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2008-313 tit" TOWN OF QUE E NSB URY 431 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080313 Date Issued: Friday, May 22, 2009 This is to certify that work requested to be done as shown by Permit Number P2p04il3 1 has been completed. Location: 497 SHERMAN Ave Tax Map Number: 523400-308-008-0002-012-000-0000 Owner: SHARLENE MOREHOUSE Applicant: SHARLENE MOREHOUSE This structure may be occupied as a: Residential Addition By Order of Town Board • TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, ` ' 'i Variance, or other issues and conditions as a result of approvals by the Director of Building&Co.e Enforcement Planning Board or Zoning Board of Appeals. AO` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 VriS Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080313 Application Number. A20080313 Tax Map No: 523400-308-008-0002-012-000-0000 Permission is hereby granted to: SHARLENE MOREHOUSE For property located at: 497 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: SHARLENE MOREHOUSE 497 SHERMAN Ave Residential Addition $6,000.00 QUEENSBURY,NY 12804-0000 Total Value $6,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2008-313 456 sq ft residential addition(bedroom &open floor space) $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 23, 2009 (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 own of eerlsbury;A Tuesday, September 23,2008 for the Town of Queensbury. SIGNED BY / Qu ury. Director of Building&Code Enforcement OFFICE USE ONLY TAX MAP NO. PERMIT NO. of3 " ' ii7si88 FEES: PERMIT RECREATION ENGINEERING , , € (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: U,^��C�� C� OWNER: ��r �� ��`��� � ADDRESS: r� ADDRESS: `�7.91 fir ' c-- _ PHONE NOS. PHONE NOS. k - 39 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: t 7 L____ :{c1°rq---e3L-e cr4-C__ , - SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0rx cc 0 o I- PROJECT 0 0 • co O u) u_ W o � "- LI w ¢ a = = U f . .� VI a 1- a5Z < -J N Ou U- Eli_ / SIN ‘ GLE FAMILY x ) TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NME OF BUSINESS: ESTIMATED CONSTRUCTION COST. WO FUEL TYPE: 7 HEAT TYPE: *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: 'G(' 1/eir'/ (- 4--- { OdyC *Please complete a separate Appjcation for"Fuel Burning-Appliances&Chimneys' available in our office C , ___ _,_ B 3-LGL I I-05 a . Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Gi da,cuin 1)- ',lRk,'1, 'Q„ Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE J QUESTIONS? CALL 761-8256 OR EMAIL codesftqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.aueerV nsbu net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay Road, ueensbun Q ,/, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive:, . am/pm n epart: am/pm Date Inspection request received: Inspector's Initials: NAME: l /'[L e016;1• Q ( 7%�7' Oa PERMIT#: LOCATION: tj��L �N l�� , DATE: 5 �M O q TYPE OF STRUCTURE: r Comments Ye 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 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 ( _ 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 sq. ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq. 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'/a"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/3/.hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or GlasIO Enclosure Final Electrical l 0 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/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL ;rmit No..�/''w ,)� ...Cert. N2 1116 0 Cut-in Card No. wner ,3. /71!'/li ,A4-14t-$ y xation...z...q 7 a�/ �` l'- $/'{'�� LEI� rz- z_6 / stallation Consisting of 6 /9�1J /A `- -- ,! u 5 stalled By n 1 L" Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ncelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the troduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin ' spections at any time, and if its les are violated,the Company shall have the right to ev th. ificate ate 2,1 7 43 INSPECTOR Member N.F.P.A.,1.A.E.I. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection "quest received: Queensbury Building & Code Enforcement Arrive: _am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: c-C.