The URL can be used to link to this page

2001-352 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 • Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010352 Date Issued: Thursday, August 19, 2004- This is to certify that work requested to be done as shown by Permit Number P20010 352 has been completed. Tax Map Number: 523400-227-017-0002-018-000-0000 Location: 80 SEELEY Rd • Owner: WAYNE & MICHELLE WILLIAMS Applicant: WAYNE &MICHELLE WILLIAMS This structure may be occupied as a: By Order of Town Board Residential Addition TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY i 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010352 Application Number: A20010352 Tax Map No: 523400-227-017-0002-018-000-0000 Permission is hereby granted to: WAYNE&MICHELLE WILLIAMS For property located at: 80 SEELEY Rd 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: WAYNE&MICHELLE WILLIAMS Residential Addition 18,000.00 PO BOX 241 Total Value 18,000.00 CLEVERDALE,NY 12820 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2001-352 400 SQ FT RESIDENTIAL ADDITION(BEDROOM WITH BATH)AS PER PLOT PLAN SPECIFICATIONS $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,July 05,2003 (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 To of een TA, 's :y,July 05,2001 BY i '`ircr for the Town ofQueensbury. SIGNED Director of Building&Code Enforcement d -ulnPeitA) jilicztiOn >: : . .„ ., . Town of Queensbury - Dept. of Community Development, 742 Bay Road, Queensbury, NY 12804• 1761-8256J-�T -- -• •'NOTICE BUILDING & . CODE ENFORCEMENT r— NOTICE Requirements prior to-issuance - /�� . A permit must be obtained before l of this permit: PERMIT FILE ivV/3,,51 beginning construction. No inspections e,8 . will be made until applicant has received {D Zoning•Board Action , - PERMIT PEE PAID$75, a VALID BUILDING PERMIT. All • Area /Use RECREATION FEE PAID$ applicants• spaces on this application MUST be completed and the•signature- Q Planning Board Action REVIEWED IIY.• of the applicant must appear on the SPR / Subdivision /Other Building Inspector ,implication form. ,a,,. ' . Recreation Fee Payment Applicant: ENO/fie J; CQ (1 rnidClk , _IVI /1164wner: (ih-e Address: PO • Bo7[- ,N1 c/e rddk ii / Address: ��h- . So See lye , oe�d Y e) S y � /a� o . Phone#. (6'/a ) Jj4 - 35 9g . �Plho�ne # ( ). - . . Property Location: �SO See/ye Road C.leve1'rk 0/yV.. }/ / �1- I Tax Map Number' 2.ee.- Subdivision Name: !Section Block Lot • • NATURE OF •PROPOSED WORK: • ESTIMATED MARKET VAGUE OF THE New Building: CONSTRUCTION: $ /Y MO. OD residence / commercial • Addit' uilding: " residen / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial y Single Family Dwelling Residence / Commercial Two Family Dwelling ertl no change to exterior size . Family D cr1,4 Office .. Other Work (describe -below) . • MercantiOVL 31 ZOO Manufactur403 — • Other °�0 � ' �vFt GROSS AREA OF PROPOSED STRUCTURE: T pO,�,® ,� 4t�Off" —1 fit? 1st. Floor . 10 sq. ft. If ADDITION, will use 2nd .Floor sq. ft. of new addition be? : Other Floors sq. ft. (not GJ/ ,(7� - (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car • TOTAL FLOOR AREA: 5490 SQ. FT. Attached Garage 1, 2 car Private Storage .Building! SIZE OF NEW STRUCTURE: Commercial Storage Building �7 r�0 I p FEET X �t FEET Other _ • Foundation Type: colcreAf b/dc/J Will any second-hand or ungraded ' Number of Stories: / lumber be used? If so, for what? (habitable "space only) AO Height (grade to ridge) : /7 feet TYPE OF• HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which - •lies) to be installed: 0 Electric / Oil / as / Wood Forced Hot Air : . eboard / Other Person responsible, for supervision of work as regards to building codes is: \l b !l)1vM 3 Cons`�t/L4 hoh Jive . Q . \N I� NWI'tiCi �6h Gad C Ss si P0.614C01 VI eiev&f hlene 63 " S-29 Builder: t�� Plumber: 51 /VOk rt COIL e (t- lle&-da.... lN. /fink• A4//3 •1/7S/03 • Mason: -7he Stdne 54(�st-, ( % C71.et 94 ' le 'lei& -3�fl - . Electrician: nlorldi0 E/efaY —r le bbel/ .�_Iti- ,,zefi v /a46' 4,6 BEC'L--flRriTlOICL--=Please sign Belo► --41Er-you Have careju[ly rea 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, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual location of project on premises. mi. i .. Signature: �'v�f (own rtY �,�er's agent, architect, contractor) • • 011111k TOWN OF QUEENSB URY APPLICATION FOR PERMIT For the operation of.a wastewater treatment system within the Lake George Park persuant to 6NYCRR Subpart 646-3 SECTION 1: System Owner (please make corrections as needed) System Location TOWN: Queensbury TAX MAP: 523400 16.-1-57 OA Section # Block # / WILLIAMS,WAYNE D.&h.ICHELLE Lot # 7 39X 241 • CLEVERDALE, N.Y. 12320 ' • PHONE# V (home) (work)( S.C6-3577(lake) SECTION 2: General Information (please fill in as much information as you can. 1. °Type of Facility: X. Residence Multiple Residence Restaurant - Hotel/Motel Marina Other °Type of Wastewater System: Cesspool Septic Tank-Tile Field Septic Tank-Seepage Pit Town Sewer Holding Tank Neighborhood System .Unknown Other; Describe °Design -Average Flow (DAF*) : 9 S? D gam ons (see definition on reverse) °Septic Tank' Size: 7$ gallons; Date Last Pumped: /y 90 °Absorption Fields: Number of trenches ; Length of each trench Total trench length ; Overall field dimensions °Absorption Beds: Number of laterals ; � Length of each lateral , Total lateral length ; Overall bed dimensions °Seepage Pits: Number Size of each x °Distance Between Absorption Device and Lake George: ,c51D:r °Distance Between .Absorption Device and any other. surface water body ; Type of Surface 'Water Body 1.41e, 2. °Date of Original System Construction: - V /96 _ °Date of any subsequent repairs, modifications or alterations: / 2' °Was A Permit ever issued to. you for -construction or repairs of your system? Yes No If yes, attach a copy of -permit ' if it is available. °Does -this facility have a SPDES** permit? Yes No If yes, attach copy 3. °Directions to Property: 4ef. °Color of Main � elling: ,,ee:wi4,&' -? Construction Type Siding Type °Enclose a photo of m• n dwelling if you happen to have one (to assist inspector.s' in locating property) TOWN OF QUEENSBURY Queensbury Town Office, Bay at Haviland Road, Queensbury,NY 12804 (518)745-4400 PERMIT TO OPERATE A WASTEWATER TREATMENT SYSTEM (5 yrs) For the operation of a wastewater treatment system within the Lake George Park pursuant to 6NYCRR Subpart 646-3 SECTION 1: System Owner and System Location • Expiration Date: The System Owner is authorized to discharge from the above