The URL can be used to link to this page

Home My WebLink About32988-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32743 Date: 11/21/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 815 COTTAGE (HOUSE NO.) County Tax Map No. 473889 Section 122 WAY (STREET) Block 2 MATTlTUCK (HAMLET) Lot 23.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 25, 2007 pursuant to which Building Permit No. 32988-Z dated MAY 3, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CDCLI HOUSING DEV FND CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMEIlT OF HEALTH APPROVAL R10-07-0023 11/09/07 ELECTRICAL CERTIFICATE lIIO. 117182C 11/02/07 09/12/07 CHARLES BRUNO PLUMBERS CERTIFICATION DATED ~'"~ Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings. property lines. streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifYing that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction:)(., Old or Pre-existing Building: Location of Property: ~ l ":;'" c.-v-tta~e I Q)/1 . ~_ House No. S et (check one) ma-thk l Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section } d ).. Block d. SUbdiViSi~C-nth~....... q\ Oh:l:h-l.r L Filed Map. Permit No. ~.::l '1 ~"K Date of Permit. Applicant: Lot J3, X' Lot: f Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ~ licant Signature ~ .1'3 Lf32... CO~3)7~3 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32988 Z Date MAY 3, 2007 Permission is hereby granted to: CDCLI HOUSING DEV FND CORP 2100 MIDDLE CTY RD CENTEREACH,NY 11720 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER PLANNING BOARD Wl APPROVAL AS APPLIED FOR at premises located at 815 COTTAGE WAY MATTITUCK County Tax Map No. 473889 Section 122 Block 0002 Lot No. 023.008 pursuant to application dated APRIL 25, 2007 and approved by the Building Inspector to expire on NOVEMBER 3, 2008. Fee $ 776.40 /~ Ca. / Authorized Signature ORIGINAL Rev. 5/8/02 TOWIlI..U, S30~ M.ln Roaol P.O. 8<)l( 11 nI SoIllllold, New York 11971-0959 "...r~~Z~>:~ " ~~~ffa[-r tl~~' I!.$-.~" Il~~. <A. ~! ,?3 ~ ~. . '" .... . ..... 1,,1 \. <?4J '" ~ "Jti ~~~1~V Fax (6~1) 765.1823 T.lcpb.- (Ql) 76$-1802 BUILDINQ Dl!1'ARTMIlNT TOWN OF SOtJTHOLD CERTIFICATION Date: ,9/1 2-(1 ,1 7 Building Permit No. 3d-g '8~ Owner: C-D C LI (please print) Plumber: t?/ltfeLeS KR U jL/ tJ (please print) I certify that the solder used in the water supply system contains less than 2/1 0 of I % lead. eLLZ.t-~ (Plumb'ers Signature) Sworn to before me this /;2 ~ , day of ,Jr,FU- ,20JJ...+ O(iACV~~ Notary Public, j .r~()f /< County SOPHIA SMIMMO Notary Public State 01 New York No. 4604011 Qualified In Suffolk County Term Expires February 28"7 /'/1 KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair IrOJ ~ .@.'.~ ~ ~ ~j r' IUO[-2~-}:;1 l ..70,,.,r "'~.)n.' ' OFFICE WCAll0N: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Building Department From: Anthony Trezza, Senior Planner Date: November 26, 2007 Re: The Cottages at Mattituck It has been brought to the Planning Board's attention that the Building Department is preparing to issue Certificates of Occupancy for a number of residences in the recently constructed Cottages at Mattituck. Please be advised that the Planning Board has no objections to the issuance of the CO's because the builder has agreed to complete the installation of the monuments within 60 days of the date of this correspondence. In addition, the Town will not release the bond until such time as all work is completed. MERCURY TEST CERTIFICATION BY CONTRACTOR DATE: Q-r2--0--=1 Plumbing Contractor: Park Avenue Plumbin2 Corooration Address: 856 Johnson Avenue Suite 2 Ronkonkoma. N. Y.1l779 Telephone: (631) 981-3800 Fax: (631) 981-3861 Plumbing License # 1543P Name of Licensee: Charles Bruno Owner of Property: L...."DC-1- -:t:- Address of Property: g \ ~ lD ti Q Y. \;U Q ~ Section \ 1- L Block 0 001.- Lot () 1..- ~ .0 0 8' Permit# ~House# ~e, 1'5'" t:>~ b+-,t\:: 1 Telephone # of Owner: ~ l- t,;;} l ~ Type of Gas (LP) (NG) ;II f I certify that I am a licensed Plumber in Suffolk Countv and have performed on this date a mercury test on existing or)( new (please check) gas piping located at the address above and that no gaS leaks were detected. fLd ~A~'~l Licensed Number License # /~ L/? ? , 3'd-Cf l~ Z ~7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING f<[ FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUC'nON [ ] FIRE RESISTANT PENETRAnON REMARKS: ,F~ ~,~ of;, e~ ~ rI-- flotf ~dYJ'\~' ~.~ r-. C2- tr(C-- 0 ) ~ 01> DATE II ~ 11-07 INSPECTOR ~~ J;)...?rf~ -hk7 TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION /t9--~ ~ -~ ~~of:>- ;11~ ~ 6/)', / ~ ~ - .,/}. ~ ~~~ tf~3o I D ~ r-I.f~o 7 DATE INSPECTOR ~~ 3 ~'t lo z.. \41t7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON REMA~S: ~ rI- ~~aAlLO ~~~~ ~ ~/g~. DATE f,./-o7 INSPECTOR ~,~ 3d-~ g- r z- #-#7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND ~IN~STRAPPlNG [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRIJCnON REMARKS: P<{ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON DATE 7--~1- "7 INSPECTOR A ~ ;~ 3r~ YD Z. -M:-7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION pQ FRAMING ~RAPPlNG) [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRlJCnON [ ] RRE RESISTANT PENETRAnoN REMARKS: ~ok7. DATE ~--~?, -~ '1 INSPECTOR ~~ 3;;-q 10 Z- Ji:t 7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST ~ FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON REMARKS: 7!6N~ )S'L ~ DATE 0//3 -07 INSPECTOR ~ ~ 3Q1-.11? Z- 1-it:7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION pq FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRlJCnON [ ] FIRE RESISTANT PENETRAnON DATE b- r - 07 INSPECTOR .A~ .- FIELD INSPECTION REPORT DATE I COMMENTS I.)l b '/..'If. 1"1 ) -'+' ,. AI I ~. lJ ~ 't::;;S ~ '" - ~ d/" f.I 1/ ~.,;~. A .JJ, V~ j) ~ FOUNDATION (1ST) ~.......__/./1 IffL. R~ ?>'.~ - ~~V cfJ .., (7 V V v' '= rF"" ----------~------------------------- L--I}-1l 1 , W J j ,.- 1:,\ ~ t:JS 7-~ --'" FOUNDATION (2ND) , ~ /- ~D 'lj J n...--- 1'5' ~ 'h ' JIb./) Le- V ---- -J L--- rY n~J.V, o'j,p ///. r-~ Z , A, .... --, ~ p I & -'II{, 97 ~n. I -" CJ, 0(/\ ft7::L ~ rA // rJ , /P ~ '" '1,M/l 1"1 ~Il/ ---~ t.... V .f), II. ..L/ n . If\ ~ ROUGH FRAMING & .. . - . q ~,-)-!T dAe Ok(/ ~A ''-/ ~ .., PLUMBING P , ~ 4 )' --- -, ~ ...... ~ '1:1~1 Ii -.. (h+:-_~ /._/JO .I) .j/J r7--- ~== / -~;::, JIb. nO. 0'_\::::, loA.! ~ V v V rr "- _. r~ INSULATION PER N. Y. V YL~::r,. ." .- ~ A%.. If) ~n.. 71-: 7T -I-~D -b-. -I~ 1..- ~- ...-:: ~ .., STATE ENERGY CODE II D- ')J/--O /d--;::;. ro. ~ 'l/ A 7 ~ &k ~ /J~L1_n~~ R -f . // ..5)% ~ ~. FJ_ - (J . // ~, 5 or. If ,/ 'f- II ~ .0 1 v.v {)!Ie. :j::- j', ':.. , - Ift~ ~ '12.1) JI A _.....It- l\Q-L':-d, .- /k ().../1 j) g~, V- /D FINAL // V 7 (j ~ '-- ADDITIONAL COMMENTS (') & / dO /1-- 0)., ..// I/,? / (1-<--- C1 , I ~/ r- - / 0 -- I~ --- r-I ~ - -. - ., - ~ \~ ~~ o ::l o(l~ ITJ q ~ 5~ I == _.- l~ (;J ~ ~ --.J ~ " I DECLARATION OF COVENANTS AND RESTRlCTIONS DECLARATION, made the 3~ day of December, 2006, by CDCLI Housing Development Fund Corporation, having an office at 2100 Middle Country Road, Centereach, New York 11720, hereinafter referred to as the Declarant. WHEREAS, the Declarant is the owner of certain real property situate at 895 Factory Avenue, Mattituck, Town of Southold, County of Suffolk and State of New York, more fully described in Schedule A annexed hereto, and WHEREAS, the Declarant has made application to the Planning Board of the Town of Southold for approval of a 22 lot Standard Subdivision in the Affordable Housing District known as "Cottages at Mattituck", and WHEREAS, in consideration of the granting of subdivision approval, the Planning Board of the Town of South old has required certain covenants as a condition of said approval and that this Declaration be recorded in the Suffolk County Clerk's Office, and WHEREAS, the Declarant has considered the foregoing and determined that the same will be for the best interest of the Declarant and subsequent owners of said parcels. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the Declarant, for the purposes of carrying out the intentions above expressed, does hereby covenant and agree that the said premises described in Schedule "A" annexed hereto shall hereafter be subject to the following covenants which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. No Further Subdivision. There shall be no further subdivision of any lot in perpetuity. 2. No Lot Line Change. There shall be no modification of any lot line without the approval of the Planning Board. 