--' NAME: lk{hI?6i(O1) & PERMIT #: Of� 3 / LOCATION: iiz�2tk4 INSPECT ON: / APTC. TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ nts i ace 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test (Ai A/c L 7 I r ,q Drain / Vent . Air / Head Ckl L Co R oci 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping iti it/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check _Nlif , Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces mbustion Air Supply for Furnace A6 uct work sealed properly / No duct tape We‘- 77V LZ COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins njequest received: Queensbury Building &Code Enforcement Arrive: l`, I Sam/ q..., part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect° s Initials: NAME: ( 14G .4)S 6 PERMIT#: 10e. e LOCATION: �Ie'9N4-s4l : _ INSPECT /� �'�� ON: O �, r TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing 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 Exterior Deck Bracing 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 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%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 I below grade 5.0 sf grade L:1Building&Codes Forms-OLDYBuilding&Codes\nspedion FofmslFraming Firestopping Inspedion Repo tdoc Revised January 7,2008 rail F QUEENSBURY ApAF42 Bay Road, Queen briry, ,VY. 12604-5902 June 27, 2008 William &Sharlene Morehouse 497 Sherman Avenue Queensbury, NY 12804 Re: 497 Sherman Ave. Proposed Residential Addition Building Permit No: 2008-313 Tax Map Parcel: 308.8-2-12 Dear Mr. & Mrs. Morehouse: I am writing you with regards to the above-referenced proposal in order to document our conversations of last week regarding the same. As discussed, your project will require an Area Variance from our Zoning Board of Appeals prior to beginning any work. Specifically, as I understand your proposal, you are seeking approval to expand your non-conforming structure with the construction of a 456 square foot second story addition. Based on the plot plan submitted with your building permit application, your proposed addition does not meet the minimum setback requirements of the Suburban Residential, (SR-1 A) zone. I have reviewed your draft Area Variance application and find the same to be incomplete. As such, your application can not be reviewed by the Zoning Board at this time. Please note the July 15, 2008 submittal deadline if you wish to have your project considered for placement on the August 2008 agendas. Should you have any questions or comments regarding your application, please do not hesitate to contact this office. Si erely, 1r0 aig Brown Zoning Administrator CB/sh L:\Craig Brown\2008 letters\Denial Morehouse 6_27_08.doc ' Home of Natural ' ' a u t , 4 Good Pia . to L i u' e r. OS - I 1ti. � 1 r .. t (..V - .IA?<4.- fit._\C CIA U . c S S “\..e c__. i \ �.. V -` i - .:! . "i......_ c t'"li L3 a.ty ......... J y_ _. t '. \Cilt x ..._- rrff r"k i J t y.__.. � : cc i • OS-257 3/96 itiak lir- IF1,4 ATO ' FSBURY 42 Bay Road, Quaeeti�rfrr r .} 12804-.5902 June 27, 2008 William &Sharlene Morehouse 497 Sherman Avenue Queensbury, NY 12804 Re: 497 Sherman Ave. Proposed Residential Addition Building Permit No: 2008-313 Tax Map Parcel: 308.8-2-12 Dear Mr. & Mrs. Morehouse: I am writing you with regards to the above-referenced proposal in order to document our conversations of last week regarding the same. As discussed, your project will require an Area Variance from our Zoning Board of Appeals prior to beginning any work. Specifically, as I understand your proposal, you are seeking approval to expand your non-conforming structure with the construction of a 456 square foot second story addition. Based on the plot plan submitted with your building permit application, your proposed addition does not meet the minimum setback requirements of the Suburban Residential, (SR-1 A) zone. I have reviewed your draft Area Variance application and find the same to be incomplete. As such, your application can not be reviewed by the Zoning6Board at this time. Please note the July 15, 2008 submittal deadline if you wish to have your project considered for placement on the August 2008 agendas. Should you have any questions or comments regarding your application, please do not hesitate to contact this office. Si erely, : -- r0 aig Brown Zoning Administrator CB/sh L:\Craig Brown\2008 letters\Denial Morehouse 6_27_08.doc 'Home e Zfna tZl rat BL n u t y 4 Good Pl aci. fc Lice f� Job:..... JOB16189 Mark: 2052T Quantity: 104 Type: 4.2 Span: 200000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 STOCK 2008 LUMBER CSI SIZE JOINT LOCATIONALL PLATES CENTEREDBrace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: JT X-LOC JT %-LOG ON JOINTS EXCEPT: TOP 0.69 2x 4 .5 O.C. From To JT REACT ACT BID REQ HID +3 Wind Load Cases Trusses Manufactured by: A -30-0- 0 C 10-0-0 JT PLATE BILE % Y BTM 0.68 2.d 