Modification Date(s): facility in accordance with the conditions and requirements of this permit. • Please read this permit and retain it in a safe place for future reference. Please review the requirements in Sections 3 and 4 carefully. Compliance with this permit is required by law. Failure"to perform the septic tank pump outs and inspections required in Section 3 can result in the revocation of this permit, the loss of the privilege to use your wastewater system and, ultimately, the loss of the use of your house. This permit is issued in accordance with the Lake George Park Law. The purpose of the program is threefold. First, to insure that failed systems are identified and promptly corrected through the cooperation of system owners using the information gathered during regular inspections. Secondly, to work cooperatively with system owners to provide for the upgrading, over time, of substandard systems, individually or cooperatively among several system owners working in common. Thirdly, to emphasize regular maintenance as an important aspect of proper system performance. All systems ultimately fail and must be replaced. However, regular pump outs and the replacement of worn components can greatly increase not only the performance but.the useful life of the system. SECTION 2: Basis for determination of permit type 1. X Because the wastewater treatment system meets the minimum requirements for,existing systems pursuant to Section 646-3.6, the system is determined to Meet Existing Standards and a five year operating permit is being issued. The permit requires regular maintenance to ensure good performance. 2. ' Because the wastewater treatment system meets the design standards for new systems pursuant to Sections 646-3.6 and 646-3.12, the system is determined to Meet Design Standards and a five year operating permit is being issued. The permit requires regular maintenance to ensure good performance. SEt TION 3: Permit Requirements 1. Any expansion in size or increase in use of the buildings or wastewater generating fixtures connected to the wastewater treatment system shall require prior approval by the Town and may require a • permit for construction of a new*or modified wastewater treatment system. 2. Any failures or breakdown of any component of the wastewater treatment system or any flow of wastewater onto the ground or into the waters of the Park must be reported immediately to the Town. Remediation must be completed within 24 hours of the break or failure. • 3. All components of the wastewater treatment system must be:maintained in good working condition in accordance with manufacturers' recommendations as well as special conditions contained in this permit (if any). - 4. Bath septic tank on the property must be pumped out within the next 24 months and inspected every two years thereafter to determine scum and sludge accumulation. Scum and sludge shall be measured in the first compartment.of a two compartment tank, or in the first tank of a multiple tank system. After the initial pump out, septic tanks shall be pumped when the bottom of the scum layer is within three inches of the bottom of the outlet baffle or tee, or when the sludge level exceeds 1/3 the liquid depth.of the tank. Enclosed is a certification which must be completed by the licensed waste hauler at the initial pump out. This certification must be signed by the licensed waste hauler and yourself and returned to the Town (see instructions on the back of the form). SECTION 4: Special Conditions 1. This permit and the authorization to discharge shall expire on midnight of the expiration date shown and the permittee shall not discharge after the .expiration date unless this permit has been renewed or extended pursuant to law: To be authorized to discharge beyond the expiration date, the permittee shall apply for a permit renewal on the application forms provided by the Town no more than 60 days after receipt of such forms. Permit Administrator: , Date: WWOPLQUE(5/92) 2 =t-R-. -n•.,.,�- ._._,.OR..:_..a.-,,.,_. -. .-.... -• - ---. - - . ,., `. •.: TOWN OF QUEENSBU,R ■ _ •1-�•1 I. . ' Cite OratLytuT -5 4Ill$—- ti _ — — • 1 — • 4 . . . 1 _ . , • see_ Paged Pi -., and.1 fields'and water source. . • ,:' �- ':�� 1 _�� 1 -r.--- - - - — i! - -�— r _ _.)bax_ :_Biwa[1- -. ` _N°'at_- . ' -- _ _..1 -• . 'i___L; Zo'{'IL• I • - • `, i=-- - ._ . tetras . f . 1 _„ _- _-_ ;4' rly—acrrw�' it - --- :�-�-- ter, - -- ;__- „T 1 . • v ' fri■f N Y • li ,i�i — • -1 1-r"--ram . . 71 . - . ' - -- — — -,..11_ .. _. ._... .__ _. ._....__ _... _.. .._ • -i i_`• •.r ii'TT — ..ice: 1—'_?__'-,--7—:--_ __.iff___ —1111111 lilt__ ._ . ._ ... ._..__ .._ .. . .. ... ... .. 1 ' ; --i-7-r;•71.771.-1- 1-117.L.-::.I.i..I-t-ti..1 i.+:1....F muommu ._. _ _ _ i . 1 aaa W .._ __ ,. . _ - - ■Nommoinemilt_ ----- MEWi!JiI!tri.......lull" I. -I -- — — ' -- _.1.- - .- - --- ----MIENE - - - - - ,-� LLI--- -- - Min SMAUXIBIS ME 1S>a��►�� - - -- - : " - __ . ... ...1 .14 Ramie III ilEit113'� 11 ■aaa11- _ E - I ' ; '\ i ! 1--- _ aa�uI I11 i11i/, L 'Pi A. k ::. -i I • - 1- ; - - it n �A NMI. MI : 1-1 - --, r Y " ' 11►!1 I G_ Miniiu is i..a.. .!�■ M111 111. _ ■ ■ - ' - 1 ;-- ---__ _ --,-_ •,jai/a ■E 1uaaauu� a a•u _ s,. si aiF.o �". lg.•liminswiiii =;-Jilin I 1E - IIIIMI iiflhflF---1. :. I 1111111111111111i1:111.1111111110911/11111_ _ MINK 1111 a -- •aa.asaanaIi. alia r�isiz�=M -.al a•sssuaa®m►mE- ■ m�- a :� 11saasaa®asnimmennsiums®'- EWA (L6 ei_ if -•- - - _�-emmewm-min• won ,_i s.--- - - -- - ��- - ■►1.Ti®�� • 1 i , - .- - -- ;--f-- /0111W_ ENERGY CODE COMPLIANCE APPLICATION ��= = TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS • Comoliar_ce Methods: PART 5 - Acceptable Practice Method - l&2 Family Dwellings (only) • PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings ' (3 stories or less) • • PART 4* Design by Component Performance Commercial Buildings-Hi Rise Residential *Requires 'submission of worksheets APPLICANT' S NAME: PROPERTY LOCATION: Wayne 11 by Ro Seel ye icc1 d'leVerddlf /i .. /JP)6 - PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - 0/6square feet • 2 . °!Joe of Heat - Electric Oil ' K Gas Other 3 . Is building mechanidally cooled? -V Yes No 4 . Percentage of area of windows and doors Over 17% Under 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS S-O'rvN ON PLANS SUBMITTED: • a . Roof R • b . Exterior walls • R c . Glazed areas . (� , ai- d . Exterior doors • g u, 31- e . Floors over unheated spaces R • f . Edge of slab on grade (heated building) R -- g. Basement/cellar walls (above grade) R /3 h . Basement/cellar walls (below grade) R /3 i 'Heating/cooling-ducts-piping in unheated space R -- 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED A z.ylica t ' S� �tu_e Date Pone Number _ INS PE TOR' S REMARKS: QueensburyBuilding & Code Enforcement - Residential Final Inspection 11 " p Office No.