3. Non-Disturbance Buffer. The lots shall contain a non-disturbance vegetation . t buffer at the rear of each lot as shown on the filed map and as set forth below (the Buffer Area): Lot I: 25 feet, and in addition, the northerly area of Lot I as shown on the filed map. 25 feet. 15 feet 15 feet in the area shown on the filed map. 20 feet 25 feet in the area shown on the filed map. 25 feet. Lots 2 through 5 inclusive: Lot 6: Lot 7: Lot 10: Lot 12: Lots 13 through 22, inclusive: No trees or natural vegetative cover may be removed within the Buffer Area; except for the removal of noxious, dead and decayed vegetation; provided that the area in which maintenance activity is conducted will be re-vegetated in accordance with a plan approved by the Planning Board with species native to Long Island and the State of New York. Such clearing and replanting shall be subject to prior review by the Town Planning Board to insure the proper maintenance and preservation of the natural buffer. Noxious vegetation shall mean poison ivy or other poisonous plant material, bamboo, or vines or other invasive species which threaten the health of trees or other natural undergrowth within the buffer. No structures may be erected within the Buffer Area, except I) a fence around the outer perimeter, and 2) an unlit sign within the Buffer Area of Lot I setting forth the name of the subdivision, all of which shall be in compliance with Town Code. No dumping of debris or other action inconsistent with the non-disturbance purpose of the Buffer Area is permitted in the Buffer Area. 4. Perpetual Affordability. The subdivision is subject to a Declaration of Covenants and Restrictions dated November 17, 2006, and recorded in the Suffolk County Clerk's Office in Liber 12480 cp 627, covenanting, inter alia, that all the lots in 2 .- . f such subdivision are subject to the provisions of the Affordable Housing District as set forth in the Southold Town Code, 5. All structures with impervious areas shall control and retain surface runoff through the use of gutters, leaders and subsurface drywells. 6. Driveway Access. There shall be no driveway or other vehicular access from Lot 9 to Factory Avenue. Vehicular access to all lots shall be from Sound Avenue only, except for emergency access over the access designated on the filed map. 7. These covenants and restrictions can be modified only at the request of the then owner of the lot with the approval of a majority plus one of the Planning Board of the Town of South old after a public hearing. Property owners of other lots in the subdivision which adjoin or are across the street from the lot subject to the modification request shall be entitled to notice of such public hearing but their consent to such modification shall not be required. IN WITNESS WHEREOF, the Declarant above named has executed the foregoing Declaration the day and year first above written. CDCLI Housing Development Fund Corporation , , \ COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK SS.: I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Reco~t~ ce11ify t!~at I hav.e compared the annexed with the ongll1al ........... .."".........RECORDED 111 the office on /.~/.r.':f..IP..lf. under LIBER .I.0..':I..<'>..0......PAGE ii'JI.and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court on this...1.':;. . day of..:::o~.........., 20.~ .r:,. \ ~ CLERK. .QM-~' .a~.... -,4.l'.-' U TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ .. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying') Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: . ... PERMIT NO. ~ ;:)..-1 ~1 Cf; -1'? ,20 D7 f132052J Examined Approved Disapproved ale Mail to: Phone: Expiration 11/ '3:>,20Q'- , I (;JJ.~ 'Building Inspector Q,'2.5l APPLICATION FOR BUILDING PERMIT Date c( llo,20ll INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. '-{., ~ re of applicant or name, if a corporation) ~ lb.'C> CllM.r~ tll :<... \U <(1 (Mailing address of applicant) State whether applicant is owne~see, agent, ~chitect, engineer, general contractor, electrician, plumber or builder ~~~ ~L.L-LJA~ Name of owner of premises c"1::Y' .J- -:r:. . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of ~and on wh~h l?~oposed work will be done: % \ .J (~~~ I D.... , , House Number Street , \ -;). c>- County Tax Map Nor' II ?OO Section ~ Block (;) ~ Subdivisi~ p ~ aot ~ cL,Filed Map No. (Name) \'f\n -U-~ ,(' t' Hamlet d3,~ ill Lot ~~ -f" ".7 Lot 2. State existing use and occupancy of premises and intended. 'Use I!,nd occupancy of proposed construction: a. Existing use and occupancy . b. Intended use and occupancy Y\..e.1"') ~ ~.:S(dJ e ALL' D. 3. Nature of work (check which applicable): New Building Repair Removal Demolition )C Addition Other Work Alteration (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ~ Number of dwelling units on each floor If garage, number of cars I 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3D I Rear ~D I Height _l"'i<' I Number o~ Rear I Depth iil 9. Size oflot: Front Rear Depth 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES _ NO',L 13. Will lot bere-graded? YES~NO_ Will excess fill be removed from premises? YES_NO-X- 14. Names of Owner of~emises Address Name of Architect . ("\ C"", ~ C......v'\f\ 0 \ \a.. Address" ~'D\... o,"un Name of Contractor Address Phone No. Phone No t:::;J~-~/01) Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO \.j2 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B~REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ~ SS' COUNTYO .~). ~ ~u A,~, ,-,. r lClC>lke being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~~~\- ( tractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo~)S2efuremet~ Jl{T'~ day of {lJWh 20 01- ~tu~!:u:;:~ aA ~ l~ dANIAN R. VOlLARO Nol8ry Pubic. State of New Yolk No. 0lV06157197 QuIIIIed In Suffolk County Cu....iIeeIon ExpIres Dec. 4.2010 1-01 / D~ ~5! ;)1 P/ t j'}o,) fV ~ ~ COTTAGE PROP, CB N 17"21'04" W LOT 7 AREA=11,323 S.F. '" .n .., 17.0' o ,; 77,.5.3' , " >- g 1 STY. RES. FNO. ONLY [TOP OF FND-26,1] CELLAR ENT. LOT 8 (VACANT) r WA r:J 1UV/ I I ! PR . CONCRETE etma-... 69.08' 27," '" ~ '-, -..- ~ 15' NON-OISTuR8ED VEGETATEO BUFFER S 17"21'10" E ~ 41.58' n <0 w . C'l o ;,. r> C'l ,... Z SCTM UR:Ill"ll\,.;r 1000 SECTION 122 BLOCK 2 PIO LOT 23.1 --"~,- ,,/J'_;;I ':::'-......._ "0' cr.','- ~'),-' , '- 'Ii-fn, ix> o ~ ~~ ~~ ~i$ ~8: 8{~ w LOT 8 (VACANT) ~ ~ ~ . .q- o ix> f'I o ,... z LAND NOW OR FORMeRL Y OF BRAOEL Y (PUBLIC WAlER/PRIVAlE SANlTARY/NO M:LLS) NELSON & POPE, LLP ENGINEERS . DESIGNERS . SURVEYORS 572 WALT WHITMAN ROAD. MELVILLE. N.Y. 11747-2188 (631) 427-5665 FAX (631) 427-5620 FOUNOATION LOCATION OF LOT 7 ::0 OF .COTTAGES AT MATTITUCK:;7~,{;;~:T~~r(r)L SITUATED AT MATTITUCK .~<:::":-i" . . . TOWN OF SOUTHOL CER'TIFlED DATES' HDPP BPPP 80. ONLY TO LOC 6/11/07 FINAL ua.-~""t"'101"Ol.IOo\11ON u.a. 8TNrDN'O at' 'E,f9 'I"GSfT8 NEW YORK SCALE' 1 . - 30' .JOB NO. FILE NO. 02007 1000 112 1tE Cf'flET8 (CI'I DM!r8:lNB) eHOWN teEClN FfIOW 1H! lJTNJCl\II!lI 10 THE PAOPl!f'lTY I.NB NI5 POR A &'EClF'tC1'\II"CeI!~1.&!Nf) ~ All! NCJfNTBCEDTO ClLlElI!!!1tEEI"I!l:mCNat'fIe<<&. IETAN<<I WAI.1..I, I"OOL8,I"A1108. I"I.Nflt<<INBB,ACClfT1OfeTO IIl..I.DINa8 NO Nt( cmER """""""" CLlfIWflEEI tc:lCt.l!D Hl!I'e:lN 8'WJ.. fUI TO 1HE PIRlON fIa'l YlttOU 1H! aIIYEY B ppepNED, AfC) ON telll!W.Jll TO 1tE Tm.E OCMrNfr, QClt8N8fl'.... N'JSI:I'f NrI) I.EN:ltlCl """"""'" UI1a> '""""',.., 10 lIE A8ClN!EB CP THE I.!ICM NmMIClH. W"-IWII!EII NENOTTW"JIII!ftAILE TO ADDmOfW. MTrM'lClfe Clfl8UBll!OUENT ""'"'" l.IW1lHCf'IZB)....lI!ftA'I1OHOfl ADCll'TIWTOlIeIlJlM!YB" w:lU.'I1OHClf'8I!CI'lCH7Il>>OPlH! IEW 'I'a'I( ITATI! B:lUCA11OH LAW. COr"B Qf' nw awMf( MN' NOT IE.IIR1 'M! LAtI) lLWt'EYaft NCID EALClfIlIlliBCl&l)8EAL...wJ.. POT IE COII:lI!fI!D TO IE A VALD 1RlE COfIY. HOI'H'I'IlOM.I!HIIgefT'8ONI"I'lOI'I!I'm' 1~()II~~~0PI NOr""",",,, ~ COTTAGE WAY ~ ~'\~~\ (BIT. SUB. PA VE) ~p..\'t-~ ___- ~ By C.B. GR 1.74 Te 22.57 Te 23.86 , , " '\ N 17'21'04' W ''''''\ cO2""! "'0'" 23,9 + CON 69.08' 24.4+ loP. "00 o , , , ~ ~ ~ //$ '/9' >- d ~ FRAME RES. FFL=26.3 LOT 6 ~ ~~ "\& ~~ ~&- cr~ \ 27.,' \ '" g w o en N + "' en N + . .... o ixl N (:, I"- Z TW 28.2 8W 26,,3 TW 28.1 8W 28.1 , / TW 28.6 aw 25.8 LOT 8 \ LOT 7 AREA=11,323 S.F. TW 24.3 BW 3.4 . T1 WA .ENGE1S' NON-DISTURBED z 1:0' E VEGETATED BUFFER o WALL 1.9'S. TW 28.5 8W 25.8 FENCE ~ 0.4' N , N Ol ..; lD IRREGULAR 4' WIRE FENCE S 17'21'10" E 41.58' ~ << '" iZ w << z . N o ..... r> N I"- Z f---" i LAND NOW OR FORMCRL Y OF BRAOEt. y !) q 2007 tZIC- L7-cc:J. Lf =so. WATER SERV1CE, SANITARY, AND DRAINAGE SYSTEMS LDCA TED BY OTHERS LOCA nON, TYPE. AND SIZE OF UNDERGROUND UTILITIES SHQ'NN ON THIS SURVEY MUST BE VERIfiED PRIOR TO ANY CONSTRUCTION AND/OR EXCAVATION. ADDITIONAL UNDERGROUND STRUCTURES, IF ANY, OF VYHICH THE SURVEYOR IS NOT AWARE ARE NOT SHOWN. ~ SCTM OISTRICT 1000 SECTION 122 BLOCK 2 LOT 23.8 10-26-07 ADD WATER SERVo AND SAN H.C. LOC NELSON & POPE, LLP ENGINEERS . DESIGNERS . SURVEYORS 572 WALT WHITMAN ROAD, MELVILLE. N.Y. 11747-2188 (631) 427-5665 FAX (631) 427-5620 RNAL SURVEY OF LOT 7 " " ,'''-':'''''~~~''~:';'''' MAP OF COTTAGES AT MATTlTUQ~""';',\: ",";;".", RLED JANUARY 30, 2007; FILE .N(;):;1-j493:"'>!