1650F1.5 TC Cont. 0-0-0 20-0-0 LBS IN-SX IN-S% +2 Unbal. Load Cases SAMTOG LUMBER TRADERS E -4-7- 0 D 0 A 4.000 6.00 CNTR 0.12 NBS 0.56 2x 4 SPFS-92 BC Cont. 0-0-0 20-0-0 A 1607 3-8 2-8 Analysis Conforms To: B 0 S1 0 E 2.00x 4.00 0.00 CNTR C 1607 3-B 2- E ANST/TPI 95 f 02 F d-7-0 C 4.00x 6.00 CNTR 0.12 TC Pbw1.15 Fc=1.10 Ft=1.10 ON Loading 8D 5.00x 8.00 CNTR-0.50 BC Fb=1.30 Prr1.10 Ft=1.30 UPLIFT FOUND AT BEARINGS Soffit psf 2.0 ERG UPLIFT BRG UPLIFT Design checked for LL on BC Lgg Lgg per BOG(section 1606.2.3), A 209 C 209 IBC/IRC-2003 and PBC 2004 (section 1607.1), 20.0 psf. IT,Defl -0.31.in D -C L/745 Design checked for 10 psf non- LL Dail -0.14a in D-C L/999 rant LL on BC. _ ^ Shear//Grain in A-E 0.72 NOTE: USER MODIFIED PLATESv ) This design may have plates selected through a plate monitor. Wind Loads-ANSI/ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 0mphMeanRoofHeighi1 ] 25Exposure CetagyC0ccupanoyFacto 10Buiding Type: ncos Zona location: Exterior Csr 4x4- TC Dead Load: 6.0 pat BC Dead Load 6.0 pat HD 4-1 B HO 4-1 Roof Snow Load per ASCE 7-02 Ground Snow Load= 60.0 psf Rain Load = 0.0 psf >C : T 4-10-13 C Quality Control Factor 1.00 BCL D BCL 121 #5x8= 11 FJ7:308 SPL W.308o oo ��of N�'W I,0 0 TC "' 10-0-0 1 20-0-0 OH BC 20-0-0 4:-. opS A.44 O 20-0-0 : �O r,r e"9 �1-• ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR A# -<� Alternate Snow Load/ Spacing C) `!' r�'IIF4l:IIII LLl psf-Ld Dead Live j BC 10.0 0.0 !. l:,rt9kow'- Z TC+BC 20.0 46.2 Total 73.9 Spacing 16.0" �O >7357'� �i� Lumber Duration Factor 1.15 _\c��r Plate Duration Factor 1.15 �C)f SS,O ,,,, Ground Snow Load= 70.0 psf REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR January 15,2008 Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus'., Scale: 3/4"=1' Connector plain shell be applied on both bees of truss.each Joint.Center the Robbins Eng.Co.bean no responsibility for the tension oflrufses,field bracing or pima,unless ndkated otherwise.No Iene knots er wane in plate canine nee. permanent truss liming.Refer to SCSI 1.03.s published by the Tress Plate Auto Snow Loading Designer: John Mulligan Splice only where shown.Overall spans assume 4n bearings et each end,unless Institute,il5 North Lee Slcsl,Suite3I2,Alexandria,VA 22314.Persons erecting TC Live 46.2 psf Checker: lodluted otherwise.Cutting and ebrkailoa shell be performed on egdpmens trusses arc manned to seek professional advice concerning proper eenllon bracing which produces snag-Rein joints led plates.Mans otherwise noted,moisture to prevent toppling and'Mentiled".Care should be take Is prevent damage TC Dead 10 psf Reviewer: content of lumber shell net exceed 19%at time of fshrintien and tills design is not during fahrixalion,storage,shipping end erection.Top end bairom chords shell he BC Live 0 psf Designed: .pplk.Ms for use wile Ore dnl lumber and some preservative treatments. Adequately braced in the absence of sheathing or rigkl ceiling,respectively.II is the BC Dead 10 psf Rev No: This design was prepared In aceordnee wills'•Nailoeai Design SpeoIEeallons for responsibility of alien to ascertain That the design loads utilised on ibis drawing Wood Cen.trucllon"(AFPA),'•N.tionel Design Standard for Metal Plate Cennecled meet or exceed the actual deed loads Imposed by the structure and the live Inds Total 66.2 psf Rev Date: Wood Truss Construction"(ANSMTPI I),and DUD Design Criteria for Trussed Imposed by she local bending code or hi.lorleel climatic record.. Lumber SI 1.15 Run Date: 01/14/08 Men. Plate SI 1.15 Version: 21.5.041 FURNISH A COPY OFTIIIS DESIGN TO ERECTION CONTRACTOR. ITISTIIE RESPONSIBILITY OF TIMP.BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&&VERIFY Spacing 24.0 in. Drawing: T2853574 TIIAT DATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc./Online Plus'.©1995-200B Version 21.5.041 Engineering Review Drawing 1/1512008 10:54:44 AM Page 1 L Job: J0B16184 Mark: 2052GT Quantity: 20 Type: TR Span: 200000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 STOCK 2008 JOINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.46 2x 4 SPFS-82 O.C. From To IT REACT ACT WID REQ WID +3 Wind Load Cases Trusses Manufactured by: A -10-0-0 P 6-0-0 JT PLATE SIZE X Y HIM 0.36 2x 4 SPFS-112 TC Cont. 0-0-0 20-0-0 LBS IN-BX IN-SX +2 Unbal. Load Cases SARATOOA LUMBER TRADERS ➢ -6-0- 0 N 4-0-0 A 3.00x 4.00 CNTR-0.00 BBC 0.09 20 4 SPFS-112 BC Cont. 0-0-0 20-0-0 • 3220 N/A N/A Analysis Conforms To: F -4-0- 0 L 2-0-0 C 3.00x 4.00 CNTR-0.00 •CONTINUOUS BETWEEN A-C ANSI/TPI 95 6 02 H -2-0-0 J 0 J 5.00m 5.00 CNTR-0.50 TC Fb=1.15 