(518)761-8256 Arrive: am/p a art: I( t3)n/pm Date Inspection request received: Inspector's Initials: NAME: W, PERMIT#: f V LOCATION: Kr-) , DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" J/ Roof Complete/Exterior Finish Complete �J 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 Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 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 /ix Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. 1.7 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 Bathroom Fans, if no window Plumbing fixtures1(7, Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade _ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"acc•ss, 1 sq. ft.-150 sq.ft. vents Building No./Addre;.s vis .le from road .... Final Electrical 7 71, /Vi CGS( Site Plan /Varian- req ired Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 0/.00 _ 3 c 2_ MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. N0 7 9 1 3 6 Cut-in Card No. Owner bt) 1,0‘c.c.-I A-NA_S Location ?O' 'ea-Y e-6" .02i) Installation Consisting of /2—5-11- Mb It 12-ecen "3 /- .5.791.91-e.ies5 #0 77 o .7. Installed By Ft. 41472-4074.) 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 spections at any time, and if its rules are violated,the Company shall have the right to re oke th ficate z,' Date d INSPECTOR Member N.F.P.A..1A.E.I. 1 , ✓ t `y5-v w , - GEN RAL INSPECTION REPORT WV.( 518�a`i L 5 6--— "1 —� Town of Queensbury Dept.of Community Development Date inspection request receivedVZ, — Building&Code Enforcement 742 Bay Road 1 De �,� l= Queensbury,NY 12804 Arrive ,6a• ,., .m part .L -.a ;.m -0 Inspector's Ini. .��/ jjGS PERMIT# " 1 'f -3� DATE: /UCTURE Ail;r n .-- Di . .-N/A YES-NO COMMENTS Footing it'- I Mono!' hic Po s Form Reinf.i cement 1.1 Place The contracto is responsible for pro 'ding protection from freezing for 4: hours fo lowing the placement of the ,oncrete. Materials ir this urpose on site Foundatio I all ur Reinforceme J t't Place Foundation/D.,ipproofing Backfill Appra,a1 Plumbing -nde Slab Plumbing Ven -nts in Place �t-W-C.54-- � Rough Plumbing Heating Rough-In ,,✓ Insulatia-- �/ Feunalion Walls . tenor R- Foundation Walls erior R- . Floors R- ,s' Walls R- 1 q, . Ceiling R- :0 Duct work or piping in unheated spaces • Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping , pms �A"s. ue... e;.zisiikt .i.„_,A,2_4_, GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received t b // 2 ' 3v r h` Building& Code Enforcement 1 /( 742 Bay Road 7 Queensbury,NY 12804 Arrive am/pm Depart) am/pmPeqL',/, `,Inspector's Initials )12.- � C� 1 j . , 1 . !i6‘L-- NAME: Gl p itA S PERMIT# / ' 3� �� LOCATION: D. DATE : TYPE OF STRUCTURE: . ;i,/,A, 'd_( S°al_.,. RECHECK N/A YES NO COMMENTS Footings/Piers I—T— f Monolithic Pour Form Reinforcement in P1a,e The contractor is -sponsit'le for providing protecti o n from i eezing for 48 hours folio 'ng the p,.cement of the concrete. Materials for this pu n•se on si- Foundation/Wallpour Reinforcement in Plac: Foundation/Dampproo'. g Backfill Approval Plymbing Under Slab _/4/6trr P/iumbing Veni7Vdi i ' ace . hough Plu bin 4#107 Hea mg Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- C I,CAL 1' � - ( Z1 Floors R- Walls Walls R- Ceiling R- Duct work or piping in unheated spaces R- _ nt,Itic Vent _ ama� / Jac—/Headers Bracing/Bridging I i/' Joist Hangers Jack Posts/Main Beam •` r.Infiltratio ! t"ar er _ Fire-Separation 1,.2, 3,hour Penetration Sealed ire_Walt 2-3,4 hour / ' Fire topping" '-, v4� GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive76Dan Depart ! •m spector's .r :A NAME: Cx'M PERMIT# ' 3 a LOCATION: Q � DATE : Q ) TYPE OF STRUCTURE: \ r�� RECHECK N/A YES NO COMMENTS Footings/Piers T1: Monolithic Pour Form Reinforcement in Place The contractor is re.••nsible f•r providing protectio from free 11 ng • for 48 hours folio ' g the pl..-meat of the concrete. Materialsfor this p •• eon s' - Foundation/Walour Reinforcement in PIAce Fo tion/Dampproofin ackfill Approval Plumbing Under Slab Plumbing Vent/Vents in P1 e • Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior !'- 0 • Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed _ Fire Wall 2,3,4 hour Firestopping \ ‘) GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 3 a.co I Building&Code Enforcement 742 Bay Road ) G Queensbury,NY 12804 Arrive am/pm Departl ��m � G Inspector's Initials L) NAME: ( ALI- ('J111.6u45PERMIT# c›?On/- 0� A-C '�(pLOCATION: o DATE: /vl.eTTh• Byyc .1_ D TYPE OF STRUCTURE:RECHECK nA -o61.5r- F>s--e--`51 p,_ Ait-1 • N/A YE)/NO COMMENTS ootings/Piers I Monolithic Pour Form Reinforcement in Place "-- _- The contractor -7.a risible for providing protea 'on m freezing for 48 hours font wing placement of the concrete. • Materials for this pu ils•se on site Foundation/Wallpou Reinforcement in Pla•- Foundation/Damppro.i .g Bacl�'illAwroval Plumbing Under Sla Plumbing Vent/Vents•. Place Rough Plumbing Heating Rough-In Insulation Foundation Walls In rior R- Foundation Walls E erior R • - Floors R- Walls R • - Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping I ron Ps pb Found _.... ' Leinci now or PcprrnerILI or Chnries E Jr. 4 • E. J \ ittilil6e E leo r- )ore M. Greene (403/si) , 4 . ,,....1. ). q I: 1 IroarTipetal• . \ . iat\ ron pirercz._ 1 ,...- . 1. 1.:1 : .. .0•;'i • • y ‘Vk I .- ... ... \ \14 (5_49) ; T% Ir... 111 ,T,-14 P' .. to 3600frZr,4 .,...,.;b " is V . k 7-' • • ..gess9e1- .- 1/4.-- ZOG',,,.,? 13t1.‘1 --'. \ 't ......• ..4 15 ta , ) \..,...4.„-,?•• . 1.1. • .. •-• • vf MAY 3 1 ZUO1 0 \ 1 11" - -E,PN;SBURY Vrol 1 - • TOV,IN OF Clor- i- JE...111.21upilig_,k.,,^0DE ..---- _ ...___ ± Area fn 1 ... - - . , ,-r(6-V4 ik.D.v o • to CR-Te-P°5---- -"M-cp ''' ...•••••*'.. ....'' • / ‘3,:lkilel'51.1\. .trtiliki 410 . ..- ....****....*'° fo."." ......."*"...... , .. \ 3 14 . .....,------' * Garage 0 trot ; . ..- ....------ .• • _.....---------. . til ,i 6 • ..-.---- • C./ --- \h. ;r• -• • ‘‘N\ 40,,,./ ...„.,.- . \in\ f - . A o 4. • ...tr- • . .. . ii,c06*- , qop6c. 5• sr UtiliitIR,Le \( i 1,— eirS' .• ,,--- , 1 •..• ....- . peal% --.,... -, .E.- ••-•:- , •-i •-• - -, 0 . . i-,-:.-.-. :.--, ----- = -,•-, ;'' • -; - r .- ...-, :•-. -,-- ---%;-,•••1•....,--:,-- •-.• • . ' -- '-'. i.'