~\ , . '".\ ~ SITUATED AT MATTITUCK . ..,. . . . .....0\ ,. TOWN OF SOUTH ::C ' SUfF'O. CE:RTlRE:D ONLY TO DATES' U::"'" --TEl TO Fa,N)ATION u.a 8TNDAI'D OF ~""'69mI SCALE' 1 '- 30' ..JOB NO. 02007 FILE NO. 1000-112-1 TH: ClF'l"ET8 (OA DUHIONS) IlHOWN H:H:ON AQl TI-E 8'1l'lICT\.fa TO ll-Ef'ftOf'SlTYLlEBN'E.FOAA aPeC:l'K:l'l.ft"OeeNCI.IlI!ND n-El8'CRE! NE NOT tm!H:lEO TO OLD!! TtE BECTION OF I"8rtCe8. fETANG WAUS, POOL.a.I"A1108. I'U.NTN:I N'a8, ADDITlON8 TO BUI..DI<<IB NC AH1 cme """"""'" 0I.WWrfTEE8 N:l(:A'JB) I"B'EOH EHAU. FUI TOTIE~FOfl'lt'HClWMlJUWE'(19 I"PS"NID, NCJ Ofl toe EIEtW.F TO ll1I!! TfJ1.E oarAN'(, 0l::IYSNEHTAl. N:1I3CY Nf) t.SN:JNQ I8TTM1ON t.mED IeEON, Me TO ll-E .-..:fEBl Of' TH!! l.BONQ NmMlON. l1WW4rEEI NIl! NOT 'TRNIfI'EfWLE TO ADDIl'IONAl.. NmMlOHEl OR Sl..IlBeOl.8f1' OWNN lIWJlHOtIlB) AI.. 'T&lATlON Of! A.DOI'T1ONTC~lJUWE'(IlA w::u.TIONOFIEC'l'lOH72CltOFTI-E PEW YOftI( STATE EOUCAl'ICIH LAW CQ'E8 OF TI1S fUWEY MAr' NOT BEAfIIr<<) TlE LND 8.IWEYOFl'8 N<ED SEAL. OR EMlO8lED SEAL. IIHAU. NOT Be ca&:EPE:l 1'0 Be A VALD TFU! CCPf. NOf'HnICALEAEIBENT1IONI"AOf"SlTY lHJlB8 NOTED. fEOOflCEC EASaENT8 OR !IOHT OF WAY8, F 1Nf, NOT 810WN ME NOr"""""" HDPP BPPP 80. LOC RNAL 10/29/07 NEW YORK \; <';.:\./;--. LOI/ .. .' COTTAGE WAY ~ r----/\ , , " -I---___~~O.$~D WATER ~61~____----) - " ')..i"1 ~ , , , , , , i 22.2 I PROP, CONCRETE CURB . MIN ~ f!j ~ ~ ! ~ ~~ " . , '"~ , ., , , .,; , ~i$ , !::. , , , (2<,9) , ~~ 0 , I + , , or~ :0: , , , , LOT 6 'w (VACANT) LIMIT OF CLEARING - DURING CONSTRUCTION TEST HOLE No, 3 o A TED ,3- 30\06 "t!-. 28.5 -." TOP SOIL (PT) \ -0,5 LOAM (Ol) -2 NOTE: NO WELLS WITHIN ISO' OF SUBJECT PROPERTY. ,,' OWNER/APPLICANT.' ISLANO ESTA 7rS EAST 175 PINE LA WN ROAO 2100 MIOOLE COI./NTl?Y ROAO SlJI7r 100 MEL V/LLE, Ny' "747 FINE SAND (SP) -19.5 IolINIl,lUt,4 SEPTIC T,i,N1< CAPACITIES 1,2,3 OR 4 l.lINIl.lUMTAHI< CAPACITIES (GAlLONS) ',000 LEACHING POOL Ef'l"ECTlVEOEPTH NUMBER OF BtDFlOOl.lS -22.0 ELEV 6.5 SCTM otSTRlCT 1000 SECTION 122 BLOCK 2 PIO LOT 23.1 NELSON &. POPE, LLP ENGINEERS . DESIGNERS . SURVEYORS 572 WALT WHITMAN ROAD. MELVILLE, N.Y. 11747-2188 (631) 427-5665 FAX (631) 427-5620 so. t~~."'I:'~TOI'QL.IlDAT1ON u.aITNCNDOFIE1'8II'l'EJDrm1 SCALE' 1 . - 30' 02007 ALE NO. 1000-112-1 TIE 0R"ET8 (Oft t:MSJeClNIS) ~ HE!FEONf"'ROWllE8TRllmfIEI8TO TIE I'ROl'Sm' LNII ARE FOR A ~I"lIPClIl!NCUII!NC TJoEH!PIOIE API! HOT HTeaI) TO CQJ!1M!l!N!lCl1ClNClFP9ICE8, AET~WAU.8,f'COI.8,PAnoe. I'I..NfTNQ NEAl, ADOmClfre TO 8l.l..DNQ8 Me IHf OTtER CCNSIRlCIIOK C1l.WWfTEE8 ta:lAleD t&EClN a-wJ..1'Ul T01H!!f'IfNON~'M<<:lNTtt!afl'EYB I"fB"NID, NIlJ ON Ie BWJI TO lie mtE COII'N<<, CXM:IM&fTH.. MJI!K1t NO LSCNO NmM10N LIm!D teEON, NO TO M A8EllQfrEE8 OF ttt! I.!ta<<I NmM1ON. ClIJMNfT&8 Me HDT TfWIn!F1.... TO ADCfT1OtrW. NITTM10NB OF! 8l.8EOl.ENT """"" I.lIrW1n-lORZED......T&lATlONOFl AlJOfT1ONTO~1LWia'8A w:Jl..A11OHOF8ECT1ClN71108 Cf'TI-E _'I"OfI("'A1W~'nOHl...o"oW COI"I!B OF- ne 8UNEY MAl" NOT BEAANQ llE LND a.fMiYaf8 t<<I!D ee....ClfI~IEAI..8'W.LNOT Be~TOBI!AVALDTl'U!!COi"f NO I'HY8ICAL EA8BEHT8 ON I"'FIOPe'fIl' lH..S88NOlED.I'ECClfDEDEAEtr.ENJ8cw. FlOfI' OF WAl'8." Nfr, NOT a-tOWN NE NOT""""". Pl..OT PLAN FOR LOT 7 MAP OF "COTTAGES AT MATTlTUCK" ALED ..-- , ,-,',' ?J;:~;-" SITUATED _:::;"( ," ..... .. (' ,. \~ AT MATTlTUCK i.-,'- . '. TOWN OF SOUTHOLl),~*lf:F?,.,.L..r;fC..O. UNT:Y.\.NEW YORK ONLY TO ,.'~ ... . . .'. S\{~~--~, r' :~--', ,. , -',;..., /\.-~.~. :~ , \ ',.,"' ',' " ''''J~'''':''~\ ,.' '~'\"""'"""\~'}"''''; - '" ""1;''''''~'~'' i ,,'" ~ ~""<i:!" "~~:;"~~" ~ NO. CERllAED DATES' HOP p12/12/06 LOC 8 P P P 12/12/06 ANAL I d-~ - d - ;). 3.. 8 Erosion. Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes No EXEMPTIONS: A. Does this project meet the minimum standards for classification as an Agricultural Project. ~ Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ------------------------------------------------------------------- ACTIONS REOUIRING THE SUBMISSION OF. A STORM-WATER. GRADING. DRAINAGE & EROSION CONTROL PLAN CERTIF.IED BY A DESIGN PROF.ESSIONAL IN THE STATE OF. NEW YORK. Item Number: (A Check Mark (J) for each question is required for complete application) I. Will this project retain all Storm-Water Run-off generated on Site? (This will include all run-off created by site clearing and/or coristruction activities as well as. all Site Improvements and the permanent creation of impervious surfaces.) Yes No ~g Gd* g~ [;]k bJ~ Ell:: [;]c b]$:- Note: If any answer to questions one through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? ------------------------------------------------------------------- 3. Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? .. being duly sworn, deposes and says that helshe is the applicant for Pennit, Sworn to before me this; .......~~. ........dayoJ?..W~~..209"1 NotaryPubhc: .. .................&...V0...JAHiIAiiI.~.VOUARO NolIIv PublIc, Sl8Ie or ....Vcllll No. OW08157197 CluIIIIIIed In SuIoIk ColIllY CommIIIIon ElopnI DIo. 4,1010 4. Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? (Name of individual signing Document) And that He/She is the ........~~O~~;;:c~~~~;;~;:A~;~;:c~;;;~;;;;offi;;;:;t;i.................. Owner and/or representative of the Owner or Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belier; and that the work sill be performed in the manner set forth in the application filed herewith. 5. Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet of horizontal distance? 6. Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction ofa Town Right-of-Way? 7. Will this application require the placement of material, removal of vegetation and/or the .construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the. installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? STATE OF NEW YORK, &~j k-- ~OF .. .... Thatl, .' .. H" MI~ Y. COp.~e.. .... ss '-\H:C~t;k~ . nature of Applicant) :5a:t ~~~~ cV \cl-l RES check Software Version 4.0.1 Compliance Certificate Project Title: COTTAGES @ MATTITUCK 05.236 Report Date: 06/07/07 Data filename: F:IMEC AND RES CHK PROJECTSI05 Projectsl05.236 COTTAGE @MATTITUCK.rck Energy Code: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 14% 5750 Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Owner/Agent: Designer/Contractor: GARY CANNELLA ASSOCIATES 55 KNICKERBOCKER AVE. BOHEMIA, NY 11716 Compliance Passes MaXimum Uk 250 Your Home UA 248 -> 0.8% Belter Than Code (UA) Gross Cavity Cont. Glazing UA Assembly Area or R.Value R-Value or Door Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1 : Wood Frame, 16" a.c.: Window 1: Vinyl Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Floor 1: All-Wood JoistITruss:Ov rUn The proposed building repr with this permit applicatio Code requirements. W his/her knowledge. b 1100 1278 145 20 40 1100 30.0 13.0 19.0 0.0 39 0.0 88 0.340 49 0.290 6 0.340 14 0.0 52 he building plans, specifications, and other calculations submitted aa d Ign to meet the New York State Energy Conservation Construction sta ped and signed this page, they are attesting that to the best of a s or pecifications are in compliance with this Code. -; Date ---- . ( , -~, . ---- It_ \.... \ \ ".-, . \ \ \ .--.-' " j\)~ \ \ J .~ ~' ......- ---- .----- \----> COTTAGES @ MATTITUCK 05.236 Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 06/07/07 Ceilings: o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: o Wall 1 : Wood Frame, 16" a.c., R-13.0 cavity insulation Comments: Windows: o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes _ Frame Type Comments: Thermal Break? _ Yes _ No Doors: o Door 1: Solid, U-factor: 0.290 Comments: o Door 2: Glass, U-factor: 0.340 Comments: Floors: o Floor 1: All-Wood JoistfTruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. o Recessed lights are 1) Type Ie rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-Ie rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: o Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: o Materials and equipment are installed in accordance with the manufacturer's installation instructions. o Materials and equipment are identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. o Insulation R-values and glazing V-factors are clearly marked on the building plans or specifications. o Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: o Supply ducts in unconditioned attics or outside the building are insulated to R-8. o Return ducts in unconditioned attics or outside the building are insulated to RA. o Supply ducts in unconditioned spaces are insulated to R-8. o Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. COTTAGES @ MATTITUCK 05.236 Page 2 of 4 Duct Construction: o All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. o The HVAC system provides a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters exist for each dwelling unit. Fireplaces: o Fireplaces are installed with tight fitting non-combustible fireplace doors. o Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Bui/ding Code, as applicable. Service Water Heating: o Water heaters with vertical pipe risers 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. o Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: o Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: o All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. COTTAGES @ MATTITUCK 05.236 Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Heated Water Temperature (OF) 170-180 140-169 100-139 Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Q5 1~ 1B 2~ 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Heating Systems Low PressurelTemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine Fluid Temp. Range(OF) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 40-55 Below 40 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 201-250 120-200 Any NOTES TO FIELD: (Building Department Use Only) COTTAGES @ MATTITUCK 05.236 Page 4 of 4 N69052 O"E ON FOUND MON FOUND ~ 2n.87' ,: ~. i ------~--71 ....