Fc=1.10 Ft=1.10 ON Loading B 0 S1 0 BC 1b=1.10 Fc=1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS Soffit paf 2.0 BRG UPLIFT BOG UPLIFT Design checked for LL on BC x 2-0-0 I -2-0-0 0-0 LES LES per BOCA (section 1606.2.3), M 4- 0- 0 G -4- O 6-0- 0 E 0-0 A-C 418 I -2003 and FBC 2004 -- (section 1607.1), 20.0 paf. C 10-0- 0 TL Defl -0.04" in P-C L/999 Design checked for 10 paf non- LL Defl -0.03" in P-C L/999 concurrent LL on BC. Shear//Grain in A-D 0.60 Refer to Gen Det 3 series for web bracing and plating. Wind Loads -ANSI/ASCE 7-02 Truax is designed as a Main Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Eapoaure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior 4x4= TC Dead Load: 6.0 paf B BC Dead Load: 6.0 paf HO 4-1 HO 4-1 Roof Snow Load per ASCE 7-02 Ground Snow Load= 70.0 paf 5 F ., K Rain Load = 0.0 pef Importance Factor 1.00 F M Thermal Factor 1.10 *2x4 TC Exposure Factor 1.00 9-10-13 Balanced Load Factor 0.77 D 0 Unbalanced Load Factor 1.50 cij Unbalanced Load:Checked 9-6-1 TC Leas eartora=1.so ana o.00 Max comp, force 609 Lbs 3X4= 3x4= Max tens, force 123 Lbs A C Quality Control Factor 1.00 O El E BCL G I J L N BCL P 5x5= SPL o „:r ' ed*Zat s:.�a c if n TY... a cage r. 'AVAP r a " r.,.. 'w.v&-Ir togiai o 0 0 (-0-- NEyTC '-, 10-0-0 20-0-0 r+ BC 2� -0 oPS A.44is (..? ,a 20-0-0 p �. ...---- A,;1 *1 ALL PLATES ARE MT2020 r --� ,c-- -- "'1 See Joint D For Typical Gable Plate Size and Placement ��ii�� '*11 W 1,: :,;:k 735 .. v �� -ES SIO4.7 �P REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR January 15,2008 Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus. Seale: 1/4"=1' Connector plates abed he.pplicd on both faces of truss at each Joint.Center the Robbins Eng.Co.beers no responsibility for the erection of memo,field bracing or plates,unless indiceted otherwise.No loose knots or wane la plots tanteel area. permanent truss bracing.Refer to RCS!1-03 as published by the Truss lisle Auto Snow Loading Designer: John Mulligan Splice only while shown.Overellspans assume 4"bearings at each end,unless Institute,2111 North Lee Street,Suite 312,Alexandria,VA 22314.Persona erecting TC Live 53.9 paf Checker: indicated alhewbe.Cutting and fabrication shelf he performed on equipment trusses are cautioned to seek professional advice concerning proper erection bracing which produces snug-fitting prevent ng joints plates.Unless otherwise noted,moisture to oppling and"dominoing".Core should he taken to present damage TC Dead 10 paf Reviewer: consent of lumber shall not exceed 19%al lime of fabrication and this design is not during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 pef Designed: applicable for use with fire retardant lumber and some preservative treatments. adequately braced in the absence ofshearhingor rigid ceiling,respectively.ll is the BC Dead 10 psf Rev No: This design was prepared in accordance with"Nation.!Design Specifications for responsibility of omen to ascertain shot the design loads utilised on this drawing Wood Construction"(AFPA),"National Design Slaadard for Metal Plate Connected meet or exceed the actual dead loads imposed by the structure and the live loads Total 73.9 psf Rev Date: Wood Truss Construction"(ANSIiTl'1I),and HUD Design Criteria for Trussed imposed by the Ion!building code or historical climatic records. Lumber SI 1.15 Run Date: 01/14/00 Borten. Plate SI 1.15 Version: 21.5.041 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&&VERIFY Spacing 24.0 in. Drawing: T2853573 TIIAT DATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAD.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc./Online Plus'"01996-2008 Version 21.5,041 Engineering Review Drawing 1/15/2008 10:54:25 AM Page 1 Code Compliance and Informational Sheet for Permit Use • sbury Dept. of Community Development Prs aik it , di_t_ 1()1^,� BP 2008 - �_/0 .ir _ Applicant Name: 44r1&-Q.. /fa u— Zoning Administrator Tax Map No. ::5Q�, &�a- Ic)-- i ,�,//, 7 r �I APPROVED Lot # House # r�/ Application road, street i Lot Size: (:), I. -Aracl5 !,• ' 9 2008 _—_I Mobile Home Park: __ Business Plaza: Zoning Administrator TOWN OF QUECNSBURY Planned Unit Dev. Subdivision: Phase/Section -V. Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 88,..September 19 1 iCorner lot rule Prior to Nov.23, 1992 approved subdivisions * (see note on back of form) 2002,April 9 - -.e) Road Name T Setbacks 1 Existing Re uired Proposed Difference _ r Front 1 _ iF ! Front 2 `` -- Side 1 T - ` - — Side 2 -- - --.. Rear 1 Rear 2 -- --- I- Shoreline I l -E k Travel 1 Cooridor Overlay Zone f- Buffer Yes No meets depth,width, &square footage requirements preexisting,nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) — Is lot in a Flood Zone? Floor Area Ratio worksheet required? Zone: WR-1A Town of Queensbury Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development .3 0 f.. 0 H 0 Z *Corner Lot information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard,two (2) side yards,and one (1) rear yard setback. AI Review Type � File No. Action Resolution Date Zoning Board of Appeals Planning Board j I Town Board i I Check List Yes Nio Recreation Fee Paid Engineering Fee Paid ! Site Plan Maps on File Subdivision Mylar Signed and Filed with County 1_ Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other rRevie i Staff Date J Notes Town of Queensbury BPC Make Map Page 2 of 2 Building Permit Checklist(BPC)Support Checklist Report Parcel #30800800020120000000 (NEWSBL) Tax map#: 30800800020120000000 Current Zoning: 'SR-20' Current Subdivision: N one APA BlueLine Status: Outside of APA Flood Plain Status: False Zoning setback requirements (effective -2002): SR-20 - Suburban Residential Zoning Setbacks Front 30 Side 10 min. Sum 30 Rear 10 Shoreline becomes front yard 75 Feet Permits: Permit# Type Permit Date Res Add P20040240 Garage2det 5/4/2004 95384 unk 7/14/1995 Allowed Uses for this Zoning Zone Uses Value SR-20 Agricultural Use SPR(7) See Sectiion 179-5-030 SR-20 Cemetery Site Plan Review SR-20 Day Care Center Site Plan Review SR-20 Duplex Site Plan Review SR-20 Home Occupation Accessory Use or Structure PU(5)Allowed within Mobile Home SR-20 Mobile Home Overlay District. See zoning map. Additional regulations apply. SR-20 Multiple Family Dwelling Site Plan Review SR-20 Place of Worship Site Plan Review SR-20 Produce Stand<100 sq. ft. Accessory Use or Structure SR-20 School Site Plan Review SR-20 Single Family Dwelling Permitted Use SR-20 Uses Accesory to Principal Use Accessory Use or Structure The Town of Queensbury does not warrant the correctness or accuracy of this data, or assume any responsibility for any explicit or implied uses. http://gby2svr/GIS/MAKEREPORTtest.ASP 6/19/2008 Page 1 of 1 j C r r s 2"- Qt_)() -- Di 3 1 , i _ . _._,..,,._,,,. ___.---- .._.____......_._._,___..... . s s _ ii \ ° ,.. f t ,:, 1 1 Z 0 i r'% /44orejj-14 --(--- CJ Maperneledb Twmaf s�2006 , �� _� J/ .1--- ..., 7_, �, ; 1 ,�I , i „, r $ _ nr 71 02 ` � N. _ 91 a L. 1-' I v41.. 241X24 Tb✓Q C.Gr. a ,cat'.. $4. n r 15- f co c r r43in o f �, `\ i. ---4.' 4 ,. i "'ham f \ 1 v I t 1 3 �' 1 ,......... ] r r-r-r 1 c r t F 4 PAPER -✓ 6 0 ` f3.P A'— � }_4 1_--_._„�. d a eE -1i a 693 F . . _ - ,01%r)?\1/41 � g _3 10y ^j -F-OBYAMAr5 rillt) :4; ,":1- r-tp C R M IT: ux ..F r aver rc\cfs. eve. • 1 ik 0 1 aI I 1\ \ \ ''' \ [ 1 i n S /-_ , 1 fi t1 3 \ j 7� I I a I1 4 -., P , � 1 f : { _.Y_ ] , N -\ .„.. .....,......... 1 \\\\ v� f r) C) ' , , L 3 • VA, V -. 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(:, II ; a . -' :\ csi AL \ \ 4. :. ----_------—_:.__,...,..__ ,._.__ . „.,......' —1 i , C]: vA O t I 71i n x 1°3 v �I 1 �.; +-i ---C.)' a y! , V' HI I J, N 1 • • IA 19 1-- ..to 3 \ 6 -L ti .......... .... 7: ix Q i r � - -. . - '_ _.----_-_ -. -_- �� 1 ; N ....: _., ._ -_.__. —_._ � -- — ,,,�.,:e-. ,ram.._. o ,. ___ .: 6 i ,,....,9, „ 01 41. oi..1 7"...' ..-.....-.'"----.-.- "1 I fr."....1 7 _ _� l !I 14, E 0 } I 1 _ - Cr 0 _ - t ce Z- 4 _ a tt y I ,pZ ENEB STAR CONFIRM U-FACTOR&SHGC ..,ter„ BEMODELOQUAE FCATIONS DOORRMINE• ,w LIEN® jE 114..N.... . Exterior Doors 4"' Inswing or Outswing Door •k• CPD#JEL-M-002 Energy Saver®Wood Edge Door CERTIFIED ENERGY PERFORM National Fenestration RATING'Rating Council® PERFORMANCE RA Coefficient(SHGC) Gain Coetfi Full Lite PRODUCT U-Factor/Solar Heat11 p fi DESCRIPTION 1/2 Lite 3/4 Lite 1/4 Lite 900t <1100t pefault Frame" 541ot , 0.39 16/ClearlAir/0.75" Wood ' 35 0 21 ' 0.30 0. ,• , 0.34 ,'0.(� ,' 0.20 ' 0.28 , 0.31 , ' 034 , 0.21 , ' 0.28 , 0.28 0.17 , ' 0.23 , IG/LowE(2)/Air10.75" 0.03 0.39 ' � 0.35 ' " 0.21 ' 0.30 , ,'p,• IGIClearlAir1.75"or.63 '0,18 0.25 0.040.34 with Grid or Deco gls 0.31 , / ' 1 0.21 , ' 0.28 , ,'021 , ' , ' with Grid , 0.03 , , 0,15 •, 0.38 ,, 0.26 with Grid 0.30 - .,0_34 IGICIearINr10.813" � , '0.20 , ' Manufacturer Iat blind determining ands t these ratings cpfammaPp � sae.