-'•-••••'•• ••• Nr`l - '--• :•:;.. t --; "... ..• -- ---')`.-,e'.7;e1.;.- .471,- . , . C . - ,-.:,...,.....,. , %:- ,;;•••.q - 17•:".."*...• ' - . .: , , -,•,. .• '. n4, '-:'Tr-1i L.:4'.. ';•,-. " .. •'. .:41i-Z...,..4:•:.-:' ' ...;,, ,taz-:.;:.z. . -....';',..: '•:)w P e.. • ' .ni .--.- .--.7: --...;i'......--,f-:-;-!.ii.:i,:-.,-,.:i..~..:.,..-.4.:--:-.•-.;!.=..;,-:-f;;,-.!..i.-..--.---:--;-.t---i.-.-.-.--'`.=,----...:.-:-.--;.7-1-.,-:-..-!t,..-:'.::.,'::;?-,,:;'.'.•f..--12-..1•-•.-.'.i.::----.-•.*.:..---:.":A-_--::3.-4:.-;;•,'.,-.:.,-..-:2.-.--•,.-..-'!.:n..,.i '".--:-,f-.-t-..: 'f..--...,..%. ".;.‘rT”..,..'t---r::1a•-.;2:,-.- :',-•S,-.q1i..l:.7-er_-5,.::::,.•..et-1-,,,._•7-!••$,;..••.••7:,::-•'--'i-.":'N---••:::i,r.-,.-,::-'-c-':.•,..•c,'.'.-.---:-:::. - - 4 i - V • - 0line - aCIrcL nr::.•3:.• t GOES/i 2.72i. _ Iron Pip: taund \ i L nni. nov./ or frrrmer!L, o r Cyr 1 e3 E. Jr. \ \ \Uhh4Pk i t Elea nore M- Greene (4o3/o t ) ' ircx�-Pipe FL. cci\rzs.n Pi 5 • 4 4 2 S ' . \lq \1 ;‘1 .. •rsden (5--7--;?/-1 ) _ . ' �,�":• ' • 2� 15 - 1—. .'. -6 curd drain ' c \\,,j), ron pipe . � �� ,� pc:nd I:3" • cif off' 1� ., ------------- -- 64�l 1 hod ! 1 !) 1 .,.‘ . -0P0 - \ '11/ \\ --- rea — 0-73 ± o.cres . 0. V\L. . (4) :,._, 106 "-----"' IN ced' ,,,..--,. ..03,741.- .,----- ,------ - 1 tr. . . - \ \ iaw • 3 • '` �� Gaffe vim\ VI 0\1101-.1‘1e . dr - - -a 9 �(� 3' 0UtilifyRile \f. (\ Peal O •der - �t • °� �l`l �� 46. TOWN OF QUEENSsURY • \ . 5hce( ei?fr s • -- \ 5 ening ministrator !1vo') t e R' Date. �i177- i •ci► now or. ;+ar-.:rnerlq or roc;re Aer (G /2i2..; - - • . . , . • •;, " . ..'.051/2-4/01 MON 12:18 FAX 5188851041 . SARATOGA LUMBER TRADERS 12 002 -.i..- . QUAN TYPE SPAN P1-Hl. OVERHANGS JOB MARK'9 4.3 241000 ' 5 2400 2400 WILLIAMS C-Q R1668". ' - A. . . , , • 4x6-L- - - , MO 401 . B HO 4-01 ' •• . . • 1 • . ' ' . . . - .. . .----7..----- - • ---. . 22 ---- --7-...\ ''''--:..:::.---, • 2x4;:, . RECEIVE --. • . . , P.......--2.- .--Z.-7--,., ..------ 1 0'-02 1 '''s::: -2?--->"--- MAY 3 1 2001 .---,---.., ' \v/I . --------__ , • 4 x6 ----i-"-- -----=---- ..„7.:Aat5_1_ _....... , B1L 3x4 '3X4 3x4• .TO 24-00 . 12-05-00 • . 12-05-.00 ' 24-00 .. . SC - • 24-10-0%) . . 1.. . I. . . .,..:7_17 . • 14-10-00 ' • . • , . . BOARD FEET:TC 192 . 0 ,BC 156 .0 ,WS 132 . 0 ,TOTAL 480 HORIZNTL VERTICAL HORIZNTL VERTICAL . ' ' ' HORIZNTL VERTICAL A - -12- 5- O' 0- 0- 0 ' • ' F - .5-10-10 2- 8-15 E . - 3-111- 1 0- 3- 8 SP-07 5- 0 0- 3- 8, B 0- 0- 0 5- 6- 2 . D 3-11- 1 0- 3- 8 G ' 5-10-10 2- 8-15 C 12- 5- 0 0- 0- 0 ' CHORDS , 18 2X 4 15- 7- 7 TO #1 ' ' , • • Ils- R-14 OVERALL] . , .• , • 67.4 /1.1.4..L/ 67.4 . . • , ' . . . .. . • 9 2X 4 12-.10- 0 . blk 42 • ' 9 2X 4 12- 0- .0 ' ,B1L .#2, . . . • 226 /LLLL] 90.0 . • .. , ' 0- 4 HEEL . , .. • , . - . ' .WEBS • • -- 18 3X 4 3- 1-:11 W2 STUD . . . • ( 3 2 4 OVERALL] , . • 38.7 /CCCC\ 74.0 ' . - , . . . . . • , ' . . 51.3 \CCCCC\ . .18 2X 4 6- 3- s w1 STUD 28.7 /CCCC\ 38.7 ' ..... . . ' 38.*) \CCCC/ 51.3 . . • , .- • . . • PLATES . • • TYPE: LOCK 13AUC .. t;; 2U 54 4.00 X 6.00 . •54 3.00 X , 4.00 . . 30 2.00 X. 4.00 • . . . .. . . . - ., . . • . . , _ - • . . ,. • . • . • . . ,. .. . . . .. . . ,. • . . • . . . , • . , . , . . . . . . .. .• •. . . • . , .• . . .• . . . • . . . . . . • . - . _ •. ; . . • . . . . . . • , , . ''05/14/01 MON 12:18 FAX 5188851041 SARATOGA LUMBER TRADERS Z003 QUAN TYPE SPAN P1-H1 OVERHANGS ' JOB • 1 MARK 9 4. 3 241000 5 2400 2400 WILLIAMS C-Q R1668 I 4x6= A .r,. 12 r. . 5� 2x4\\ ��' �� 2x4 1 ' 5-06-02 T� T,^ 4x6= 2 �` , 4x6= e---- . \\ ' r- B1L u,�._._...,..- ....HER _._.. .. -�..� S1 D 3a4= 344= , 1)44= TO 24-00 12-05-00 1 12-05-00 24-0OH BC 24-10-00 _......_. -..-- 24 10 UO -- -- fJ r UniStar -- Vernon 40.0.312 LOAD CASE #3 WIND FROM RIGHT PLATING CONFORMS TO TPI RUN DATE: 5-14-01 LUMBER STRESS INCREASE; 33.n VERIFY PLATE VALUES WTTH PLATE STRESS INCRFJ.SE; 33.34 ROPEINS ENGINEERING, CSI SIZE LUMBER 1 .15FT. LOADING LIVE DEAD (PSF) GRIP BASED ON SYP/.SPF LUMBER TOP 0.83 2X 4 Sp-fit 2130 . TOP OHS 50.0 10.0 USING GROSS AREA TEST METHOD. ATM 0,00 2X 4• SP-#2 1720 BTM CHD 0.0 10,0 [PLATES - 20 GAUGE LOCK FIBS 0.49 2X 4 SPF'S-ETD 759 TOTAL 50.0 20.0 70.0 GRIPPING 5$1.250 PSI PER PAIR REPETITIVE MEMBER STRESS USED. EXCEPTIONS: INCLUDES 15.0E INCREASE A-B -13.3N 10.0 •TENSION 1339- 465 PLI PER PAIR LATERAL BRACING; A-C •12.ON 10.0 SHEAR 784. 506 PLI PER PAIR TOP CHORD - CONTINUOUS SUPPORT CRITERIA BTM CHORD - CONTINUOUS JT TYPE MORE VERT WIDTH JT TYPE PLATE SIZE X Y TRUSS SPACING 24.0 IN. :.BR T,HS 1N•DX A 2001 4,00 X 6.00 6.6 3.5 . A PIN 35 164 5- $ 5 3010 4.00 X 6,00 CTR 2.2 LOAD CASE #1 C HORS RLR 0 1$3 $- 8 C 2001 4,UU X 4.00 6.6 3.5 LUMBER STRESS INCREASE: 15.0% D 1010 3.00 X 4.00 1.7 1.5 PLATE STRESS INCREASE! 1S.U$ LOAD. CASE #4 WIND // P.IDGE E 1010 3.00 X 4.00 2.3 1.5 LOADING LIVE DEAD (PSF) LUMBER STRESS INCREASE: 33.3V F 1001 2.00 X 4.00 CTR CTR ' TOP CHD 50.0 10.0 PLATE STRESS INCREASE: 33.3k G 1001 8.00 X 4.00 CTR CTR BTM CHD 0.0 10.0 LOADING LIVE DEAD ;PSF) 51 1100 3.00 X 4.00 CTR 0•%I TOTAL 50,0 20.0 70.0 TCP CND 50.0 10.0 . SUPPORT CRITERIA . BTM CHO 0.0 10.0 NOTES: JT TYPE" HORZ VERT WIDTH TOTAL 50.0 '.%0•0 70,0 1. TRUSSES MANUFACTURED NY LBS LA9 IN••SX EXCEPTIONS: . , SARATOGA LUMBER TRADERS A PIN 0 1674 5- $ A••0 -13.3K 10.0 2. ANALYSIS CONFORMS TO C HORZ RLR 0 1674 5- 8 P-C 13,3N 10.0 • . BOCA (ANSI/TPI 1-199. . SUPPORT CRITERIA 3. WIND LOADS - ANST/ASCE 7-93 LOAD CASE #2 WIND FROM LEFT JT TYPE HORZ VERT WIDTH TRUSS TS DESIGNED AS A LUMBER STRESS INCREASE: 33.3% LBS T,RS IN-SX MTIIN WIND-FORCE RES SYSTEM PLATE STRESS INCREASE: 3.3.35: A PIN 0 155 5- 8 WIND SPEED - 70 MPH LOADING LIVE DEAD (PSF) C HOP''', RLR 0 105 5- N MEAN ROOF HEIGHT - 25' TOP CHD 50.0 10.0 EXPOSURE CATEGORY • C BEM CHO 0.0 - 10.0 LEFT RIGHT OCCUPANCY CATEGORY - 1 TOTAL 50.0 20.0 7U.0 HEEL OIN - 4SX OTN 4SX OCEANLINE DIST - 100 MILES EXCEPTIONS: A-B -12.0N 10.0 MEMBER FORCES (LDS) S-C -13.3N 10,0 TOP CHORDS SUPPORT CRITERIA A-F ,, 3197 C F.S = 2766 C ' JT TYPE HOR2 VERT WIDTH B•C - 2766 C C-C - 1197 C T;BS- LES IN-SX BOTTOM CHORDS A PIN -35 103 5- 8 A•E - 2951 '1' 5•51 = 2015 T C HORZ RLR 0 1.64 5. 8 91-D - 2015 T D-C - 8951 T ' WEES . F-E - 681 C E-B' ., 892 T B-U - 892 T D-G - 681 C 111.LL DEFL - 0.39H IN K-(; LL DEFL - 0.18u < $RG DPAN/360 SPAN/DEFL (DLaLL) - 759 • -05/14/01 MON 12:19 FAX 5188851041 • SARATOGA LUMBER TRADERS_ fj004 QUART TYPE , SPAN P1-H1 T OVERHANGS JOB MARK • 1 •GBL3 241000 ' 5 2400 2400 WILLIAMS C-Q R1668 • • 4x4= . HO 4-01 B HO 4-01 • 2x4Ii F 2x41' L 2x4 II -.--f.--'-- ^�`Q 2x4 H 12 0 ..