~r LOT 22 / 1.75' ~ L 13,657 sq.ft. " / 11\ Q.31acres,/ J I __ _~'___ ~f.=J:t..,o;.AL S690~2'20.W ..' 214.38' w _ ~r:.::-~"-'L~T2-;- ./-7 - ;,1 l1,135sq.ft.R' / ihL _ _O.~a~s_..../ S690S2'20~W 160.63' ----, ~r LOT2a ..., . I 8,911 sq.~. 1111 ... 0.20 acres . L___--I 569052'20.W 141.31' ,------, :;: I LOT 19 I ". 8,.444 sq.ft. i "! S L-~1:...~~ &n~ 569052'20.W PROPOSe 140.48' .. ~:r.- - - - ---,~ o Lar18~ >< 8it ~~ 8J39' sq.~. I / g ~ .. I ~ u.19 acres --,. ~ ~"'L___. &. . 569052'20.W " 139.35' ItS3' z r 70.;7, - ., (ff.. " 8,181 sq.ft. J oQ,": C1 L~l~~ j" S69052'20"W 128.80' 0 ~ 0 v. . n "'OJ O' 00 OM N Z z .. > :; ~ ::> '" > ~ << 0 ~ > ~ ~ ~ << w '~ :E if << :> 0 ill ~ " << 0 " 0 z " z .. ~ N71009'30"E 177.27' 'OUND &T.H. '0"0' RECHARGE BASIN 49,203 sq.ft. 1.13 acre. TO BE DEDICATED TO THE TOWN OF SOUTHOLD z' :l~ :J m ::> . z :l r- o o o o o , , , , o .- \j--1 ;;; ;... o o o N Ul >-u cd~ 05 l::i~ <{- u.. 150' 235.62' C3 '" 21.24 r ~T~ 'l I 8,001 sq.~. , 0.18 acres L__-l ., GO .~ iii. <0 {o, ~ 00",' 9~ :<I- 0", >r ~5 ~= ~ W~ w CJ~ .<(~ .I-~ ;0 1-i3 ~ O€ i:J Co ~ U~ :8i8 P'I.... G)"""ai / ~;;: ~ <0 ~~ O!:( ~;o zu :lii! ::> , .. N69052''';'''E :" 38.0pfV o ISO' C3 c,"" '- \~~~ , g ci :::'" ~ " S700SS'20.W 133.28' / r---., LOT 2 ~ I 8"204 sq.~. I u.19 acres - L___....J. S70oS5'20.W W 138.36' RE,'IA1NSOf r - ~~E~~ I LOT]"" I 8,33' sq.~., / . ~.~~"_ -.J ~ LAND NOW OR fORMERLY OF rI AYTUUN L.-r--J C3 r;;;:;.;;, / ~ I 8,000 sq.~. a . " 0.18 acres Jf.H. N f L _ _ -1#3 m N U; S70028'04.W ~ 123.22' ~ : r-;:-OT~I " ~ I 8,000 sq'~'1 ::l ..; 0.18 acres '" "L _..J; I5'MIN. 2S'MIft.TCIt..... 2 / , , PUBUC WATER/PRIVATE SANITARY/NO WELLS 'So. MON FOUND ii>O ~ NO NOW OR fORMERlY 0 - OIAZ ~ WELl/PRIVATE SANITARY .. " 139. / t LOT4 -:- -,~ 8,401 'q.~. I~ 0.19 acres i J R --- ~I S70oS5'20.W 144.20' r - - --/-, lOT 5 v' L 9,117 sq.tt. &. 0.21 acres ." ---_-l S70055'2~.W MON NO OW OR FORMER.[ ZANESkl ~.~t4EFOU WEu'/PRlVATE SANITARY !U o n .'" 'n ~ 'n 'Ul LANONOWORFORMERLYOF 0 MCGETRICK PUBUC WATER/PRIVATE SANITARY/NO WELLS ~.\Pl' BUFF,_15,Ol' JrL;-., j~ . /8,001 sq'~'1 ~i 0.18 acres 9~ L _ --1 ~lj S70028'~nw ~ o LAND NOW OR FORMERLY OF BRADLEY PUBUC WATER/PRIVATE SANITARY/NO WELLS o 255.99' 152.45' BUl'feR~'20.c:l' w ::>~ 2'" W~ >w <{~ >-0 o::i!i 05 l::ig ~ 011-0 l\..~ ~O~ \SV' \..O~G PEDESTRIAN AND EMERGENCY ACCESS TO BE DEDICATED TO THE TOWN OF SOUTHOLD 5,988 S.F. .q.ft. 0.14 acre. ...~u.S ,1,,0 """" ~~s>' yI'S" ....~ vv~v.c. 3 12-19-06 ADD COVENANTS AND RESTRIC 2 11-10-06 ADO ADJACENT BUILDINGS 1 08-25-06 REVISE PER COMMENTS NO. DATE DESCRIPTION Date: 04/25107 Transaction(s): 22 22 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Reference 3682-37 Cash Septic Permit - Construct - Resid. Total Paid: Name: Island, Estates East Lie 175 Pinelawn Road Suite 100 Melville, NY 11747 Clerk ID: BONNIED Subtotal $220.00 $220.00 Internal 10: 3682-3703 KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE WCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair r.-:--"--'..'--- (~ ~ (r:1 [1 n ~7 i! U ['.- - ..,._u.' lu~ 26, I Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ii J ..../ , 1"1'.' MEMORANDUM To: Building Department From: Anthony Trezza, Senior Planner Date: November 26,2007 Re: The Cottages at Mattituck It has been brought to the Planning Board's attention that the Building Department is preparing to issue Certificates of Occupancy for a number of residences in the recently constructed Cottages at Mattituck. Please be advised that the Planning Board has no objections to the issuance of the CO's because the builder has agreed to complete the installation of the monuments within 60 days of the date ofthis correspondence. In addition, the Town will not release the bond until such time as all work is completed. . ; . , Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: COTTAGES @ MATTITUCK 05.236 Report Date: 12/07/06 Data filename: F:\MEC AND RES CHK PROJECTS\05 Projects\05.236 COTTAGE@ MATTITUCK .rck Energy Code: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 14% 5750 Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Owner/Agent: Designer/Contractor: GARY CANNELLA ASSOCIATES 55 KNICKERBOCKER AVE. BOHEMIA, NY 11716 Compliance Passes Maximum UA 250 Your Home UA 248 u> O.8%} Better Than Code (UA) Assembly ..... . .: -. o' . . . . .. . . . ~", Ceiling 1: Flat Ceiling or Scissor Truss: WaUl: Wood Frame, 16" D.C.: Window 1: Vinyl Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Floor 1: All-Wood JoistfTruss:Over Unconditioned Space: 1100 127B 145 20 40 1100 19.0 0.0 39 0.0 BB 0.340 49 0.290 6 0.340 14 0.0 52 30.0 13.0 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of hislher knowledge, belief, and professional judgment, such plans or specifications in Uan ith thi Co e. Builder/Designer Company Name / COTTAGES @MATTITUCK05.236 Page 1 of4 . . REScheck Software Version 3.7.3 Inspection Checklist Date: 12/07/06 Ceilings: o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: o Wall 1 ; Wood Frame, 16" C.C., R-13.0 cavity insulation Comments: Windows: o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: o Door 1: Solid. U-factor: 0.290 Comments: o Door 2: Glass, U-factor: 0.340 Comments: Floors: o Floor 1: All-Wood JoisVTruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. o 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: o Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: o Materials and equipment must be installed in accordance with the manufacturer's installation instructions. o Materials and equipment must be identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and seNics water heating equipment must be provided. o Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: o Supply ducts in unconditioned attics or outside the building must be insulated to R~8. o Return ducts in unconditioned attics or outside the building must be insulated to R-4. o Supply ducts in unconditioned spaces must be insulated to R-8. o Return ducts in unconditioned spaces (except basements) must be insulated to R- o Return ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: COTTAGES @ MATTITUCK 05.236 Page 2 of 4 . . o 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 1818. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. o The HV AC system must provide a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters are required for each dwelling unit. Fireplaces: o Fireplaces must be installed with tight fitting non-combustible fireplace doors. o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: o 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. o Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: o Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: o 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: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. COTTAGES @MATTITUCK05.236 Page 3 of 4 . . . Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Temperature (OF) Upto 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-189 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Non-Circulating Runouts Circulating Mains and Runouts Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Heating Systems Low PressurefT emperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine Fluid Temp. Range("F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 201-250 120-200 Any 40-55 Below 40 NOTES TO FIELD: (Building Department Use Only) COTTAGES @ MATTITUCK 05.236 Page 4 of4 Index Page 1 of 1 Permit Number: Miscellaneous: Lot Number: Address: The information in this box is for administrative purposes only and is not part of the engineering review Standard Loadina: T.C. live 30 psf T.C Dead 7 psI B,C live 0 psf Be Dead 8 psf Total 45 psf Truss Fabricator:Triangle Building Products Job Reference:Q608030 - Ranch Roof ROBBINS 6904 Parke East Blvd Engineering Index Sheet Tampa. FL 33610-4115 ENGINEERING. INC. Phone: (813) 972-1135 Index Page 1 of 1 Job Number Date Specification Quantity T07041879 04/20/2007 12 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional E~ineering responsibilities for Individual truss comftonents fabricated in accordance with the listed and attached russ Specification Sheets. Determination as to the suitabi i~ of these individual truss components for any structure is the resRonsibil~ of the Building Designer, as defined in ANSJrr r 1-2002, Section 2.2. Permanent files of the original Truss Speclficstion heet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specificatton Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) ANSI/ASCE 7-02 Wind Speed. 120 MPH Mean Roof HI. - 25 FT Exposure Catergory - C Occupancy Factor - 1.00 MWFRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. Date Mark [1~4/20/071 C1 1 C=f---ni4i20/071 G2---1 0-=]24/20/071 T4I Date Mark ~~~ 16 104/20/0~~ i10-------roo~T5-1 Date Mark Ll'~7071Gn I 7 104/201071 T2 1 1 11 104/20/071 v--;--j Date Mark ~Lt2~~1D 1 8 104/2~O 1 12 104/2QIQ'?'L...:-{U lr~:~S~~ig~fj$~.rer: Thomas A. Alban; Address: P,O. Box 280055. Tampa, Fl33682 .___nQ;!!E;!! Sealed:~!?_012007____ I Job I I. Q608030'----_CL I U#J#Q60863.0 Ranch Roof I ! Mark T 2-11-9 J -~t-~ Quan 2 Type VLM. SB Span 51009 P1-H1 6 DG 6-7-0 HO . f--~ lx311 D 3x4-;::. A I~ E lx311 /-771/ / / S-lO~9 5-10-9 ---5-10-9--- ALL PLATES ARE LOCK2Q Left OH o Righ t OH i Engineering o ! T07041879 HO 2-11-9 lx311 F 2x411 B G C lx311 2x411 //1 -j Scale: O_590~ = l' Online Plus Version 21.0.012 RUN DATE: 4-20-07 Robbins Engineering, Inc./Online Plus'M APPROX. TRUSS WEIGHT, 25.6 LBS CSI SIZE LUMBER TOP 0.36 2X 3 SPF-#2 BTM 0.21 2X 3 SPF-#2 WBS 0.11 2X 3 SPF-STUD REPETITIVE MEMBER INCREASES: FB 15.0% FT 0.0% FC 0.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 37.8 7.0 BTH CHD 0.0 8.0 TOTAL 37.8 15.0 52.8 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT GIRD DIN - 4SX MEMBR CSI P(LBS) M@lST M@2ND TOP CHORDS A-D 0.36 171 C -532 855 D-F 0.34 53 C -855 67 F-B 0.02 10 C -67 5 BOTTOM CHORDS A-E 0.21 0 T -576 -194 E-G 0.07 0 T 194 78 G-C 0.03 0 T -78 0 WEBS E-D 283 C G-F 86 T CoB 22 C DL+LL DEFL = 0.04ft IN A-D LL DEFL < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. PLATES - 20 GAUGE LOCK GRIPPING 514-250 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2003 3.00 X 4.00 4.0 2.5 B 4200 2.00 X 4.00 CTR CTR C 4000 2.00 X 4.00 CTR CTR D 1001 1. 00 X 3.00 1.6 0.4 E 1001 1. 00 X 3.00 CTR CTR F 1001 1. 00 X 3.00 1.5 0.5 G 1001 1. 00 X 3.00 CTR CTR REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY TRIANGLE BUILDING PRODUCT 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-02 TRUSS IS DESIGNED AS A MAIN WIND-PORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 120 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 4.0 PSP BC DEAD LOAD = 5.0 PSF 4. ROOF SNOW LOAD PER ASeE 7-02 GROUND SNOW LOAD = 45.0 PSF RAIN LOAD NOT REQ'D IMPORTANCE FACTOR: 1.00 RObb,ns Eng,neenng. InclOnline PillS'" ~ 1996-2007 VersIOn 210.012 Engoneering. Port'3Il 412012007 230c46 PM Page 1 THERMAL FACTOR: 1.00 EXPOSURE FACTOR: 1.20 (BALANCED FACTOR =0.84 UNBALANCED NOT REQ'D) 5. LIVE LOAD CHECK PER BOCA-96, SECTION 1606.2.3 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 208 LBS. 7. FASTEN TRUSS TO BRG E POR 287 LBS OP UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG G FOR 62 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. Truss Design Engineer: Thomas A. Albani LIcense #: 077357-1 Address: P.O. Box 280055, Tampa, FL 33682 Dale Sealed: 4/20/2007 ,-- I Job Mark C2 Q608030 U# J#Q608030 Ranch Roof l____ 2x4i1 r///L/7: j Quan 2 Span 30209 Pl-Hl 6 Type VLM. S8 DG 3-7-4 HO 4 'I I I 1-7-9 1 igt- l-E1--~. 3-2-9 3-2-9 3-2-9 ALL PLATES ARE LOCK20 Robbins Engineering. Inc . (Online Plus'. APPROX. TRUSS Online Plus -- Version 21.0.012 PLATING CONFORMS TO TPI. RUN DATE: 4-20-07 PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & gyp LUMBER USING GROSS AREA TEST. PLATES - 20 GAUGE LOCK GRIPPING 514-250 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR CSt SIZE LUMBER TOP 0.36 2X 3 SPF-#2 BTM 0.25 2X 3 SPF-#2 WES 0.05 2X 3 SPF-STUD REPETITIVE MEMBER INCREASES: FB 15.0% PT 0.0% FC 0.0% LATERAL BRACING: TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y BTMCHORD - CONTINUOUS A 2003 3.00 X 4.00 4.0 2.5 TRUSS SPACING - 24.0 IN. B 4200 2.00 X 4.00 CTR CTR C 4000 2.00 X 4.00 CTR CTR STANDARD LOADING LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 37.8 7.0 BTM CHD 0.0 8.0 TOTAL 37.8 15.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A ,C 52.8 GIRD LEFT DIN 4SX RIGHT MEMBR CSI P(LBS) M@IST TOP CHORDS 0.36 54 C -624 BOTTOM CHORDS 0.25 0 T -676 WEBS 131 C M@2ND A-B A-C COB DL+LL DEFL = 0.05" IN A-B LL DEPL < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 744 REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa. FL 33610 5 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY TRIANGLE BUILDING PRODUCT 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASeE 7-02 TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM POR EXTERIOR ZONE LOCATION WIND SPEED - 120 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = BC DEAD LOAD = 4. ROOF SNOW LOAD PER o 4.0 5.0 ASCE Robbins EngIneering, Inc /Online Plus""@ 1996-2007 Version 21.0.012 En.gineenng. Porlrall 41'201'200723045 PM Page 1 ~~~;:~1'~";9 -1 I Left OH o Right OH o 2lC.4ii HO Scale: 0.816"::: l' 10.7 LBS GROUND SNOW LOAD = 45.0 PSF RAIN LOAD NOT REQID IMPORTANCE FACTOR: 1.00 THERMAL FACTOR: 1.00 EXPOSURE FACTOR: 1.20 (BALANCED FACTOR =0.84 UNBALANCED NOT REQ'D) 5. LIVE LOAD CHECK PER BOCA-96, SECTION 1606.2.3 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 107 LBS. 7. FASTEN TRUSS TO BRG A FOR 81 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG C FOR 137 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. WEIGHT: Truss Design Engineer: Thomas A. Albani LIcense #: 077357-1 Address: P.O. Box 280055, Tampa, FL 33682 PSF PSF 7-02 Date Sealed: 4120/2007 r-- ~-~'-.~-Job --r~ ------ I --- -_nT---~ I Hark I Quan Type Span P1-H1 Left OH Right OH Engineering LQ608Q,10_ I Gl I 1 TR 380000 6 l- a- 0 1- 0- 0 T07041879 , -------- ~_________u__ ___,_ lt1-# J#Q608030 Ranch Roof --~ - ~- This truss is NOT symmetric. Proper orientation 16 essential. 5x6= DG 21-4-13 B DG 21-4-13 HO '.3 HO '-3 TT z ee X EE 3x6-:::. 3x6-:::- 'i-- Sl GG S2 II 10-3~l5 KK 9-10-3 'I MM 11 N U I 00 ~ I L 4x6= e M 0 K Q S u W S3 y AA BB DO 1"1" S4 HH JJ LL NN pp RR *2x411 3x6= 3x6= Cant:4- 4 ~ W:308 R: 600 U, 234 ~ -BCle ~7-4~0 ir7"7777-7-77777/ / / / / / / / / / / / / / / / / / " / , / / / Tr-~T7'/77-TTr777-T/ / / / / / / / TJ"""777l _:Ll..:ll..:..L_ o o o o __38~0.f!__'--_.~----f-i eoi 38-0-0 ALL PLATES ARE LOCK20 See Joint L For Typical Gable Plate Size and Placement Scale: 0_166" = l' -.J 38-0-0 Robbins Online Plus -- Version 21.0.012 RUN DATE, 20-APR-07 Te Be GW eS1 0.64 0.72 0.25 0.23 M -L U -T PP-OO -Size- 2x , 2x , 2x 3 2x 3 o -N JJ-II RR~OO 2x 4 SPF-STUD _-uLwnberu-- SPF-#2 SPF-#2 SP1"-#2 S1"F-STUD K -1" S 4R LL-KK NN~MM WG Brace truss as follows: O.C. From To TC Cont. 0- O. 0 38- 0- 0 BC Cont. 0- 0- 0 ]8- 0- 0 we I rows CLB on AA-Z we 1 rows CLB on BB-B we 1 rows CLB on DD-CC Attach CLB with (l)-IOd nails at each web. psf-Ld Dead Live TC 7.0 ]7.8 BC 8.0 0.0 TC+BC 15.0 37.8 Total 52.8 Spacing 24.0n Lwnber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb~1.15 1"c=1.l0 Ft=l.lO BC Fb~1.l0 Fc=l.lO Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 601 2]4 U ]56 R K 3685 2095 U ]58 R J' A K Brg Size ].5" 368.0" Required 1. 