be Robbins Erg.Co.bears no responsiblity for the erection of trusses,field bracing or applied on both faces of tress at each joint Center the plates unless shown otbemise by permarem toss bracing.Refer to HID-91 as published by the Truss Plate Institute,583 Loadease #1 Designer: LUCAS AHL circles(o)or dimensions.Unless otben rise indicated by a"V%all slots in plates run D'Owfrio Drive,Suite 200,Madison,Wisconsin 53719.Persons erecting muses are TC Live 40 psf Checker: NONE ASSIGNED parAel%ith the chords or horizontally at the peak and/or Mel.No loose knots or Wanes cautioned to seek professioral advice concerning proper erection bracing to prevent in plate contact area Splice only where shows Overall spans assure 4"bearings at each toppling and"domirroing".Care should be taken to prevent damage during fabrication, TC Dead 10 psf Reviewer: end,unless indicated otbenvise.Coming and fabrcation shall be perfomod on equipment storage,slipping and erection Top and bottom chords shall be adequately braced in the BC Live 10 psf Designed: which produces sing fittirg joins and plates.This design was prepared in accordance absence of sheathing or rigid ceiling respectively.It is the responsibility of others to BC Dead 10 psf Rev No: with"Natioml Design Specifications for Suess-Grade L Tiber and its Fasteriuigc" uceram that the design bads utitiad on this drawing meet or exceed the actual dead (AFPA),"Design Specifications for light Metal Plate Connected Wood Trusses"(TPI), loads unposed by the structure and the live loads imposed by the local building code or Total 70 psf Rev Date: aid HUD Design Criteria for Tnissed Rafters. historical climate records. Lumber SI 1.15 Run Date: 10/12/05 Plate SI 1.15 Version: 18.0,014 FURNISH A COPY OF TIRS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: IT IS THE RESPONSIBUM OF THE BUILDING DESIGNER AND TRUSS FAB.TO REVIEW THIS DRAWING,&& VERIFY THAT DATA INCLUDING DIM&&LOADS CONFORM TO ARCH PLAN/SPECS&&FAB,TRUSS LAYOUTS. Robbins Engirieering,InclOnfine Plus^"a i g96-2005 Version 18.0.014 Engineering Review Drawing 10/12/2005 11:42:35 AM Pagel TO 5101047 ROBBINS ENG . GENERAL NOTES SYMBOLS PLATE LOCATION PLATE SIZE LATERAL BRACING -­i 1— 108 Cmiicr plaits on joinis unle;.� 6 x 8 1-h1-,first diflu-tilsion f�IN- MML)nales the localikm lbr otherwise now*i in plate list width nicasur-edl perpLMicu- ctmtinuous lateral bracin-g tt'1.9) Oirown-;Oas I af to I,is. 'I be wkxvid l`Lr s -s'are gjwli it)in_cluNtix.1 1 2" dimet)-sion is the Icnigth r n e ,,upp,,cj 0,1,1 it lif i(n�ti Hvi-()a(lijul stint xis or L5-)or IN-I mhs(Le, meiiqurtd parallel to sloth:. proparly anchored or restained to MY pr"en t siniullatwoos Imckling of adjacent tru,+,,nictithem, PLATE ORIENTATION DIMENSIONS BEARING Sho%11 nexi to platzsive. 6-W-08 All dimensions are 6omn in When truss is designed to imlicakes direction of slots 1:1'-IN-S X(i.e.6'8 1`'"or 6- bear own multiple supports_ in"innevior plate- 08-03). Dimensions It, interior bearim,locations 3X 511 ilmn LW fom are rho in .hL)u ld he marred on the I I I VSX otilk i Le,708) truss, tntetior stipport (of EctilpotulN slu�llv niust he ill place heim iomciing this truss, 41im hcarin4s to assure'-,,olid citintact with tntss. ROBBINS connector plates shall be applied on both Robbins Eng-Co. bears no responsibility for the erection faces of truss at each joint Center the plates, unless of trusses, field bracing or permanent truss bracing. indicated otherwise. No loose knots orwane in plate Refer to SCSI 1-03 as published by the Truss Plate contact area. Splice only where shown. Overall spans Institute, 218 North Lee Street,Suite 312,Alexandria, assume 4'bearings at each end, unless indicated Virginia 22314- Persons erecting trusses are cautioned otherwise. Cutting and fabrication shall be performed to seek professional advice concerning proper erection on equipment which produces snug-fitting joints and bracing to prevent toppling and"dominoing". Care plates. Unless otherwise noted, moisture content of should be taken to prevent damage during fabrication, lumber shall not exceed 19% at time of fabrication and storage,shipping and erection, Top and bottom chords these designs are not applicable for use with fire shall be adequately braced in the absence of sheathing retardant lumber and some preservative treatments, or rigid ceiling,Tespectively. It is the responsibility of Nails specified on truss design drawings refer to com- others to ascertain that the design loads utilized on these mon wire nails, except as noted. These designs were drawings meet or exceed the actual dead loads imposed prepared in accordance with "National Design Specifi- by the structure and the live toads imposed by the local cations for Wood Construction(AF& PA), ' National Wilding code or historical climatic records, Design Standard for Metal Plate Connected Wood Truss Construction" (TPI), and HUD Design Criteria for Trussed Rafters, FURNISH A COPY OF THESE DESIGNS TO ERECTION CONTRACTOR, IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE TRUSS DESIGN DRAWINGS&VERIFY THAT DATA INCLUDING DIM.&LOADS CONFORM TO ARCH PLANISPECS&FAB.TRUSS PLACEMENT DIAGRAM. Corporate Headquarters 6904 Parke East Blvd Tampa,FL 33610-4115 813-972-11135 Fax.813-971-6117 �Y • 'V w PI jat ~' = ` \A 41 L , yam,: { v • ,� � � 1 All r` r j• , .. RY 4F RACE 4ENfi8tj v i $t�4 COIX DEPT. k} OWN F QU ENSEURY Y �,' t e DEC 1 1990 . 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