-' .>• R 5 -'2x4II �. "----1›.... ?MU 2x4I ��` 2r.4lI 5 46 02 5 T 4 4 3 • 1n4__J�I/r'l1, 2 3 21 1 r.------.: ,�� 3xa= 2x4II r 2x.4II 2x411 R ` PL A D 2x4II 5x12 2x4 II 2x4II 2x4II 2x4;i • TC 24-00 12-05••00 12-06-00 1 24-00 BC 4-05-00 120000 120o00 120o00.-i-20000 20000 ' 20000 .I20000 120000 I 4•05.00 1 i •;J .. -- 2 4-10•0 0 --- — •-G - BOARD FEET:TC 21 .3 ,BC 17 . 3 ,WB 21 . 3 , TOTAL 60 HORIZNTL VERTICAL . HORIZNTL VERTICAL HORIZNTL VERTICAL A -12- . 5- 0 0- 0- 0 M - 8- 0- 0. 1-10- 5 L - 8- 0- 0 0- 3- 8 N - 6- 0- 0 . 2- 8- 5 K - 6- 0- 0 0- 3- 8 0 - 4- 0- 0 3- 6- 5 - J - 4- 0- 0 0- 3- 8 P - 2- 0- 0 4- 4- 5 I - 2- 0- 0 0- 3- 8 SP- 0- 5- 0 0- 3- 8 B 0- 0- •0 5- 6- 2 H 0- 0- 0 0- 3 - 8 . Q 2- 0- 0 4- 4- 5 G • 2- 0- 0 0- 3- 8 R 4- 0- 0 3- 6- 5 , F 4- 0- 0 0- 3- 8 S 6- 0- 0 2- 8- 5 E 6- 0- 0 0- 3- 8 T 8- 0- 0 ' 1-10- 5. D- 8- 0- 0 0- 3- 8 C 12- 5- 0 0- 0- 0 CHORDS • 2 2X 4 16- 7- 7 TC 41 (15- 6-14 OVERALLI • 67.4 /LLLL/ 67,4 1 2X 4 12-10- 0 B1R k2 • 1 2X 4 12- 0- 0 B1L #2 22.6 /LLLL) 90.0 • 0. 4 HEEL WEBS . 2 2X 4 4- 1- 9 W4 STUD , • 2 2X 4 3- 3- 9 W3 STUD' . , 2 2X 4 2- 5- 9 W2 STUD 2 2X 4 1. 7- 9 W1 STUD 67.4 /LLLL) 90.0 1. 2X 4 4.10) 13 W5 STUD - 67.4 /CCCC) 90.0 07.4 \COCO) . , PLATES ' ' TYPE: LOCK GAUGE: 20 4 3.00 X 4.00 2 . 4.00 X 4.00 ' . • • 22 2:00 X '4:00 2 5.00 X 12.00 • V05/14/01 MON 12:19 FAX 5188851041 SARATOGA LUMBER TRADERS • r�005 I QUAN TYPE SPAN P1-H1 OVERHANGS 1 JOB MARK 1 GBL3 241000 5 2400 2400 WILLIAMS C-Q R1668 ; ' 4x4 . • S 2X41i 2x411 `�� 2x4 II „�!- t.`•� .. 2x411 • 12 0 .y-�i •�`--- R 5 1x411 �-q�' -' I �.`y 2X41! 2x4 IIN �I 5-06-02 M 279,- _,-'i s ; • =•.'�` 2x411 4 4 ` C T 3x4- 2 ��`�. ri'U �1 Ll � �I '^ -.../ L11R Lam . 2x4I1 K 2x411 2:.4II H r F E D 2x4 II 5x12-- 2x4 II 2x4 H 2x4 II 2x4 H ' I TC 24-00 12-05-00 12-05-00 24-00 BC 4-05-00 1 20000 1 20000 1 20000 1 20000 I 20000 1 20000 1' )Ufll 20n007 a .3i100 .} - ---- 24•10-00 UniStar -- Version 40.0.312 GOAD CASE ((4 WIND // RIDGE PLATING CONFORMS TO TPI RUN DATE: 5 14-01 LUMBER STRESS INCREASE: 33.31 VERIFY PLATE VALUES WITH • PLATE STRESS INCREASE: 33.35 RC96INS ENGINEERING. cSI SIZE LUMBER 1.15PB LOADING Live, DEAD (DSF) GRIP BASED ON SYP/SPF LUMBER TOP 0.28 2X 4 EP N1 2130 TOP CND 50.0 ' 20.0 USING GROSS AREA TEST METHOD. BTM 0.06 2X'4 SP-42 1720 BTM CHD . 0.0 10,0 PLATES - 20 GAUGE LOCK WSS 0.15 2X 4 SPFS-STU 759 TOTAL S4.0 20.0 70.0 GRIPPING 581-250 PSSI PER PAIR REPETITIVE MEMBER STRESS USED. EXCEPTIONS: . INCLUDES 15.0t INCREASE A-B -13.3N 10.0 TENSION 1339- 465 PL: PER PAIR LATERAL BRACING: B-C -13.3N 1.0.0 SHEAR 784- 506 PI,I PER PAIR TOP CHORD - CONTINUOUS SUPPORT CRITERIA BTM CHORD - CONTINUOUS BOTTOM CHORD CONTINUOUST:( JT TYPE PLATE $IZE X Y TRUSS SPACING - 24.0 IN. SUPPORTED ALONG ENTIRE LENGTH. A 2001 3.00 X 4.00 5.9 3.1 8 3001 4.00 X 4.00 CTR 2.2 LOAD CASE #1 LEFT RIGHT C 2001 3.00 x 4.00 $.9 3.1 LUMBER STRESS INCREASE: 15.04 HEEL OIN - 4SX OIN - 4SX D 1001 2.00 X 4.00 CTR CTR PLATE STRESS INCREASE: 15.0v E 1001 2.00 X 4.00 CTP. CTR LOADING LIVE DEAD (PSF) MEMBR CSI P(LBS) MI^:iST 1402ND P 1001 2.00 X 4.00 CTR CTR TOP CHD 50,0. 10.0 TOP CHORDS O 1001 2.00 K 4.00 CTR CTR BTM CHD 0.0 10.0 A-M IL-46 33 C 0 191 H 1191 5,00 X12.00 6.0 3.0 TOTAL 50.0 20.0 70.0 M-N 0.28 56 C 2061 -122 I 1001 2.00 X 4.00 CTR CTR SUPPORT CRITERIA N-O 0.01 50 T -7 .39 J 1001 2.00 X 4.00 CTR CTR DOTTOM CHORD CONTINUOUSLY 0-P 0.07 73 T -39 17 F 1001 2.00 X 4.00 CTR CTR • SUPPORTED ALONG ENTIRE LENGTH. P-D • 0.07 ' 95 T -31 0 L 1001 2.00 X 4.00 CTR CTR B-0 0.07 95 T 0 31- M 1001 2.00 X 4.00 CTR CTR ' LOAD CASE #2 WIND FROM LEFT Q-R 0.07 71 T 31 53 N 1001 2.00 X 4.00 CTR CT? ' LUMBER STRESS INCREASE: 33.3V R-S 0.07 46 T -53 10 G 1001 2.00 X 4.00 CTR CTR PLATE STRESS INCREASE: 33.34 S•T 0.28 S6 C 122 -2061 P 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PRF) T-C 0.28 21 C -137 0 Q 1001 140 X 4.00 CTR CTR .TOP CHD 50.0 10.0 BOTTOM CHORDS • R 1001 2.00 X 4.00 CTR CTR BTM CHD 0.0 10.0 A.-L 0.06 69 T 0 -351 S 1001 2.00 X 4.00 CTR CTR TOTAL •50.0 20.0 70.0 L-I( 0.06 S9 T 351 -•8 T 1001 2.00 X 4.00 CTR CTR EXCEPTIONS: K-J 0.02 59 T 5 -93 A-B -12.0N 10.0 J-I 0.02 59 T 03 -36 • NOTES: . B-C -13.3N 10.0 . I•H 0.02 59 T 96 0 1. TRUSSES MANUFACTURED BY •• SUPPORT CRITERIA H-C,, 0.02 59 T 0 •96. SARATOGA •LUMBER TRADERS BOTTOM CHORD CONTINUOUSLY 0-F 0.02- 59 'I` 96 -93 2. ANALYSIS CONFORMS TO SUPPORTED ALONG ENTIRE LENGTH. F-E 0.02 59 T 93 -9 80CA (ANSI/TPT 1•1995) . E-D 0.06 59 T 6 -351 3. WIND LOADS - ANSI/ASCE 7-93 LOAD CASE #3 WIND FROM RIGHT D-C 0.06 S9 T 351 0 TRUSS IS DESIGNED AS A LUMBER STRESS INCREASE: .33.38 WEBS MAIN WIND-FORCE RES SYSTEM PLATE STRESS INCREASE: 33.3* L-M = 482 C K•N = 143 C WIND SPEED - 70 MPH LOADING LIVE DEAD (PSF) J-O - 257 C I-P - 265 C MEAN ROOF HEIGHT - 25' 'TOP CHD 50.0 10.0 H-B - 175 C G-0 - 265 C EXPOSURE CATEGORY - C BTM CHD 0.0 10.0 . F-R - 257 C E-S a 143 C OCCUPANCY CATEGORY - 1 TOTAL S0.0 20.0 70.0 D•2' - 482 C OCEANLINE DIST • 100 MILES EXCEPTIONS: A-B -13.3N 10.0 DL:T,L ()EFL - 0.05" IN A M B-C -12.0N 10.0 LL DEFL c BRO-SPAN/360 SSVC'PORT CRITERIA SPAN/D2F6 ;DL-LL) 999 BOTTOM CHORD CONTINUOUSLY . SUPPORTED ALONG ENTIRE LENGTH. • • • 05/14/01 MON 12:20 FAX 5188851041 SARATOGA LUMBER TRADERS a 006 QUAN TYPE SPAN P1-H1 OVERHANGS JOB • • I MARK 1 GBL3 201000 5 • 0 0 WILLIAMS C-Q R1668 . ( J 4x4= +i - 2x4 II /~ 2x4 it 12 • 5�2xa II -_- �� `..` .� , 2x4 I I 2x4 I I L �r I --�`-? a-oa-01 K i�f ��TC 2x411 31 3 • �\�� I-- 1 2 2 l ��.. JQ lilt QI ^HI -.. GJ ,L SiL/� •. A LI 2x411 2x411 2x411 5X5-` r E ,D\ r_ 3X4 s 2x4 I' 2x4 11 2x411 :44:= • TC 10 05-00• 10-G5••00 BC _._._.. 4 05 00 1 2-00-00 I`2-On nn 2-00-on 12-on-00 .1 2-00-00 12-00-00 ] 4.05.00 � l J ... .--- 20-10-00 BOARD FEET:TC 16 . 0 , EC 16 . 0 ,WB : 12 . 0 ,TOTAL 44 . HORIZNTL VERTICAL HORIZNTL VERTICAL HORIZNTL VERTICAL • A -10- 5- 0 _ 0- 0- 0 K - 6- 0-. 0 1- 6- 5 J - 6- 0- 0 0- 3- 8. L - 4- 0- 0 2- 4- 5 I - 4- 0- 0 0- 3- 8 M - 2- 0- 0 3- 2- 5 H - 2- 0- 0 0- 3- 8 B 0- 0- 0 4- 4- 1 SP. 0- 0- 0 0- 3- 8 G 0- 0- 0 0- 3- 8 N 2- 0- 0 3•- 2- 5 F 2- 0- 0 0- 3 - 8 0 4- 0- 0 2- 4- '5 E 4- 0- 0 0- 3- 8 P 6- 0- 0 1 - 6- 5 D .6- 0- 0 0- 3- 8 C 10- 5- 0 0- 0- 0 CHORDS 2. '2X 4 10 5- 0 131L ]{20 ' 22.6 /LLLL) 90.E • 2 2X 4 10- 6- 5 TC 112s • 22;6 /LLLL\ 67.4 WEBS . - ' 2 2X 4 2-11- 8 W3 STUD 2 2X 4 2- 1- 8 W2 STUD 2 2X 4 1- 3- 8 Wi, STUD • 07.4 /i_LI,r,] 90.0 1 2X 4 3- 8-13 144 STUD • • 87.4 /CCCC] 90.0 67.4 \CCOU] • PLATES TYPE! LOCK GAUGE: 20 ' • 4 3.00 X 4.00 . 2 4.00 X 4.00 24 2.00 x 4•.00 2' 5.00 Y. 5.00 • .05/14/01 MON 12:20•.FAX 5188851041 SARATOGA LUMBER TRADERS Z 007 QUAN TYPE SPAN PI-H1 OVERHANGS JOB MARK 1 GBL3 .201000 5 0 • 0 WILLIAMS C-Q R1668 C 4x4-- B . 