*RC does not recommend affi Mode warrattu�rsaW s � r any sptalecie �sliteraturefaotl er product performance intimate& are delarmined far a bed wanantUresud'a4lGhlof�'!P surfacellgaPfi1l19aP *Glazing type/Clear or Coated(••per HFRC 100 Section 3.3 j square Inches REMOVE UNTIL AFTER FINAL INSPECTION EL. Anottheerr Energy D R Efficient Producty Steel WE 1" JWD-14024 --. Community Development Office own of Queensbury • 742 Bay Road • Queensbury, New York •12804 •• David Hatin, Director of Building&Codes Craig Brown,Zoning Administrator WINDOW SCHEDULE JOB SITE/ADDRESS: L.V1,1 LAWEQ '&,erV1a11, c0 DATE:9, j'z. - OWNER:L., Aligpn 4'S‘r►cr"\ oe. nor 6-A 0,4 S °E, APPLICATION NO.: OS'-3(A.j UNIT OR CLEAR WINDOW- CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING WIDTH IN IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES Q dh Cres4 Ur, e. -72" 4-1$" 1 it" 42' Cas a an eti-� _ _ S0u,44, CcQ.5A-inc '72‘' SW' - IV Liz" MIJr) CC.Secne"4 _ Ea3V CeN�ury 2-0' 2N" kcie. o CTA &c4' w so y" "$ el.:' W 5N 12 a %0" t,.� 21" 3�, S I d e DoNble cs C� r Community Development Office own of Queensbury • 742 Bay Road • Queensbury, New York •12804 Marilyn Ryba, Executive Director• David Hatin, Director of Building&Codes Craig Brown,Zoning Administrator BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE QUESTIONS? CALL 761-8256 OR EMAIL codes@ queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.quensburv.net B 10-LTR 11-20 lJELIrWEN® , \ 'WINDOWS Fl. DOORS NG DOOR UNIT PRE _XTERIOR KERFED �a1 �' 6 ' 4 1 .180 BniCkmould r Lo���t ,,�, 1 -LT In�i Blind Ra i teei,... li ii, I , (ROUGH OPENING 72 X 80"� I ail i I I C. RIGHT liANC` \ *W7„ 5 i 513 ' \ 1 3 t Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC RES checkSoftware Version 3.6 Release 1 Data filename:Untitled.rck PROJECT TITLE:moorehouse CITY: Glens Falls STATE:New York HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.16 DATE: 09/23/08 DATE OF PLANS:9/23/08 COMPLIANCE:Passes Maximum UA=96 Your Home UA=79 17.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door perimeter R-Value R-Value U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 480 38.0 0.0 14 Wall 1:Wood Frame, 16" o.c. 608 19.0 0.0 30 Window 1:Wood Frame:Double Pane with Low-E 58 0.350 20 Door 1: Glass 42 0.350 15 Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchec1t and to comply with the mandatory requirements listed in the RES checklnspection Checklist. Builder/Designer Date REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE:09/23/08 PROJECT TITLE:moorehouse Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor:0.350 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air 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 fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. 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: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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. [ ] 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/off heater 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 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. , f 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(Fl Up 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(Fl 2"Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/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) Zoning Board of Appeals Final Approved Plans Areiddr. wacvgv 3 File No. ZBA Meeting Date: Ottiv a' • • 11• • 434ve Applicant Name: 1GGt'1�. ' s MOreeRaCC Location: 44-7 1te(M r► -- -------------------- PT Applicant(s): William and Sharlene Morehouse Area Variance No.: 53-2008 Owner(s): William and Sharlene Morehouse SEQRA Type: II Ages) N/A Lot size 0.18 acres Location: i 497 Sherman Avenue Zoning SR-2 Tax Id No.: 308.8-2-12 I Section: 179 4-030_179-13-010 BP 2008-313; BP 95-384 above ground Cross Ref.: pool; BP 89-622 Alterations; BP 2004-240 Warren County Planning: n/a 2-car detached garage Public Hearing September 17 2008 Adirondack Park Agency n/a Prolect Description: Applicant proposes construction of a 456 sq.ft.second story addition. Relief requested from front and side yard setback requirements and for the expansion of a nonconforming structure by greater than 50 percent. Craig Brown, Zoning Administrator 3 sets: ZBA File / — Bruce Frank I dg. Permit Code Compliance Officer 6,00q00.ff3L3 1 s "q . 3 V- '. c- . f i Y f i 4a f e i i r y- _.,. .. _._ ...T.y..P�_r r { i cr6 k te. vO c ' et. e ak)ran f } 4''' lk Q 1 i t it 1 C Ct se. i O � d 1 } C ' I t� . 