5- 88"-to~ 456" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Hembr CSI 1" Lbs Axl-CSI-Bnd ----------top Chords---------- A -L 0.47 224 c 0.00 0.47 L -N 0.50 170 C 0.00 0.50 N -1" 0.64 164 T 0.00 0.64 P -R 0.64 268 C 0.00 0.64 R -T 0.08 258 T 0_04 0.04 T -Sl 0.09 346 T 0.05 0.04 Sl-V 0.09 350 T 0.05 0.04 V -X 0.12 4]] T 0.07 0.05 X 4Z 0.13 524 T 0.08 0.05 Z -8 0.14 596 T 0_09 0.05 B -CC 0.14 596 T 0.09 0.05 CC-EE 0.13 524 T 0_08 0.05 EE-GG 0.12 433 T 0.07 0.05 GG-S2 0.09 ]49 T 0.05 0.04 Bngineering, Inc./Online P1us~ APPROX. S2-I1 0.09 346 T 0.05 0.04 II-KK 0.08 264 T 0.04 0.04 KK~MH 0.08 19] C 0.00 0.08 MH-OO 0.08 192 C 0.00 0.08 OO-QQ 0.14 193 C 0.00 0.14 QQ-C 0.14 218 T 0.00 0.14 --------Bottom Chords--------- A -H 0.64 178 T 0.03 0.61 H -0 0.64 178 T 0.03 0.61 o -K 0.72 178 T 0.03 0_69 K -S 0.72 178 T 0.03 0.69 S ~U 0.12 178 T 0.03 0.09 U -w 0.06 178 T 0.03 0.03 w -S3 0.03 178 T 0.03 0.00 S]*Y 0.0] 178 T 0.0] 0.00 Y -AA 0.04 178 T 0.03 0.01 AA-BB 0.04 178 T 0.03 0.01 BB-DD 0.04 178 T 0.0] 0.01 DD-FF 0.04 178 T 0.0] 0.01 F1"-S4 0.0] 178 T 0.03 0.00 S4-HH 0.03 178 T 0.03 0.00 HH-JJ 0.04 178 T 0.0] 0_01 JJ-LL 0.04 178 T 0.03 0.01 LL-NN 0.04 178 T 0.03 0.01 NN-PP 0.04 178 T 0.03 0.01 PP-RR 0.07 178 T 0.03 0.04 RR-C 0.11 178 T 0.01 0.10 ----------Gable Webs---------- M -L 0_04 96 T o *N 0.05 117 T K -p 0.23 553 C S -R 0.01 36 T U -T 0.18 234 C W -V 0.18 216 C Y -x 0.25 220 C AA-Z 0.09 218 C BB-B 0.17 ]69 C DD-CC 0.09 225 C FF-EE 0.25 217 C HH-GG 0.19 217 C JJ4I1 0.16 215 C LL*KX 0.12 217 C NN-MM 0.09 219 C 1"1"-00 0.06 199 C RR-OO 0.09 282 C TRUSS WEIGHT: 279.6 Les L LOCK 2.0x 4.0 Ctr Ctr 0.00 N LOCK 2.0x 4.0 Ctr Ctr 0_00 1" LOCK 2.0x 4.0 Ctr Ctr 0.00 R LOCK 2.0x 4.0 Ctr Ctr 0.00 T LOCK 2.0x 4.0 Ctr Ctr 0.00 Sl LOCK 3.0x 6.0 Ctr Ctr 0.77 V LOCK 2.0x 4.0 Ctr Ctr 0.00 X LOCK 2.0x 4.0 Ctr Ctr 0.00 Z LOCK 2.0x 4.0 Ctr Ctr 0.00 BLOCK 5.0x 6.0 Ctr~O.l 0.69 CC LOCK 2.0x 4.0 Ctr Ctr 0.00 EE LOCK 2.0x 4.0 Ctr Ctr 0.00 GG LOCK 2.0x 4.0 Ctr Ctr 0.00 S2 LOCK 3_0x 6.0 Ctr Ctr 0.77 II LOCK 2.0x 4.0 Ctr Ctr 0.00 KK LOCK 2.0x 4.0 Ctr Ctr 0.00 MM LOCK 2.0x 4.0 Ctr Ctr 0.00 00 LOCK 2.0x 4.0 Ctr Ctr 0.00 00 LOCK l.Ox 4.0 Ctr Ctr 0.00 CLOCK 4.0x 6.0 Ctr 0.1 0.72 M LOCK 2.0x 4.0 Ctr Ctr 0_00 o LOCK 2.0x 4.0 Ctr Ctr 0.00 KLOCK 2.ax 4.0 Ctr Ctr 0.00 S LOCK 2.0x 4.0 Ctr Ctr 0.00 U LOCK 2.0x 4.0 Ctr Ctr 0.00 w LOCK 2_0x 4.0 Ctr Ctr 0.00 S] LOCK 3.0x 6.0 Ctr Ctr 0.77 Y LOCK l.Ox 4.0 Ctr Ctr 0.00 AA LOCK 2.0x 4.0 Ctr Ctr 0.00 BB LOCK 2.0x 4.0 Ctr Ctr 0.00 DD LOCK 2.0x 4.0 Ctr Ctr 0.00 FF LOCK 2.0x 4.0 Ctr Ctr 0.00 S4 LOCK ].Ox 6.0 Ctr Ctr 0.77 HH LOCK 2.0x 4.0 Ctr Ctr 0.00 JJ LOCK 2.0x 4.0 Ctr Ctr 0.00 LL LOCK 2.0x 4.0 Ctr Ctr 0.00 1 Br 1 Br 1 Br Truss Design Engineer: Thomas A. Albani License #: 077357-1 Address: P.O. Box 280055, Tampa, FL 33682 TL Defl LL Defl Shear II -0.24" in A -H -0.18" in A .M Grain in N -1" L/332 L/437 0.48 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 4.0x 6.0 Ctr 0.1 A LOCK 2.0x 6.0 Ctr Ctr Area Area JSl 0.72 0.00 RObb.ns Engineering. Inc_IQnhoe Plus"'@ 1996-2007 Vers,on 21 0012 Engineering. Portrait 4120/2007230.46 PM Page 1 of 2 Date Sealed: 4/2012007 ~ Q6;~~30 L ~;k I U# J#Q608030 Ranch Roof ------_..---,------- NN LOCK PP LOCK RR LOCK 2.0x 4.0 Ctr Ctr 0.00 2.0x 4.0 Ctr Ctr 0.00 2.0x 4.0 Ctr Ctr 0.00 REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Confo~s To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), leC/IRe-200) and FBC 2004 (section 1607.1),20.0 pst. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASeE 7-02 Truss is designed as a Main Wind~Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Catego~: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf Be Dead Load : 5.0 psf Roof Snow Load per ASCE 7~02 Ground Snow Load 45_0 psf Rain Load 0.0 pst Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max compo torce 553 Lbs Max tens. force 596 Lbs Quality Control Factor 1.25 ~---- Quan Type Span I 1 TR 380000 LeftOHRight- OH]-~;meenng 1- 0- 0 1- 0- 0 T07041879 --- --- PI-HI 6 Robb.n<; EnOln""nno In~ 10nlin.. Ph,<;'" ffJ 1996-:?OO7 v..,<;;on;>1 001;> Fnn.n"'''''''o. PfYlr,,,t 41?On11l17 "'In'41> PM P:m",',-,I' r I Q608030 1 U# J#Q608030 I I Robbins Engineering, Ine./Online Plus'. APPROX. TRUSS Online Plus -- Version 21.0.012 QQ-C 0.15 355 C 0.00 0.15 RUN DATE: 2Q-APR-Q7 --------Bottom Chords-~------- TT-Q 0.08 3 C 0.00 0.08 Q -5 0.07 1 T 0.00 0.07 S -u 0.04 0 T 0.00 0.04 U -w 0.01 0 T 0.00 0.01 W .53 0.00 0 T S3-Y 0.00 0 T Y -AA 0.01 0 T AA-BB 0.01 0 T BS-DD 0.01 0 T DD-FF 0.01 0 T FF-S4 0.00 0 T S4-HH 0.00 0 T HH-JJ 0.01 0 T 0.00 0.01 JJ-LL 0.01 0 T 0.00 0.01 LL.NN 0.01 0 T 0.00 0.01 NN-PP 0.01 0 T 0.00 0.01 PP-RR 0.03 0 T 0.00 0.03 RR-C 0.10 15 T 0.00 0.10 -------------Webs------------- TT-SS 0.15 122 T 0.00 0.15 ----------Gable Webs---------- Q -p 0.07 70 C 0.01 0.06 S -R 0.15 23] C 0.08 0.07 U -T 0.10 212 C 0.07 0.03 W ~v 0.05 218 C 0.04 0.01 Y -x 0.06 217 C 0.06 0.00 AA-Z 0.04 227 C 0.03 0.01 BB-B 0.03 326 C 0.03 0.00 DD-CC 0.03 227 C 0.03 0_00 FF~EE 0.06 217 C 0.06 0.00 HH-GG 0.04 217 C 0_04 0.00 JJ-II 0.07 215 C 0.07 0.00 LL-KK 0.07 217 C 0.07 0.00 NN~MM 0.07 218 C 0_07 0.00 PP-OO 0.07 204 C 0.07 0.00 RR~QO 0.17 272 C 0.09 0.08 CSI -Size- ----Lumber---- TC 0.15 2x , SPF-#2 BC 0.10 2x , SPF-#2 WB 0.15 2x , SPF-STUD GW 0.17 2x 3 SPF - STUD 0.06 2x 3 SPF-#2 W -v y -x AA-Z BB-B DD-CC FF-EE HH-GG Tf II 10-3-15 9-10-3 J1 r--QuanTYP;- S-pan- ,1 TR 310900 L_..._____,..._ _.~____.__ ---- - --- --- - ----1--- --l Pl-Hl Left OH Right OH I Engmeenng 6 0 1- 0- 0 T07041879 - -----~ - -- ~ --- -----. Job Mark GIS Ranch Roof DG 16-1-5 HO 3-5-11 5x6c:: B Z CC 'I 3x6-;.- Sl v I 1 JlJ 4x6.:..: C DG 21-4-13 HO 4-] EE GG ]x6..::;- S2 II KK M>I 00 QQ TT 2x411 Q S u W S3 Y 3x6= FF $4 HH 3x6= JJ NlI pp RR AA BB DO LL 1////// //// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /~/"7"'Zlo '0 10 --j1 ~t-- 1~-9-0 31-9-0 31-9-0 31.9-0 ALL PLATES ARE LOCK20 See Joint P For Typical Gable Plate Size and Placement Scale: 0,192" = l' 0.00 0.00 0.00 0.00 WEIGHT: 252.0 LBS CC LOCK 2.0x 4.0 Ctr Ctr 0_00 EE LOCK 2.0x 4.0 Ctr Ctr 0.00 GG LOCK 2_0x 4.0 Ctr Ctr 0.00 S2 LOCK ].Ox 6.0 Ctr Ctr 0.71 II LOCK 2.0x 4.0 Ctr Ctr 0.00 KK LOCK 2.0x 4.0 Ctr Ctr 0.00 MM LOCK 2.0x 4.0 Ctr Ctr 0.00 00 LOCK 2.0x 4.0 Ctr Ctr 0.00 QO LOCK 2.0x 4_0 Ctr Ctr 0.00 CLOCK 4.0x 6.0 Ctr 0.1 0.66 TT LOCK 2.0x 4.0 Ctr Ctr 0.45 Q LOCK 2.0x 4.0 Ctr Ctr 0.00 SLaCK 2.0x 4.0 Ctr Ctr 0.00 U LOCK 2.0x 4.0 Ctr Ctr 0.00 W LOCK 2.0x 4.0 Ctr Ctr 0.00 S] LOCK ]_Ox 6.0 Ctr Ctr 0.71 Y LOCK 2.0x 4_0 Ctr Ctr 0.00 AA LOCK 2.0x 4.0 Ctr Ctr 0.00 BB LOCK 2_0x 4.0 Ctr Ctr 0.00 DD LOCK 2.0x 4.0 Ctr Ctr 0.00 FF LOCK 2.0x 4.0 Ctr Ctr 0.00 S4 LOCK 3.0x 6.0 Ctr Ctr 0_71 HH LOCK 2.0x 4.0 Ctr Ctr 0.00 JJ LOCK 2.0x 4.0 Ctr Ctr 0.00 LL LOCK 2.0x 4.0 Ctr Ctr 0.00 NN LOCK 2.0x 4.0 Ctr Ctr 0.00 PP LOCK 2.0x 4.0 Ctr Ctr 0.00 RR LOCK 2.0x 4.0 Ctr Ctr 0.00 0_01 0.01 0.01 0.01 Brace truss as follows: O_C_ From To TC Cont. O~ 0- 0 31- 9- 0 BC Cont. 0- 0- 0 31- 9- 0 we 1 rows CLB on AA-Z we 1 rows CLB on BB-B we 1 rows CLB on DD-CC Attach CLB with (2}-10d nails at each web_ psf-Ld Dead Live TC 7.0 ]7.8 BC 8.0 0.0 TC+BC 15.0 37.8 Total 52.8 Spacing 24.0R Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fbzl.lO Fc=1.10 Ft=1.10 REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 Total Load Reactions (Lbs) Jt Down Uplift Horiz- TT 3606 2006 U 537 R Jt TT Brg Size 381.0" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Truss Design Engineer: Thomas A. Albani License #: 077357-1 Address' P.O. Box 280055, Tampa, FL 33682 Membr CSI P Lbs Axl-CSI~Bnd ----------Top Chords---------- SS-P 0.05 P -R 0_09 R -T 0.09 T -S1 0.08 Sl-V 0.09 V -x 0.11 X -Z 0.11 Z -B 0.1] B -CC 0.:12 CC-EE 0.12 EE-GG 0.10 GG-S2 0.08 S2-II 0_08 II-KK 0.08 KK-MM 0.08 MM-OO 0.08 oO-QO 0.12 REFER TO ROBBINS ENG. GENERAL Required O"-to- 381" TL Def! LL Defl Shear II 0.00" in RR-C O.OOR in RR-C Grain in QO-C L/999 L/999 0.26 112 T 130T 219 T 297 T 301 T 384 T 473 T 546 T 546 T 47] T ]83 T 299 T 295 T 277 C 298 C 318 C 336C Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF k SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y 5S LOCK 2.0x 4.0 Ctr Ctr PLOCK 2_0x 4.0 Ctr Ctr R LOCK 2.0x 4.0 Ctr Ctr T LOCK 2.0x 4.0 Ctr Ctr Sl LOCK 3.0x 6.0 Ctr Ctr V LOCK 2.0x 4.0 Ctr Ctr X LOCK 2.0x 4.0 Ctr Ctr Z LOCK 2.0x 4.0 Ctr Ctr BLOCK 5.0x 6.0 Ctr-O.l 0.00 0_00 0.00 0.04 0.04 0.06 0.07 0.08 0.08 0.07 0.06 0.04 0_04 0.00 0.00 0_00 0.00 0.05 0_09 0.09 0.04 0.05 0.05 0.04 0.05 0.04 0.05 0.04 0.04 0.04 0.08 0.08 0.08 0.12 Area Area JSr 0.45 0.00 0.00 0.00 0.71 0_00 0.00 0.00 0.64 Robbins Englneenng. Inc/Online Plus""@1996-2007Verslon21 0012 Englneenng - Portrait 4120/200723046 PM Page 1 of 2 Date Sealed: 4/20/2007 r---- Job 1~~o8030 I U# J#Q608030 T LGlS Ranch Roof Mark NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI!TPI 95 & 02 OH Loading Soffit pst 2.0 Design checked for LL on Be per BOCA (section 1606.2.3), lBC/IRe-20D3 and FBe 2004 (section 1607.1), 20.0 pst. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASeE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load: 4.0 pst Be Dead Load: 5.0 pst Roof Snow Load per AseE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 pst Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max compo force 355 Lbs Max tens. force 546 Lbs Quality Control Factor 1.25 r~~~;; _ T~e_~~~:~O P1-H1 6 Rohhros EnOlORfmnn In~ IOnhn~ PIli""" i!;) 1996-2007 VRrsiOl1 21 0012 FnOlnF!F!nnn. Pnrtr;!j1 4000007 ?104fi PM P"ln~::> of::> Left o OH Right OH 1- 0- 0 Engineering -"l _ T070~18~ .