2x4II r''t-'- 2x4II 12 • M -�f -_`'� N 2x4 1 fit- `�� 5 L ��`�`` =x4 II 2x4II I' - `� K TG-� .i `` '`.TC 2x4 it 4 0 4-O 1 : �-__.-•/ 4 I 1 I [------..."-,-,....P - am- 1 I 2! �Y^�� • J� • f I •I i I 1 �`101 `` K B l I,- 1x911 LI' it 2H II SGL. `•` -81L ,4 -_ A F E D C • ' 3x4� 2x4II 2x4II 2x411 3x4�. TC 10-05-00 10-05-•00 SC 4 05-00 12-00-00 12.00-00 12-00-00 2-00 00 12-00-00 I_.,.2-00-00 I 4-8S-00 4 _ 20. 10'•pO -- -... -_i . Un1SCar -- VerSir.,n 40,0.312 , LOAD CASE 44 WIND if 'RIDGE PLATING CONFORMS TO TPI RUN DATE; 5-14-01 LUMBER STRESS INCREASE: 33.34 VERIFY PLATE VALUES. WITII ' PLATE STRESS INCREASE: 33•3i RCBBINS ENGGINEERING. CST SIZE LUMBER 1.1SFH LOADING LIVE DEAD (PSF) GRIP BASED•ON.SYN/S1'F LUMBER TOP 0.39 2X 4 SPF-#2 1510 , TOP CHI) 50.0 10.0 USING GROSS AREA TEST METHOD. BTM 0.07 2X 4 SPF-##2 1510 DTM'CNLD 0•p 10.0 PLATES - 20 GAUGE LOCK • WBS 0.13 2X 4 SPFS-S'1'U 759 , TOTAL S0.0 20.0 70,0 GRIPPING 514-25o PSI PER PAIR REPETITIVE MEMBER_ , STREss USED. EXCEPTIONS! INCLUDES 1.6.0% INCREASE . A-Fs -13.3N 10.0 TENSION 1.339- 465 PLI PER PAIR LATERAL BRACING: B.C. -13.3I7 In.0 SHEAR 784- S06 0LI PER PAIR TOP CHORD - CONTINUOUS SUPPORT CRITERIA BTM CHORD - CONTINUOUS BCTTOM •CHORD.-CONTINUOUSLY -TT TYPE PLATE SIZE X Y TRUSS SPACING - 24.0 IN. SUPPORTED ALONG ENTIRE LENGTH- . A 2003 3.00 X 4.00 6..2 3.2 E 3001 4.00 X 4.00 CTR 2.2 LOAD CASE #1 LEFT RIGHT C 2003 3.00 X.4.00. 6.2 3.2 LUMBER'STRESS INCREASE: 15.01 GIRD OIN - 0.9X CIN OSX D 1001 2.00 X 4.00 CTR CTR ' PLATE STRESS INCREASE: 15.04 ' E 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF) - MEMER CS1 P(LBS) MOI-ST Mn12ND F 1001 2.00 X 4.00 CTR CTR TOP CHD 50,0 10.0 TOP CHORDS 0 1102 6.00 X 5.00 CTR 3.0 BTM CHD 0.0 10.0 A-K 0.39 • 19 C 0 206 II 1001 2..00 X 4.00 CTR CTR TOTAL 50.0 20,0 70,.0 ' Y=L 0.39 .93 C 2072 • -87 I 1001 2.00 X 4.00 CTR CTR SUPPORT CRITERIA L-M 0.12 46 T -10 ' 49 J 100.1. 2,00 X 4.00 CTR CTR -BOTTOM CHORD CONTINUOUSLY M•13 0.12 72 T •49 0 K 1001 2.00 X '4.00 CTR CTR SUPPORTED ALONG ENTIRE LENGTH, B-N 0.12 71 T 0 54 L 1001 2.00 X 4.00 CTR CTR N'-O 0.12 45 T -60 10 M 1001 2.00 X 4 .00 , CTR CTR LOAD CASE 42 WIND FROM LEFT' ' 0.-P .- 0,39 53 C 87 -2072 N 1001 2.00 X 4.00 CTR CTR. LUMBER STRESS INCREASE! 33.34 P-C 0.39 18 C -206 0 0 1001 2.00 X 4.00 CTR CTR PLATE STRESS' INC:RRASS. 33,38 BOTTOM CHORDS , P 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF)' , A•J 0.07 38 T 0 -352 TOP CHD 50.0 10.0 J-I '0.01 38 T , 382 - NOTES: BTM CUD 0.0' 10.0 I-H 0.03 38 T • 2 110 1. TRUSSES .MANUFACTURED BY - TOTAL 50.0 20.0 70.0 • H-G 0:03 38 T 119 0 ' SARATOGA LUMBER TRADERS EXCEPTIONS: G-F-' 0.03 38 T 0 -119 7. ANALYSIS CONFORMS TO A-B -13.4N 10.0 F-E 0,03 38 T 119 -2 ' SOCA (ANSI/TPT 1-1955) . B-C . -13.3N 10.0 E-D 0.07 38 T 2 -1E2 3. WIND LOADS - ANSI/ASCE 7 93 SUPPORT CRITERIA D-C 0.07 38 T 3.93 0 TRUSS IS DESIONSO AS A BOTTOM CHORD CONTINUOUSLY • WESS • MAIN Wi'ND FORCE RES SYSTEM SUPPORTED ALONG ENTIRE LENGTH. J-K - 484 C I-L - 134 C H1N1.1 SPEED - 70 MPH ' H-M = 292 ( ::-N = 170 C MEAN ROOF HEIGHT - 25' LOAD CASE 43 WIND FROM RIGHT F-N - 292 C: E-0 - 134 C EXPOSURE CATEGORY - C LUMBER STRESS INCREASE: 33.31t D-P = 484 C OCCUPANCY CATEGORY - 1 PLATE STRESS INCREASE: 33.34 • OCEANLINE DIRT 100 MILESS LOADING LIVE .DEAD (PSF) DL+LL DF,PL = 0.06" IN A-K TOP CHD 50,0 10.0 LL DEFL'<: BRG-SPAN/360 BTM CHD 0.0 10.0 SPAN/0JFL (DL+LL) - 999 TOTAL 50-.0 2n.n -;o.o EXCEPTIONS: A-S -13.3N 10.0 B-C . 13.6N 10.0 SUPPORT CRITERIA • BOTTOM CHORD CONTINUOUSLY , . . . .. . • , . ..' 05/14/01 MON 12:21- FAX 5158551041 ' • SARATOGA LUMBER TRADERS : . [Fll 008 • • I .. QUAN. TYPE SPAN PI-Hi OVERHANGS JOB . ' MARK . . 1 GBL3 161000 5 0 0 WILLIAMS C1668 - • ' ' . • C-1 -Q R -. .. . , . . 4x4L- . . • . 3 . . . , ., • ' • • 2x41 ...,:.--- ‹. 2x4II. - .. .. . 12 • 3'.....---- ......---- , ... , Ec4i7 ,,----„...--- - 2x411 . .-----___...--,W , , ,: *-1L.,:,-.-----, L . 3.-06-01 ., , . ..------- • 2 - .... ......„,,,,, . , . . _.-----•_...--- • . , , ,------ • . , • • _1(.- - iilL___ __ _0, • ---.....„. q, .....„...,. , L'.\,:; • F,L /1. -71,. A . R • 2x4 I I E D . ' 3x4r.-- 2x4 I! .2x4r, .. . . . TC 9.05-00 - 6-03-00 , ---- ' , . BC 4-0S-00 . i 2-00-00 ' 1.00-00 1----2-00-00 I 2 00.00 • ' .....1 • • ' -. 16-10-00 . . . . • . BOARD, FEET:TC 13 . 3 ',BC 13 . 3 ,WB 7 . 3 , TOTAL 34 ' HORIZNTL VERTICAL . HORIZNTL VERTICAL HORIZNTL VERTICAL As- 8- 5- 0 0- 0- O . I - 4- 0-'0 1- 6- 5 H - 4- 0- 0 0- 3- 8 - 2- 0- 0 2- 4- 5 G - 2- 0-' 0 0- 3- ' 8 n 0- 0- 0 3- 6- 1 . SP , 0- a- 0 ' 0- 3- 8 F 0- 0, 0 0- 3 - , 8 K 2- 0- 0 2- 4 , 5' . • E 2- 0- 0 .0- 3- 8 L • 4- 0- 0 1- 6- 5 D 4- 0- 0 • 0- 3- 8 C ' 8- 5- 0 0- 0- 0 • . ... , CHORDS' , , • - ' 2 2X 4 8- n- 0 B11, #2,,.3 ... _ , • . . , • 22.6 i'LLLL] 90.0 _ .• ' . - ' 2 2X 4 8- 4- 5 . . .TC $2S . .22.6-/LLLL\ 67.4 . . . .. . . . .' • • • . . . • WEBS ,,, . . • . . .. . . 2 2 4X 4 2- 1- W W2 STVD • . , 2 .2X 4 1- 3- 8 W1 STUD' . " 67.4 /14.1,L] 90.0 . ' . . - . , . • , . . • , . 1, .2 4 • 2 .10-13 W3 TrUP . . . 67.4 /CCCC) 30.0 . • . 67.4 \CCCCJ - . . . .. , . .. . , . . PLATES TYPE:. LOCK GAUGE; 20 . . -4 3,UU•X. 4.03 . . . . • 2 4.OC•X . 4.00 . . . . •.16 2.00 X , 4.00 . • , . . . • . 2 5,00 X 5.00 • , - - , . . . . •• • . . • . . . . , • .• .. . .:• . . , , ' . .. . . . • . ... . . „• . ' • . . ' . • . . .. . • , . • , . ... • ,• , • . .. . , . .. • . • . ._ . • . . . . - . • . . . , . 05/14/01 •MON 12:22 FAX 5188851041 SARATOGA LUMBER TRADERS Ilil009 QUAN TYPE SPAN P1-H1, OVERHANGS IJOB • MARK •7 1 GBL3 161000 5 0 ° IWILLIAMS C-Q R1668 I C-1 4x4- . T2xa 2x4 it . 12 J��=f'` -'��-`-.._K 5(2x411 3x4!I f' I ~� I- `` .]:1 3-06-01 �� 3 �`....� p�L U Aa F/1 zt /,H1L A H 2x4 it 5x,= E o c 3x4: 2x411 2x41! 2x4 11 3.4' • TC 8-05-00 _ 0-05-00 BC •4-05-00 I 2•00 00 12-00-00 ' i 2-00-00 12-00-00 I. 4.05-CO +'J - . 16-10-00 -- Dm • UniStar -- Version 40.0.31.2 LOAD CASE ((4 WIND // RIDGE . PLATING CONFORMS TC TPI RUN DATE: $ 14-01 LUMBER STRESS INCREASE: 33,3% VERIFY PLATE VALUES WITH PLATE STRESS INCREASE: 33.34: ROBBINS ENGINEERING. CSI SI'LE LUMBER 1.15FB • LOADING LIVE, DEAD ( Sr)P GRIP BASED ON SYP/SPF LUMBER TOP 0.39 2X 4 SPF-#2 1510 . TOP CHD 50.0 10.0 USING GROSS AREA TEST METHOD. BTM 0.07 2X 4 SPF-#2 1510 BTM CND 0.0 10,0 PLATES - 20 GAUGE LOCK . W8S 0.13 2X 4 SPFS-STU 759 TOTAL . 