1 a ktt i-° F Job: JOB16184 Mark: 2052T Quantity: 104 Type: 4.2 Span: 200000 Pl-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 STOCK 2008 JOINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truce NOTES: 1 JT X-LOG JT X-LOG ON JOINTS EXCEPT: TOP 0.69 2x 4 1650F1.5 O.C. From To JT REACT ACT WID REQ WID v 3 Wind Load Cases Trusses Manufactured by: A -10- 0-0 C 10-0-0 JT PLATE SIZE X Y BTM 0.68 2x 4 1650F1.5 TC Cont. 0-0-0 20-0-0 LBS IN-SX IN-SX ♦2 Unbal. Load Cases SARATOGA LUMBER TRADERS E -4-7-0 D 0 A 4.00x 6.00 CNTR 0.12 VHS 0.56 2x 4 SPFS-82 BC Cont. 0-0-0 20-0-0 A 1607 3-8 2-8 Analysis Conforms To: B 0 SI 0 E 2.00x 4.00 0.00 arm 1607 3-8 2- B ANSI/TPI 95 4 02 F 4-7-0 C 4.00x 6.00 CNTR 0.12 TC Fb=1.15 Fc=1.10 Fta1.10 OH Loading 9D 5.00x 8.00 CNTR-0.50 BC Fb=1.10 Fc=1.10 Fta1.10 UPLIFT FOUND AT HEARINGS Soffit psf 2.0 BOO UPLIFT ERG UPLIFT Design checked for LL on BC LES LBS per BOCA (section 1606.2.3), A 209 C 209 IEC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. TL Defl -0.31"in D-C L/745 Design checked for 10 psf non- LL Defl -0.14"in D-C L/999 concurrent LL on BC. Shear//Grain in A-E 0.72 NOTE, 0009 MODIFIED PLATES W This design may have plates selected through a plate monitor. Wind Loads-ANSI/ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 6.0 psf _ 4X4- BC Dead Load : 6.0 psf HO 4-1 B HO 4-1 Roof Snow Load per ASCE 7-02 • Ground Snow Load a 60.0 psf Rain Load a 0.0 psf 5 I Importance Factor 1.00 2x4 2x4 Thermal Factor 1.10 Exposure Factor 1.00 E F Balanced Load Factor 0.77 4-10-13 TC TC Unbalanced Load Factor 1.50 Unbalanced Loads Checked Load Factors a 1.50 and 0.00 4-6-1 Max comp. force 2487 Lbs 4x6= 4x6= Max tens. force 2321 Lbs A C Quality Control Factor 1.00 BCL D BCL . #5x8= 0:308 SPL W:3080 TC 10-0-0 20-4.)-0 20-0-0 �J rDF Aq�yOF-a 20-0-0ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR \ *.` r Alternate Snow Load/ Spacing 0 1.II • psf-Ld Dead Live ! 1 � (Ili TC 10.0 53.9 w- '=f1`r. �9,�a"a.. 8C 10.0 0.0 �^ , TC+BC 20.0 46.2 Total 73.9 Spacing 16.0" OA ��735�'� Qi�Cl Lumber Duration Factor 1.15 `P� Plate Duration Factor 1.15 R°F SSlQ\"1'- Ground Snow Load= 70.0 psf REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERA, 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR January 1 5,2 0 0 8 Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Ploew' Scala: 1/4"el' Connector plates Melilla applied en both feces of trust el each joint.Center the Rohhles Eng.Co.beers no responsibility far the erection of measles,field bracing or • plate,unless indicated otherwb..No lame knms er wane In plate comsatarm. permanent truss bracing.Refer to SCSI 1.03 es published by the Trust Piste Auto Snow Loading Designer: John Mulligan Splice only where sbown.Overall spans ssume 4"hearings at eseh end,unless Inetilule,le Nooh Lee Street,Suite 312,Alexandria,VA 12314.Peruses*reeling TC Live 46.2 psf Checker: indicated olhemeise,Calling end tahriealton shell he performed on equipment trusses are mullioned to seek professional advice eoneeeoing proper ersellon bracing which produces snag-mnng Joints ma and plates.Unless otherwise noted,moisture to prevent toppling end"dormnoing".Core should be loxes la prevent dump TC Dead 10 psf Reviewer: content of lumber shall not wend 19%el time or fahrieulun and this design is not during febricsllan,storage.snipping end nreelien.Top and bottom chords shall be BC Live 0 psf Designed: applicable for use with fire retardant lumber and same pretervetive...imamms. adequately breed In the absence of sheathing orrigid eelling,respeetively.Ills the BC Dead 10 psf This design was prepared In accordance with"National Design Specioestions for responsibility of others to etnerlsin Chet the design leads utliined on Ills drawing Rev No: Wood Construction"(AFPA),"Notional Design Standard for Malta Plate Connected meet or tamed lheactual dead loads imposed by the structure end the live leads Total 66.2 psf Rev Date: Wood Trues Coenroenon"(ANSIITPII),sod 1111D Design Criteria for Trussed imposed by the local building code or hialerieelellmalle records. Llunber SI 1.15 Run Date: 01/14/08 Rafters. Plate SI 1.15 Version: 21.5.041 FURNIS1I A COPY OF TIIIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW TIIIS TRUSS DESIGN DRAWING as VERIFY Spacing 24.0 in. Drawing: T2653579 THAT DATA INCLUDING DIAL.AND LOADS CONFORM TO ARCII.rl.ANISPECS AND FAD.