--l __ ___J lQ~Q~~30 :~-_I- ;;k I U# J#Q608030 Ranch Roof r-- I DG 10-5-2 HO 4-7 Tf I I II 6-8-3 6-0-7 I J 3x4= A --,--------- I Quan Type __L~__ TR Span 170000 4x4;::; B J P1-H1 8 Q L 3x4:::: Left OH 1- 0- 0 r--Enginc:nng----I . T07041879 ! j I I I I I I ! H 'I'~/ "'2x411 D B G I Right OH 1- 0- 0 DG 10-5-2 HO 4-7 K M o 3x4= C N P r / / LLC/ / / LL / 777-LL/ / / / / / / / / / / 777 / / L / I I L ~I a 8-6-0 - 10-0-0 17-0-0 SPL /7j ----j'~ 17-0-0 17-0-0 APPROX. TRUSS L/999 L!999 0.18 Area Area JS' 0.68 0.00 0.00 0.00 0.58 0.00 0.00 0.00 0.68 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0.00 Robbins Englneerrng. Ii'lC IOnllne Plus""@ 1996-2007 Versmn 21 0.012 Engineering. POrlra'l 4120/200723047 PM Page 1 ALL PLATES ARE LOCK20 See Joint D Por Typical Gable plate Size and Placement Scale- 0.344" = 1 ,___~ Robbins Engineering, 21.0.012 E -D G -F , -H J -B L -K N -I< P -0 IDe. /Onl10e Plus'~ 0.10 238 T 0.08 199 T 0.11 210 C 0.06 86 C 0.11 210 C 0.08 199 T 0.10 238 T TL De fl LL Def! Shear II 0.00" 0.00" Grain in P -C in P -C in A -0 Online Plus -- Version RUN DATE: 20-APR-07 TC BC GW CS' 0.09 0.07 0.11 ----Lumber---- SPF-#2 SPF-#2 SPF-STUD -5ize- 2x 4 2x 4 2x 3 Brace truss O.C. TC Cont. BC Cont. as follows: From 0- 0- 0 0- 0- 0 To 17- 0- 0 17- 0- 0 psf-Ld Dead Live TC 7.0 34.3 BC 8.0 0.0 TC+BC 15.0 34.3 Total 49.3 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 Be Fb=1.l0 Fc=l.lO Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1850 1095 U 223 R Jt A Brg Size 204.0" Required O"-to- 204" Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Mambr CSI P Lbs AxI-C5I-Bnd ----------Top Chords---------- A -0 0.09 177 C 0.00 0.09 D -F 0.09 86 C 0.00 0.09 F -8 0.07 83 T 0.00 0.07 H -B 0.07 202 T 0.00 0.07 B -K 0.07 202 T 0.00 0.07 K -M 0.07 83 T 0.00 0.07 M -0 0.09 86 C 0.00 0.09 o -C 0.09 177 C 0.00 0.09 --------Bottom Chords--------- A -E 0.07 5 T 0.00 0.07 E -G 0.03 0 T 0.00 0.03 G -I 0.01 0 T 0.00 0.01 I -J 0.01 0 T 0.00 0.01 J -Q 0.01 0 T 0.00 0.01 Q -L 0.00 0 T L -N 0.01 0 T 0.00 0.01 N -P 0.03 0 T 0.00 0.03 P -C 0.07 5 T 0.00 0.07 ----------Gab1e Webs---------- Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & gyp LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RRS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 3.0x 4.0 Ctr Ctr D LOCK 2.0x 4.0 Ctr Ctr FLOCK 2.0x 4.0 Ctr Ctr H LOCK 2.0x 4.0 Ctr Ctr BLOCK 4.0x 4.0 Ctr Ctr KLOCK 2.0x 4.0 Ctr Ctr M LOCK 2.0x 4.0 Ctr Ctr o LOCK 2.0x 4.0 Ctr Ctr CLOCK 3.0x 4.0 Ctr Ctr E LOCK 2.0x 4.0 Ctr Ctr GLOCK 2.0x 4.0 Ctr Ctr I LOCK 2.0x 4.0 Ctr Ctr J LOCK 2.0x 4.0 Ctr Ctr Q LOCK 3.0x 4.0 Ctr Ctr L LOCK 2.0x 4.0 Ctr Ctr N LOCK 2.0x 4.0 Ctr Ctr PLOCK 2.0x 4.0 Ctr Ctr REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa. FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading WEIGHT: 107.4 LBS Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / A5CE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load: 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load. 45.0 psf Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max compo force 227 Lbs Max tens. force 238 Lbs Quality Control Factor 1.25 Truss Design Engineer: Thomas A. Albani LIcense #: 077357-1 Address: P.o. Box 280055, Tampa, FL 33682 Date Sealed: 4/20/2007 L'- -Jo-b - ---~II ~ Mark -- -l-Q~~- ~;-- spa~--p-l=Hl-LeftOH- Right OH _~803Q__~_!L __~~ TR 170000 8 1~~_ -=-=-_0- 0 i U# J#Q608030 Ranch Roof I IT' I I I DG 10-5-2 HO 4-7 4x4-=- B 6-8-3 6-0-7 I 11 3x4::: A ~ W:308 R: 924 U: 547 I iW-o-'t L___ 4-5-7 ~ D 3x6::o 81 3x4= 8-~O 8-6-0 17-0-0- ALL PLATES ARE LOCK20 Robbins Engineering. Online plus -- Version 21.0.012 E-D RUN DATE: 20-APR-07 D -B D -F TC BC WB CSI 0.38 0.44 0.31 -Size- 2x 4 2x 4 2x 3 ----Lumber---- SPF-#2 SPF-#2 SPF-STDD Brace truss O.C. TC Cont. Be Cont. as follows: From To 0- 0- 0 17- 0- 0 0- 0- 0 17- 0- 0 psf-Ld Dead Live TC 7.0 34.3 BC 8.0 0.0 TC+BC 15.0 34.3 Total 49.3 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l.lS Fc=l.lO Ft=l.lO Be Fb=l.lO Fc=l.lO Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 925 547 U 223 R C 925 547 U 223 R Jt A C Brg Size 3.5" 3.5" Required 1.5" 1. 5" Plus plus 6 Wind Load Case(s) 2 Unbalanced Load Cases Membr CSI P Lhs Axl-CSI-Bnd ----------Top Chords---------- A -E 0.38 1073 C 0.00 0.38 E -B 0.38 771 C 0.00 0.38 B -F 0.38 771 C 0.00 0.38 F -C 0.38 1073 C 0.00 0.38 --------Bottom Chords--------- A -D 0.44 902 T 0.20 0.24 D -Sl 0.44 902 T 0.20 0.24 Sl-C 0.34 902 T 0.20 0.14 -------------webs------------- Ine./Online Plus. 0.27 415 C 0.31 518 T 0.27 415 C APPROX. TRUSS TL Defl LL Defl Shear II -0.07" -0.03" Grain in D in A in A -Sl -D -E L/999 L/999 0.35 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga. Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 3.0x 4.0 Ctr Ctr E LOCK 1. Ox 3.0 Ctr Ctr BLOCK 4.0x 4.0 Ctr Ctr FLOCK 1.0x 3.0 Ctr Ctr CLOCK 3.0x 4.0 Ctr Ctr D LOCK 3.0x 6.0 Ctr Ctr S1 LOCK 3.0x 4.0 Ctr Ctr REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES, Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI I ASCE 7-02 Robbins Engln€enng. Inc IOnline PluS IV ~ \996-2007 Version 21 0012 Eng'neering - Po"ra,t 4/201200723047 PM Page 1 ~--:--c-- --- I Engmeenng , T07041879 -l I I DG 10-5-2 HO 4-7 lx3'i F 3x4;-:: C 12-6-9 ~ W:308 R: 924 U: 547 J~ 1-1=0- 17-0-0 Scale 0.344":::; l' Area Area JSI 0.68 0.79 0.58 0.79 0.68 0.44 0.53 WEIGHT: 97.3 LBS Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf Be Dead Load: 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force J.073 Lbs Max tens. force 902 Lbs Quality Control Factor 1.25 Truss Design Engineer: Thomas A. Albani lIcense #: 077357-1 Address: P.O. Box 280055, Tampa, FL 33MQ Date Sealed: 4/20/2007 I Q60J;~30 -- i ~; -[~~~;. ~u# J#Q608(l30RanCh-Roof -- Type TR Span 170000 P1-H1 8 Le ft OH 1- 0- 0 . .Righot OH ll~~:~: DG 10-5-2 HO 4-7 DG 10-5-2 HO 4-7 Tj i I 6xB'i 'I,xv G 6-8-3 6-0-7 I ~ w:308 (*.) R: 12992 U:3385 F axlOl1 . 7x1211 ~~ut 8.6-0 11-0-8 I 8-6-0 12-3-12 17-0.0 5-11-8 I 3-5-0 4-8-4 ALL PLATES ARE LOCK20 l Robbins Online Plus -- Version 21.0.012 RUN DATE: 20-APR-07 Engineering, Ioe ./Online Plus'. APPROX. TRUSS 51-D 0.43 12039 T 0.25 0.18 D -c 0.76 14360 T 0.29 0.47 ---------Webs------------- G -F 0.09 635 C F -H 0.47 6429 T H -E 0.65 3913 C E -B 0.92 12572 T E -I 0.65 3913 C I -0 0.47 6429 T o -J 0.09 635 C -----------Sliders------------ A -G 0.08 382 T J -c 0.08 382 T *************** .. 2-Ply Truss .. *******...**.*** CSI -Size- ----Lumber---- TC 0.97 2x 4 SPF-2100 BC 0.76 2x , SP.HOO WE 0.92 2x , SPF-2100 0.65 2x , SPF-STUD G .F H .E . .1 D -J SL 0.08 2x 4 SPF-STUD Brace truss ., follows: TL Def! -0.]0" in E -SI L/65] D.C. From To LL Def! -0.22" in . .SI L/908 TC Cont. O. 0- 0 17. O. 0 Shear II Grain in A .F 1. 00 BC Cont. O. 0- 0 17. ,. 0 psf-Ld Dead Live TC 7.0 ]0.0 BC 18.0 ]0.0 TC~BC 25.0 60.0 Total 85_0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=I.00 Ft=1_00 BC Fb=1.00 Fc=1.00 Ft=1.00 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF . SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 6.0x14.0 5.7 4.4 GLOCK ].Ox 4.0 Ctr Ctr H LOCK 6.0x 8.0 Ctr Ctr BLOCK 7.0x 8.0 Ctr-2.1 I LOCK 6.0x 8.0 Ctr Ctr J LOCK ].Ox 4.0 Ctr Ctr CLOCK 6.0x14.0-5.7 4.4 F LOCK 8.0x10.0~0.8-1_2 E LOCK 7.0x12.0 Ctr~O.] Sl LOCK 7.0x 6.0 Ctr Ctr o LOCK 8.0x10.0 0.8-1.2 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 12992 ]]86 U 220 R C 12906 ]]]2 U 220 R Area Area JSI 0.92 0.64 0.95 0.98 0.95 0.64 0.92 0.88 0.94 0.95 0.88 Jt A C Brg Size ].5" 3.5" Required 5.4" ** 5.]" ** 1 Girder. Snow Load Fctrs - Lbr 1.15 PIt 1.15 Dead Live* From To 14 69 0.0' 17.0' 411 1025 0.0' 17.0' LC' Dur pH TC V BC V REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 Plus 6 Wind Load Case{s} Plus 2 Unbalanced Load Cases REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS. ----------Top Chords---------- NOTES: A -G 0.97 17]60 C 0_60 0.37 Trusses Manufactured by: G -R 0.79 16932 C 0.59 0.20 TRIANGLE BUILDING PRODUCTS H -B 0.51 11809 C 0.26 0.25 Analysis Conforms To: B -I 0.51 11809 C 0.26 0.25 ANSI/TP1 95 . 02 I -J 0.79 16932 C 0.59 0.20 Girder Common J -c 0.97 17360 C 0.60 0.37 Loading BC ------~-Bottom Chords--------- Span 32- 0- 0 A -F 0.76 14360 T 0.29 0.47 2 COMPLETE TRUSSES REQUIRED. F -E 0.55 12039 T 0.25 0.30 Fasten together in staggered E -Sl 0.55 12039 T 0.25 0.30 pattern. (1/2" bolts -OR- Robbins Engineering. Inc.lOnllne Plus"'@1996.2007VerSlon21 0 012 Engineenng. Portrait 4120/200723047 PM Page 1 of 2 6xa.:::- 51 7x6= D ax1011 ~ (Ul W:3Da R:1Z905 U:3332 I7.0.0 . co! 17-0-0 . 13-7-0 I Scale 0,351" = l' WEIGHT: 152.3 LBS SDS3 screws -OR- 10d nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 1 12 24 0 BC 2 4.5 9 0 we 1 8 a Web connection Exception Use 4" spacing for screws or nails on the following webs H -E E-I OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), lBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Use properly rated hangers for loads framing into girder truss. Wind Loads ~ ANSI/ ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed, 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psi Be Dead Load: 11.