50.0 20.0 70,0 GRIPPING 514-250 PSI PER PAIR . REPETITIVE MEMBER STRESS USED. EXCEPTIONS: INCLUDES 15.0% INCREASE . A-B -13.3N 10.0 TENSION :1339 465 PLI PER PAIR LATERAL BRACING: B C -13.3N 10.0 SHEAR 784- 506 PLI PER FAIR TOP CHORD CONTINUOUS SUPPORT CRITERIA BTM CHORD - CONTINUOUS BOTTOM CHORD CONTINUOUSLY JT TYPE PLATE SIZE X Y TRUSS SPACING - 24.0 IN. SUPPORTED ALONG ENTIRE LENGTH. A 2003 3.00 X 4.00 6,2 3.2 • 8 3001 4.00 X 4.00 CTR 2.2 LOAD CASE #1 LEFT RICHT C 2003 3.00 .X 4.00 6.9 3.2 LUMBER STRESS INCREASE: 15.0% GIRD_ 01•N - OSX. OIN - OSX D 1001 2.00 X 4.00 CTR CTR PLATE STRESS INCREASE: 15.0'Y E 1001 2.00 X 4.00 CTR 0TH LOADING LIVE DEAD (PSF) MEMBR CSI P(LBS) t44'1.ST MS2ND P 110E 5.00 X 5.00 CTR 3.0 TOP CHD 50.0 10.0 TOP CHORDS G 1001 2.00 X 4.00 CTR CTR 'BTM CAD 0.0 10.0 A-I 0.39 21 C 0 305 H 1001 2.00 X 4.-00 CTR CTR TOTAL 50,0 20.0 70.0 I=J 0.39 54 C 2051 -234 I 1001 2.00 X 4.00 CTR CTR SUPPORT CRITERIA. J-B 0.11 65 T -14 0 J 1001 2.00 X 4.00 CTR CTR BOTTOM CHORD CONTINUOUSLY • B-K 0.11 63 T 0 25 K 1001 2.00 X 4.00 CTR CTR SUPPORTED ALONG ENTIRE LENGTH. K-L 0.39 • 54 C 234 -2051 ' I, 1001 9.00 X 4.00 CTR CTR L-C 0.39 13 C 305 0 LOAD CASE #2 WIND FROM LEFT BOTTOM CHORDS NOTES: LUMBER STRESS INCREASE: 33.3% A-H 0.07 37 T 0 346 1. TRUSSES MANUFACTURED BY - PLATE STRESS INCREASE: 33.3% H-G 0.07 37 T 346 -33 SARATOGA LUMBER TRADERS LOADING LIVE DEAD (PSF) G-F 0.03 37 P 33 0 2. ANALYSIS CONFORMS TO TOP CHD 50.0 '10.0 F-E 0.03 37 T 0 -33 BOLA (ANSI/TPI 1-1995) , 8TM CHD 0.0 '10.0 E•D 0,07 37 T ' 33 -346 3, WIND LOADS - ANSI/ASCE 7-93 TOTAL 50,0 20.0 704 D-C 0.07 .37 T 346 0 TRUSS IS DESIGNED AS A EXCEPTIONS: WEBS MAIN WIND-FORCE RES SYSTEM A-8 -16.1N 10.0 ' H-I - 477 C G-J - 175 'C WIND SPEED - .70 MPH' B•C -13.3N 10.0' P-B - 202 C E-K - 175 C MEAN ROOF HEIGHT - 25' SUPPORT CRITERIA D-L - 477 C EXPOSURE CATEGORY - C BOTTOM CHORD CONTINUOUSLY OCCUPANCY CATEGORY - .I SUPPORTED ALONG ENTIRE LENGTH. DL+LL DEFL = 0.06' IN A-I OCEANLINE DIST - 100 MILES LL DEFL BEG-SPAN/360 LOAD CASE #3 WIND FROM RIGHT SPAN/DEFL (DL+LL) - 999 . LUMBER STRESS INCREASE: 33.3% .PLATE STRESS INCREASE: 33.3% . LOADING LIVE DEAD (PSF) TOP CUD .G.r 10.0 BTM CHD 0.0 10,0 TOTAL $0.0 '20.0 70.0 EXCEPTIONS: A-B -13.3N 10.0 • B-C •16.1N 10.0 SUPPORT CRITERIA BOTTOM CHORD CONTINUOUSLY SUPPORTED ALONG ENTIRE LENGTH. . •05/14/01 MON 12: 2_ FAX 51.88851041 SARATOGA LUMBER TRADERS. - Z 01.0 QUAD TYPE SPAN P1-H1 OVERHANGS . TOB ' { MARK 1 GBL3 121000 '5 0: 0 WILLIAMS C-Q R1668 _ L, -2 _, . 4x4=• B r r'� -- i9- . 12 2X4 i s: �` -- 2�x4 II' ' SI U % .- I -'. �-,. U • . l�r I �� 2-06-01 _- — _ -- ../. 1 yam``~ '� . � ZIP E L\ ' 2x4 II 2�x4 II D 3X4% 2x4 II 3X4== 'TC 6-05-00 6-05-00 BC 4-05-00 I . 2-00-00 , 2 00 00 I 4-05•00 ' . lz-to-Or, - _--- ...__.- ..-.1 • ' $OARD FEET:TC . 9 .3 ,.BC • 9 - 3 ,WB" 3 . 7 • ,TOTAL 22 HORIZNTL VERTICAL HORIZNTL VERTICAL HORIZNTL VERTICAL A - .6- 5- 0 0- 0- 0. G 2- 0 0 1- 6- 5 F - 2- 0- . 0 . 0- 3- 8 • • B. 0- 0- 0 2- , 8- 1' . . E 0- 0,. '0 0- 3- 8 H 2- 0•- 0 1- 6- 5. D 2- 0- 0 '0- 3- 8 C . 6- 5- 0 0- 0- 0 CHORDS . 1 2X 4. 12 10•• .0 131 142S . 22.6 /LLI \ 22.6 • • • 2 2X 4 6•• 2- 9 TC #7,.5 • 22.6 ./LLLL\. 67.4 WEBS • 2 2x 4 1- 3• 8 W1 .STUD . 67.4 /LLLL) U.0 , 1 . 2X 4 2- 0-13 W2 STUD • ' . 67.4 /CCCC] 90.0' 67.4 \CCCCJ - . . _ . • PLATES TYPE-:- LPCK GAUGE; 20 •' ' • 4 3.00 X 4.00 - - 4.00 X 4.00 - ]0 2.00 X 4.00 - • 05/14/01 MON 12:23, FAX 5188851041 SARATOGA LUMBER TRADERS 03011 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 1 GBL3 121000 5 0 0 WILLIAMS C-Q R1668 C-2 j • .41)--• r 12 2X4II �� .� •.': `2x4II 5 I- G.`' - -- _ H I- - -_ Ty---"-- ' C - 2-oA-ol / " �-r`• J 10 .------- ------ li 21 -,........ ---,, Id „ „.... cqam- -� � -- /� `` % --- A A,P Eza1 A_ .0 A :sx411 2x•I 11 0 C 3x4=• - 2x4 II . 3 4=. ' TC 6.05-00 6-P,5 n0 8r 4-05-00 .•,1 2.00-00 1 2-00•00 1 4-0L-00 t- • • UniStar -- VerS1On 40.0.312 LOAD CASE 114 WIND // RIDGE PLATING CONFORMS TO TPI RUN DATE: 5-14-01 LUMBER STRESS INCREASE: 31.3% VERIFY PLATE VALUES WITH PLATE STRESS INCREASE; 33.3% R.OBBINS ENGINEERING. CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) GRIP BASED ON SYP/SPP LUMBER TOP 0.42 2X 4 SPF-#2 151,0 TOP CHD 50.0 10.0 USING CROSS AREA TEST METHOD, BTM 0.07 2% 4 SPF-#2 1510 BTM CHD 0.0 10.0 PLATES - 20 GAUGE LOCK WES 0.13 2X 4 SPFS-STU 759 TOTAL 50.0 20,0 70.0 GRIPPING 514-250 PSI PER PAIR REPETITIVE MEMBER STRESS USED. EXCEPTIONS; INCLITDF.S 15.04 INCREASE A-8 -11.3N 1.0,0 'IF.NSION 1339- 465 FLI PER PAIR LATERAL BRACING: B-C -13.3N 10.0 SHEAR 7Q4- 506 PLI PER PAIR TOP CHORD - CONTINUOUS SUPPORT CRITERIA ' BTM CHORD - CONTINUOUS BOTTOM CHORD CONTINUOUSLY .TT TYPE PLATE SIZE X I . TRUSS SPACING - 24.0 IN. SUPPORTED ALONG ENTIRE LENGTH. A 2003 3.00 X 4.30 6.2 3.2 B 3001 4.00 X 4.00 CPR 2.2 LOAD CASE #1 LEFT RIGHT. C 2003 3.00 X 4,00 6.2 3.2 LUMBER STRESS INCREASE; 15.0% GIRD 01N - 05X OTN 0Sx D 1001 2.00 X 4.00 CTR CTR PLATE STRESS INCREASE: 15.0% E 1001 2.00 X 4.00 CTR CTR LOADING I,TVR ,DEAD (PSF) MEMBR CSI P(LBS) McW1:,T MC32ND r• 1001 2,00 X 4.00 CTR CTR TOP CHO 50.0 10.0 ' - TOP CHORUS - 0 1001 2.00 X 4.00 CTR CTR 8TM CHD - 0.0 10.0 A-c; 0.42 11 C 0 311 II 1001 2.OU X 4.00 CTR CTR TOTAL 50.0 . 20.0 70..0 G-B. 0.39 4$ :C 190 •0 SUPPORT CRITERIA B-II 0.39 47 I' 0 330 NOTES: BOTTOM CHORD CONTINUOUSLY 1I-C 0.42 10 T 20A1 0 1. TRUSSES MANUFACTURED BY •• SUPPORTED ALONG ENTIRE LENGTH. BOTTOM CHORDS SARATOGA LUMBER TRD,OERS A-P 0.03 29 T 0 -3G2 2. ANALYSIS CONFORMS TO LOAD CASE #2 WIND FROM LEFT F-E 0.07 29 T 762. 61 BOCA (ANS:/TPI 1-1995) • LUMBER STRESS INCREASE: 33.3% E-D 0.07 29 T -61 -362 3. WIND LOADS - ANSI/ASCE 7-93 PLATE STRESS INCREASE: 33.3% D-C 0.07 29 T 362 0 TRUSS I5 DESIGNED AS A LOADING LIVE DEAD (PSI') • WEBS MAIN WIND-FORCE RES SYSTEM TOP CHD 50.0 10•0 F-0 - 481 C E-B - 61 C WIND SPEED - 70 MPH BTM CHD 0.0 10.0 D-H - 4$9 C MEAN ROOF HEIGHT - 25, TOTAL 50.o 20.0 70.0 EXPOSURE CATRCORY - C EXCEPTIONS: DL+LI, DEFT, - 0,06 n IN A-G OCCUPANCY CATEGORY - 1 A-B -16.3N 10.0 LL DEFL r, ERG-SPAN/360 OCEANLINE DIST 100 MILES B•C -13.3N 10,0 $PAN/DEFL (DL,LL) - 999 SUPPORT CRITERIA ' BOTTOM CHORD CONTINUOUSLY SUPPORTED ALONG ENTIRE LENGTH. LOAD CASE 113 WIND FROM RIGHT LUMBER STRESS INCREASE: 33.3% PLATE STRESS INCREASE: 33.2k LOADING LIVE DEAD (PSF) - TOP CRD 50.0 10.0 BTM CHD 0,0 10.0 TOTAL 50.0 20.0 70,0 EX(:RPT I ONS: • A B -11.1N 10.0 • B-C -16..0N ' 10.0 SUPPORT CRI' LK1A • _ BOTTOM CHORD CONTINUOUSLY SUPPORTED ALONG ENTIRE LENGTH. Y 05/14/01 MON 12:23 FAX 5188851041 SARATOGA LUMBER- TRADERS Z012 QUAN TYPE SPAN P1-H1 OVERHANGS JOB • MARK 1 GBL3 81000 - 5 0 OIWILLIAMS C-Q R1688 C-3 • 3,4II • e � • • �— yam• n .,~, �. . Tr 1-10-01 A 2x4 II C ix4 y 3Xi=:' TC 4-05-00 m.