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc./Online Plus'"01996.2008 Version 21.5.041 Engineering Review Drawing 1/15/2008 10:54:44 AM Page 1 4L Job: J0816184 Mark: 2052GT Quantity: 20 Type: TR Span: 200000 P1-H1: 5 Left OH: 1- 0- 0 P Right ten. .. STOCK 2008 — — JOINT LOCATION ALL PLATES CENTERED CS/ SIZE LUMBER Brace trees as follows: MAXIMUM REACTIONS: Common Truax NOTES: JT X-LOC JT X-LOC ON JOISTS EXCEPT: TOP 0,46 2x 4 SPFS-g2 O.C. From To 01'REACT ACT WID REQ WID +3 Wind Load Cases Ttuasea Manufactured by: A -10-0-0 P 6-0-0 JT PLATE SIZE X Y BTM 0.36 2x 4 SPFS-42° TC Cont. 0-0-0 20-0-0 LDS IN-5X IN-SX +2 Unbal. Load Canna 'SARATOGA LUMBER TRADERS D -6-0-0 N 4-0-0 A 3.00x 4.00 CNTR-0.00 Wa5 0.09 2x 4 OPFS-X2 BC Cont. 0-0-0 20-0-0 • 3220 N/A N/A Analysis Conforms To: F -4-0- 0 L 2-0-0 C 3.00x 4.00 CNTR-0.00 *CONTINUOUS BETWEEN A-C ANS1/TP1 95 a 02 H -2-0- 0 J 0 J 5.00x 5.00 CNTR-0,50 TC Fb.1.15 Fce1,10 Ftn1,10 OR Loading B 0 S1 0 BC Fb=1.10 Fc=1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS Soffit psf 2,0 X 2-0-0 I -2-0-0 BAG UPLIFT EA0 UPLIFT Design checked for LL on BC e M 4-0-0 G -4-0-0 LES LBS per BOCA (section 1606,2,3), 0 6-0- 0 E -6-0-0 A-C 419 IOC/IRC-2003 and FBC 2004 C 10-0-0 (section 1607.1),20.0 psf, IL Deft -0.04" in P-C L/999 Design checked for 10 pat non- • LL Deft -0.03"in P-C L/999 concurrent LL on BC, Shear//Grain in A-D 0.60 Refer to Gen Det 3 series for web bracing and plating. Wind Loads-ANSI/ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior 4x4= TC Dead Load : 6.0 psf HD 4-1 B HO 4-1 BC Dead Load : 6.0 psf Roof Snow Load per ASCE 7-02 H g' K Ground Snow Load a 70.0 pat 5 I Agin Load 0.0 paf Importance Factor 1.00 lr M Thermal Factor 1,10 Exposure Factor 1.00 *2x4 II TC 4-10-13 D 0 Unbalanced Load Factor 1.50 Unbalanced Loads Checked 4-6-1 TC Lead Faetore a 1.50 and 0.00 3x4= 3x4- Max comp. force 609 Lb. Max tens. force 123 Lbs A C Quality Control Factor 1.00 Mr:::11HM al M 0 @ __. E BCL G I J L N BCL P 5x5= SPL o rr. ,. "9'- :}✓.9.ad '�frY7.Nv'n?d#'-'v' -r.�e, ,z r j_�xna•,. v'h3. o 0 0 of NEN/ TC 10-0-0 I 20-0-0 H BC 20-0-0 Co O''NS A.A`e9O�"i"- ALL PLATES ARE MT2020 - " r"- See Joint D For Typical Gable Plate Size and Placement n .n fi© 0?7357,., e ti R°F�ss�a�� REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ERG. GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR January 15,2008 Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering.Inc./Online Plus. scale: 1/4"=1' Con nr plates shall he applied on bells fates of Ira,,et nab Joint.Center the Robbins Eng.Co.beers no responlib0lty for the<ref1104 of Iran,,field broNng or plates.olden lndkaled otherwise.Nolan%know or wan*la plate%Meet area. permanent trots bracing.Refer to RCS!1.03 as published by the Truss Plate Auto Snow Loading Designer: John Mulligan Spike only whereshown.Overall vans smote e"bearings at each<nd,unless lnnitote,21S North tee Street,Suite 312,Alexandria,VA 22314.Persons erecting TC Live 53.9 psf Checker: lndkoted mAarmist.Cutting and fabrlcalinn(ball be performed en egalpment frames are cautioned to seek prafenionnl advice concerning proper erection bracing which produces snug-ftttng joints and plates.Unless mherwlo*noted,mamma m prevent lappting end"dnminoing".Care should he take"to prevent domsge TC Dead 10 psf Reviewer: content et lumber shall net emend 19%saltime et rabricotian and lb(s design to not during rubrication,snnge,shtpping and erection.Top and bottom chards shag he BC Live 0 psf Designed: appticoM0for use midi Orerentedans tomher and tome preservastvelree1meals, adequeteiy traced In the absenceo(sheithing or rigid telling,reentettvely.It is tho BC Dead 10 psf Rev NO: This design was mewed In accordance wl%"National Design SpaebRealloms for responstbiitly Grethen to ascertetn Thal the design toads uliltzed on this drawing Woad Construction'.(APPAL"Nalionni Design Standard for Metal Plnle Connected meet or maned the actual deed loads imposed by the ttrueter<and the live leads Total 73.9 psf Rev Date: Wood True Construction.(ANSI(rl'l O,end(t11D Design Criteria for Trussed imposed by the toot budding code or historical oiliest%records. Lumber SI 1.15 Run Date: 01/14/09 Raven. Plate SI 1.15 Version: 21.5.041 FURNISH A COPY OF TIIIS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing: T2853573 IT IS T11E RESPONSIBILITY OF THE DUILDINC DESIGNER TO REVIEWV THIS TRUSS DESIGN DRAWING&&VERIFY THAT DATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAO.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc.tOnline Pius.491996-2001 Version 21.5.041 Engineering Review Drawing 1/151200B 10154:25 AM Page 1 i , 3 r ` I g lam : f s j r t. e t 9 k t , , , „ . / , , ,. . , ., . . ,, , /- '''''' .1 1 1:: il , 4 € �, s �at I `i I. t } d 1 ; t ' , ' ~ ~T Me inn,, PIL * ��e���i�� � ��,��_e'���_ �w � LA C-���-~_ --___ Vs /---------�^------------ �--~~---------------'- - ' ' -- ----------------� . ' . --t.. - -1 • f i til .-I. L., ,, ••.;• i 1.• ,' 4,gli t. t ,....;v..,4 \ ,...i. .....a. 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