•,. _ 4-05-00 • 8C 4-05-00 4-05.90 _.._ 8-10 00 — - — - • BOARD FEET:TC 6 . 7 ,BC 6. 7 ,WB 1 . 0 , TOTAL 14 HORIZNTL. VERTICAL - HORIZNTL VERTICAL HORIZNTL VERTICAL A - 4- 5- 0 0- 0- 0 B 0- 0- 0 1-10- 1 D 0- 0- 0 0- 3- 8 C 4- 5- 0 0- 0- 0 CHORDS • 1 2X 4 6-10- 0 Di 42S 22.6 ...i.LL\ 22.6 Z 2X 4 4- 0. 5 TC 42S • - 22.6 /LLLL\ 67.4 WEBS 1 2X 4 1• 2.13 W1 STUD 67.4 /CCCC] 40.0 67.4 \CC,'CC'J - • PLATES • - TYPE: LOCK •GAUGE; 20 6 3,00 X 4.00 • • 2 P.00 X 4,00 4 .05/14/01 MON 12: 24 FAX 5188851041 SARATOGA LUMBER TRADERS e013 QUAN TYPE SPAN • P1-H1 OVERHANGS JOB MARK 1 GBL3 81000 5 0 • 0 WILLIAMS C-Q R166$ C-3 , • • 3x40 . • 12 ...-. ^ - 51 A 7X4;I C 3x4-. 3Y.. i TO 4-05-00 4 OS CO DC 4 05 00 L•....-_.- -- 4-OS-0O 1..0- .._ -- B-lU-OU r..j UaiSGar - - VOrFion 40,0.312 LOAD CASE #4 MIND // RIDGE NOTES; RUN DATE: 5 14-01 LUMBER STRESS INCREASE: .33.3k 1. TRUSSES MANUFACTURED BY - PLATE STRESS INCREASE: 33,31 SARATOGA LUMBER TRADERS CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) 2. ANALYSIS CONFORMS TO TOP 0.53 2X 4 SPF-42 1510 TOP CHU 50.0 10.0 BOCA (ANSI/TPI 1-1995) . BTM 0.10 2X 4 SPF-#2 1510 , BTM CHO 0.0 10.0 3, WIND LOADS - ANSI/ASCE 7-93 WBS 0.12 2x 4 SPFS-STU 759 TOTAL 50.0 20.0 70.0 TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. EXCEPTIONS: MAIN MIND-FORCE RES SYSTEM A-B -14.BN 10.0 WIND SPEED - 7.0 MPH LATERAL BRACING: B-C -14.BN 10.0 MEAN ROOF HEIGHT , 25. TOP CHORD • CONTINUOUS • SUPPORT CRITERIA EXPOSURE CATEGORY - C STM CHORD - CONTINUOUS BOTTOM CHORD CONTINUOUSLY OCCUPANCY CATEGORY - 1 TRUSS SPACING 24.0 IN. SUPPORTED ALONG ENTIRE LENGTH. OCEANLINE DIST - 100 MILES LOAD CASE #1 LEFT RIGHT . LUMBER STRESS INCREASE: 15.0 GIRD OIN - ORX OIN - OSX PLATE STRESS INCREASE: 15.04 LOADING LIVE . DEAD (PSF) MEMOS CSI P(LBSS) MV1ST M:I2ND TOP CND 50.0 10.0 TOP CHORDS BTM CHD 0,0 10.0 A•B -0.53 56 C U 0 TOTAL 50.0 20.0 '/0.0 B-C 0.53- , 56 C 0 0 SIJPPORT-CRITERIA - BOTTOM CHORDS BOTTOM CHORD CONTINUOUSLY A-D 0.10 52 T 0 -470 SUPPORTED ALONG ENTIRE LENGTH, D•C 0.10 52 T 470 0 WEDS LOAD CASE #2 WIND FROM LEFT D-R 433 C • LUMBER :`.TRESS INCREASE: 33.3b • PLATE STRESS INCREASE: 33.39 DLi•LJ.. V 'FL = 0.10" IN B-C LOADING LIVE DEAD (PSF) LL DEFL . BRO-SPAN/360 TOP CHD 50.0 10.0 SPAN/DEFL (DL+LL) - 999 BTM CHD 0.0 10.0 TOTAL 50.0 ' 20.0 •70.0 PLATING CONFORMS TO TOT EXCEPTIONS; VERIFY PLATE VALUES WITH A-9 •16.3N 10.0 RCBBINS RI3O:NEERINC. R C -13.3N 10.0 GRIP BASED ON SYP/SPF LUMBER SUPPORT CRITERIA USING GROSS AREA TE5T METHOD. BOTTOM CHORD CONTINUOUSLY PLATES - 20 UAUGE LOCK SUPPORTED ALONG ENTIRE LL"NUTH. GRIPPING 514-250 PSI PER PAIR . - INCLUDES 15,014 INCREASE ' LOAD CASE #3 WIND FROM RIGHT TENSION 1339- 445 PLI PER PAIR LUMBER STRESS INCREASE; 33.34 SHEAR 784 SOS PLI PER PAIR PLATE STRESS INCREASE: 33.3v' LOADING LIVE DEAD (PSF) JT TYPE PLATE SIZE X '1 . TOP OHD 50.0 10.0 A 2003 3.00 X 4.00 .•1, 3.2 BTM CHD 0'.0 . 10.0 B. 3001R 3,00 X 4.00 .2 CTR ' . TOTAL • G0.0 20.0 70.0 C 2003 3.00 X 4.00 6.2 3.7. EXCEPTIONS: 0 1001 2.00 X 4.00 CTR CTR . A-B -13.3N 10.0 D-C -16.3N 10.0 R = PLATE IS ROTATED BY 90 DEG SUPPORT CRITERIA BOTTOM CHORD CONTINUOUSLY • ' 05/14/01 MON 12:24 FAX 5198851041 SARATOGA LUMBER TRADERS 42]014 - QUAN TYPE SPAN PT-Hi OVERHANGS JOB MARK I - 1 GBL3 4100,0 5 0 0 WILLIAMS C-Q R1668. -: C-4 • , -ay.4_ _ • �y s•s ss'u. �•� 1-0U 01 .' `�` ' 'g M�k _,,ys't's:x x -- >i S A C ' . JAC'? -3x4 TC 2-05-00 - • .1..,..._..._. 2-05-00 BC - 4-10-00 • 1*--14.10-00 — ' — -- - c^ BOARD FEET:TC ° ' 2 . 7 , BC ' 3 . 3 WB . 0 , 0 , TOTAL 6 HORTZNTL.... VERTICAL HORIZNTL VERTICAL IORIZNTL VERTICAL A — 2— 5— • 0 ' .0— 0— 0' B 0— 0— 0 1- 0— 1 • C ' 2- 5- 0 0— 0— 0 CHORDS 1 ' 2X 4 • 4-10- 0 .B1 #2S ' 22,6 /LLLL\ 22.6 , - 2 2X 4 1. 10 5 TC 020' , - 22.6 /LLLL\ 67.4 - ' • PLATES . • - TYPE. LOCK CAUGE1 20 ' - • • 6 3.00 X .4:00 ' . 'fl 14�/01 MON 12:25 FAX 5188851041:, • ` SARATOGA LUMBER TRADERS Z 015 / QUAN' TYPE -SPAN . P1-H1 OVERHANGS4.JOB ^. ' , ' ? MARK 1 GBL3 41000 • 5 0 0- JWILLIAMS C-Q R1668 C-4 3x4'-' 12 -�� -•k` ... SiF'.'K,s n%a ,'.. C1-0o p'1 _ %! �',-yam ~ - `_` • . , B1 . ,, . _ -7- ::-.4D' . 0 - • • 3x4 3x4 -. . ." I TC 2-05-00 _ _ 2-05-G0 BC 4-10 0 -• UR1Star -- version 40.0.312 LOAD CASE 43 WIND FROM RIGHT PLATING CONFORMS TO TPI • RUN DATE; 5-14-01 • LUMBER STRESS INCREASE: 33.34 VERIFY PLATE VAI.UFS".WITH . PLATE STRESS INCREASE: '.3.3% RCRRTNS ENGINEERING. CS: SIZE LUMBER 1.1SFR LOADING LIVE DEAD (PSF) ,. GRIP BASED ON:GVP/SL:F,LUMBER • TOP 0.11 2X 4 SPF-42 1510 TOP CHD 50.0 10-U USING CROSS AREA TEST METHOD. BTM 0-16 2X 4 SPF-42 1510 BTM CHO 0.0 10.0 ' PLATES • 20 GAUGE„LOCK a" REPETITIVE MEMBER STRESS',USED. TOTAL 50.0 20.0' :'0.0 GRIPPING 514=250 1'S! PER PAIR EXCEPTIONS; L INCLUDES 15.09 INCREASE LATERAL BRACING: A-B -13.3N 10.0 TENSION 1339- 4,65 -PLI^,PEIZ PAIR TOP CHORD - CONTINUOUS B-C -16.3N -1"0.0 • SHEAR 784- 506 PLI .,?e".R PAIR BTM CHORD - CONTINUOUS SUPPORT CRITERIA . J, 'TRUSS SPACING .-,. 24:0 IN. . JT - TYPE HORZ VERT WIDTH JT TYPE PLATE SIZE X Y . LBS LBS :N-SY. A 2003 3:.0 X 4.0,0 6,2 3.2 ' LOAD CASE $1 ' A PIN ••4 2'' 5. 8 B 3000 3.00. X 4.00 CTR 2.2 LUMBER STRESS INCREASE: 15.0* , C HORZ RLR 0 13 5- 8 C 2003 3.00 X 4.00 '6.'2'.. 2..2 PLATE STRESS INCREASE: 15.0% - • . LOADING LIVE "DEAD (PSF') LOAD CASE.#4 WIND // R1DGE NOTES; TOP CHD. 50.0 -1.0.0- LUMBER STRESS INCREASE: 33.3%' ' 1. TRUSSES MANUFACTURED BY - , BTM CHD 0.0 10,0.-, PLATE STRESS INCREASE:. 33.3% SARATCGA;LUMBER TRADERS TOTAL ' 50.0 20:0 70.0 LOADING LIVE DEAD (PSF) 2. ANALYSIS CONFORMS TO SUPPORT CRITERIA . TOP CHO 50.0 10.0 BOCA (ANSI/TPI 1 1995) . .7T .RFACT.WIDTH JT REACT WIDTH BTM CHD 0.0 10.0 3. WIND LOADS • .ANSI/ASCE 7-53 'LBS 'IN-SX LBS' IN ex TOTAL 50.0 20.0 70.0 TRUSS IS DESICiNSO AS A ' A 278 5- 8 C 270 5- 8 EXCEPTION5: MAIN 'WIND-:FORCE RES SYSTEM . A-a -14.8N '10'4 WIND SPEED - 70 MPH LOAD CASE #2 WINO FROM LEri' B-C -14.8N 1O,0 MEAN-"ROgE'REIGHT - 25' LUMBER STRESSS-INCREASE: 33.3% SUPPORT CRITERIA , EXPOSURE_CATEGORY -.0 ' PLATE STRESS INCREASE: 33.34; JT TYPE HORZ VERT WIDTH OCCUPANCY CATFGORy - . LOADING LIVE DEAD (PEP} LBS LBS TN-SX OCEANLINE' DISST '- 100 M:LEA -TOP CHD 50 y0 10.0 A . PIN 0 34 5- 8 __ . BTM CHD. Oft O 10.0 C HORS RLR 0 1:3 57 8 TOTAL 50'.0 20.0 70.0 1,- EXCEPTIONS: ,LEFT RIGHT _ A-B •16.3N 10.0 GIRD OIN - USX 0IN - OSX B-C -43.3N 10.0 SUPPORT CRITERIA MEMBER FORCES (LBS) JT TYPE HORZ VERT 'WIDTH ' TOP CHORDS LBS LBS TN-SX A-B. - 106 C 8-C - 305 C " . • A PIN 4 21 5- 8 BOTTOM CHORDS • • C HORZ RLR 0 19 5- 2 A-C •- 282 T - ' WEBS _;r. . DL+LL DEP r. 0.01" IN A-C - - . LL DEFL < BRG-SPAN/360 ' . SPAN/DEFL (DL+LL) = 999