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 psf Truss Design Engineer: Thomas A. Albani License #: 077357~ I Address: P.O. Box 280055, Tampa, FL 33682 Date Scaled. 4120/2007 [-Q6~~~~~-I~~. LE# J#Q608030 Ranch Roof Quan 1*2P Type TR 1. 00 1.00 1. 20 0.76 1. 25 Importance Factor Thermal Factor Exposure Factor Balanced Load Factor Unbalanced Load Factor Unbalanced Loads Checked Load Factors z 1.25 and 0.00 Max compo force 17360 Lbs Max tens. force 14360 Lbs Quality Control Factor 1.25 Span 170000 P1-H1 8 Robbins Engineering, Inc tOnline Plus"'@1996-2007Version21 0012 Enllineerinll' Portrait 4/201200723047 PM Paqe 2 of 2 ~~f~_ or-Rig~t~OH I ~~~~:~:nE-1 _J I Q60J;~30 _ r~;~~ ru#~#Q608030 Ranch Roof I . -r Q~an ~e ---~---_._----_.~ Span 380000 Pl-R1 6 ~ft OHRight OR -II Engm''':;n~~j 1- 0- 0 1- 0- 0 T07041879 --~--- DG 21-4-13 HO 4-] 5x6= B DG 21-4-13 HO 4-3 -~ 4x6~ 5 lO-3~15 9-10-] 11 10- 0- 0 10- 0- 0 3x8:1 4x6= e Cant:4- 4 M W:308 R: 1352 U: 626 o Te 0 Be 0 ~ K 2x411 I' W:308 R:2172 U: 571 N #7x8= L 6x8= U .2lt411 , W:308 R,2336 U: 970 7-5-12 7-5-12 12-0-12 12-0-12 114-11-61 r D ..1.~~O-O_-L~:z':}_~^!.'_1--~1:.3-14__+-___3_8-0-0 22.].4 29-3-14 38-0-0 -38-0-0 ALL PLATES ARE LOCK2Q, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.166" = l' L...___ Robbins Engineering, IDc./Online Plus'. Online Plus -~ Version 21.0.012 RUN DATE: 20-APR-07 APPROX. TRUSS WEIGHT: 268.3 LBS Q LOCK 4.0x 8.0 Ctr Ctr 0.63 V LOCK 3.0x 6.0 Ctr 0.2 0.75 Te eS1 -Size- ----Lwnber---- 0.89 2x 4 SP-24DO 0.86 2x 4 SPF~#2 A -51 Sl-B 0.58 2. 4 SPF-2100 B -S2 0.71 2x , SPF-2100 0.]8 2x 8 SP-2400 N -L 0.68 2x SPP-2100 L -e 0.86 2x 3 SPF-STUD 0.51 2x 3 SPF-#2 N -0 L -5 L -P 0.52 2x 3 SPF-#2 0.72 2x 3 SPF-STUD 2x , SPF-#2 Membr CSI P Lbs Ax1-CSI-Bnd ----------Top Chords~~ A -G 0.8] 2]85 C 0.00 0.8] G -Sl 0.86 28]9 C 0_0] 0.8] Sl-0 0.]9 2756 C 0.09 0.]0 o -R 0.]4 1805 C 0.04 0.]0 R -B 0.34 1405 C 0.01 0.3] B -S 0.31 1412 C 0.01 0.]0 S -S2 0.58 2782 C 0.09 0.49 S2-P 0.77 2953 C 0.04 0.7] P -C 0.89 3812 C 0.20 0.69 --------Bottorn Chords--------- A -K 0.24 2129 T 0.12 0.12 K -N 0.71 2131 T 0.12 0.59 N -L 0.38 248] T 0.09 0.29 L -U 0.55 ]435 T 0.32 0.23 U -C 0.68 3435 T 0.]2 0.36 -------------Webs------~------ K 4G 0.86 2047 C G -N 0.81 1346 T N.O 0.22 575 T V -S 0.51 975 T 0.3] L -v 0.51 973 T 0.33 L -P 0.43 1111 C U -p 0.09 156 T ------Attic Chords (Top) ------ a -Q 0.52 1378 C 0.22 0.30 Q -v 0.21 24 T 0.00 0_21 -- -- -- -Attic Webs (Top) -- -- R -Q 0.27 504 C Q.B 0.57 946 T o -S 0.72 1642 C # = Plate Monitor used Be REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 Brace truss .. follows: D.C. From To Te Cont. 0- 0- 0 38- O. 0 Be Cont. 0- 0- 0 38- 0- 0 WB 1 rows eLB on L -P Attach eLB with (2) -lOd nails .t each web. psf-Ld Dead Live Te 7.0 30_0 Be 8.0 0.0 TC+BC 15.0 30.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Te Fb=1.15 Fc=1.l0 Ft..1.10 Be Fb,,1.10 Fc..1.10 Ft=1.10 0.18 0.18 1 Br REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Run vertical thru bottom chord Joint N Design checked for LL on BC per BOCA (section 1606.2_3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 pst. NOTE: USER MODIFIED PLATES 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: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 WB ACT AWT WG TL Defl LL Defl Shear // -0.42" -0.32" Grain in N -L in N -L in A -G L/851 L/999 0.60 Total Load Reactions (Lbs) Jt Down uplift Horiz- A 1353 626 u 354 R K 2173 572 U C 2337 970 U 357 R Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED wITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 4.0x 6_0 Ctr Ctr GLOCK 4.0x 6.0 Ctr Ctr Sl LOCK 3.0x 6.0 Ctr Ctr o LOCK 3.0x 6.0-0.2 0.3 R LOCK 2.0x 4.0 Ctr Ctr BLOCK 5.0x 6.0 Ctr-0.1 S LOCK 4_0x 6_0 Ctr Ctr S2 LOCK 3.0x 8.0 Ctr Ctr PLOCK 3.0x 6.0 Ctr Ctr CLOCK 4.0x 6.0 Ctr 0.1 CLOCK 3.0x 8.0 Ctr Ctr KLOCK 2.0x 4.0 Ctr Ctr N# LOCK 7.0x 8.0 1.2 0.9 L LOCK 6.0x 8.0 Ctr 1.2 U LOCK 2.0x 4.0 Ctr Ctr Jt Brg Size Required A 3.5" 1.6" K 3.5" 2_5" e 3.5" 3.0" Le. 1 Attic & Snow Load Pur Pctrs Lbr 1.15 PIt 1.15 pH Dead Live* From To Te V 14 " 0.0' 38.0' Be V 16 0 0_0' 38.0' Be V 10 60 12.2' 22.2' MA V 10 0 12.1' 22.3' MAV 10 0 0.2' 6.1' MAV 10 0 0.2' 7.9' Plus , Wind Load Case(s) Plus 2 Unbalanced Load Cases Area Area JS1 0.75 0.81 0.84 0.83 0.38 0.69 0.83 0.97 0.82 0.91 0.00 0.62 0.81 0.78 0.40 Truss Design Engineer: Thomas A. Albani LIcense #: 077357-1 Address: P.O. Box 280055. Tampa, FL 33682 RObbins Engineering, Inc./Online Plus"'@1995-2007Version21,0,012Engineering- Portra,t 4/20/20072.30'48 PM Page 1 of 2 Date Sealed: 4/20/2007 I------~. I IE~gm'ering -I Job 1 Mark Quan Type Span Pl-Hl Left OH Right OH ~608030 T3 3 TR 380000 6 1- 0- 0 1- 0- 0 I 1'07041879 . --_.---,,-- l_U:# J_#Q608030 Ranch Roof J -. ------ Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 pst Be Dead Load : 5.0 psi Roof Snow Load per ASCE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max compo force 3812 Lbs Max tens. force 3435 Lbs Quality Control Factor 1.25 Robbins ErlQlneenflQ, InC.lOnline PlusTU@1996-2007VerSlon21.0.012EnQineerina-POI1ralt 4/20/200723048 PM Paqe 2 of 2 1-;J~3~ -T--~~k--~~;~T~~ I u. ""':::":,"""'''' . I HO 4-3 ! IT II 110Ls I I f-_'~~O -12 12~O-12 114-11-61 --~~~:---Pl~Hi- ~~f~_ O~ -Rli_9~t_-~1I] ~~~~:7~~-1 ~ I I I I ! I I I W'~08 II R;2339 U, 9" i J~11 Scale 0'66" = ~ Sx6= B DG 21-4-13 HO 4-3 9-10-3 3xB~ S2 4x6= A 3x8!1 4x6= e Cant:4- 4 ~ W: 308 R: 1283 U: 472 _~9t-6-1-12 BETg 6-1-12 ~ K 2x411 ~ w:30a R:2623 u: 729 N #7x8= L 6x8= U lx411 19_-()~2-3-4 22-3-4 29-3-14 -29-3-14 38-0-0 ~8-0-0 L 38-0-0 ALL PLATES ARB LOCK20, # : PLATE SELECTED IN PLATE MONITOR Robbins Engineering, Ine./Online Plus~ Online Plus -- Version 21.0.012 RUN DATE: 20-APR-07 APPROX. TRUSS WEIGHT: 268.4 LBS Q LOCK 4.Qx 8.0 Ctr Ctr 0.64 V LOCK 3.0x 6.0 Ctr 0.2 0.75 eS1 -Size- ----Lumber---- Te 0.91 2. 4 SPF-#2 0.59 2. 4 SPF-2100 B -S2 0.89 2. 4 SP-2400 S2-C Be 0.68 2. 6 SPF-2100 0.37 2. 8 SP-2400 N -L 0.68 2. 4 SPF-2100 L -e WB 0.89 2. 3 SPF-STUD 0.68 2. 3 SPF-#2 G -N N -0 L -S L -p ACT 0.53 2. 3 SPP-#2 AWT 0.72 2. 3 SPF.STUD WG 2. 6 SPF-#2 Membr CSI P Lbs Axl~CSI-Bnd ----------Top Chords--------~- A -G 0.91 2277 C 0.10 0.81 G -51 0.85 2843 C 0.04 0.81 Sl-O 0.60 2758 C 0.09 0.51 o -R 0.55 1760 C 0.04 0.51 R -B 0.35 1397 C 0.01 0.34 B -S 0.30 1407 C 0.01 0.29 S -S2 0.59 2795 C 0.09 0.50 S2-P 0.78 2959 C 0.04 0.74 P ~C 0.89 3818 C 0.20 0.69 ------~-Bottom Chords--------- A -K 0.27 2033 T 0.12 0.15 K -N 0.68 2034 T 0.12 0.56 N -L 0.37 2496 T 0.09 0.28 L -u 0.55 3441 T 0.32 0.23 U -C 0.68 3441 T 0.32 0.36 -----------~~Webs------------- K -G 0.89 2459 C G -N 0.68 1983 T N.O 0.30 567 T V -S 0.52 980 T 0.33 L -v 0.52 978 T D.33 L -p 0.43 1112 C U -P 0.09 156 T ~-----Attic Chords (TOp) ---~-- o -Q 0.53 1386 C 0.23 0.30 o -v 0.21 26 T 0.00 0.21 --.----Attic Webs (Top) ------- R.O 0.24 442 C o -B 0.56 940 T Q -S 0.72 1646 C # = Plate Monitor used Brace truss as follows: O.C. From To TC Cant. 0- 0- 0 38- 0- 0 BC Cant. 0- 0- 0 38- 0- 0 WB 1 rows CLB on L -P Attach CLB with (2}-10d nails lit each web. 0.19 0.19 1 Br REVIEWED BY, Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OR Loading Soffit psf 2.0 Run vertical thru bottom chord Joint N Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1). 20.0 psf. NOTE: USER MODIFIED PLATES 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, 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 psf-Ld Dead Live TC 7.0 30.0 BC 8.0 0.0 TC+BC 15.0 30.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb~1.l5 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft~1.10 TL Den LL Den Shear / / -D.43" .0.33" Grain in N in N in G -L -L -Sl L/874 L/999 0.57 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1283 473 U 354 R K 2624 729 U C 2339 966 U 357 R Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 4.0x 6.0 Ctr Ctr GLOCK 4.0x 6.0 Ctr Ctr 51 LOCK 3.0x 8.0 Ctr Ctr o LOCK 3.0x 6.0-0.2 0.3 R LOCK 2.0x 4.0 Ctr Ctr BLOCK 5.0x 6.0 Ctr-0.1 S LOCK 4.0x 6.0 Ctr Ctr 52 LOCK 3.0x 8.0 Ctr Ctr PLOCK 3.0x 6.0 Ctr Ctr CLOCK 4.0x 6.0 Ctr 0.1 CLOCK 3.Dx 8.0 Ctr Ctr KLOCK 2.0x 4.0 Ctr Ctr N# LOCK 7.0x 8.0 0.9 0.9 L LOCK 6.0x 8.0 Ctr 1.2 U LOCK 2.0x 4.0 Ctr Ctr Area Area JSI 0.75 0.92 0.89 0.83 0.38 0.69 0.8] D.98 0.82 0.91 0.00 0.81 0.88 0.78 0.40 Truss Design Engineer: Thomas A. Albani LIcense #: 077357.1 Address: P.O. Box 280055, Tampa, FL 33682 Jt Brg Size Required A ].5" 1. 5" K ].5" ].08 e 3.5" 3.0" Le, 1 Attic . Snow Load Dur Fctrs - Lbr 1.15 Plt 1.15 pH Dead Live* From To Te V 14 76 0.0' 38.0' Be V 16 0 0.0' 38.0' Be V 10 60 12.2' 22.2' MA V 10 0 12.1' 22.3' MAV 10 0 0.2' 6.1' MAV 10 0 0.2' 7.9' Plus 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases RObb,ns Eng,neenng. Inc IOnline Plus"'@1996-2007Version210012Engineenng- Portrail 4120/200723048 PM Page 1 of 2 Date Sealed. 4/20/2007 [~6~~~-L ~~~__J U# J#Q608030 Ranch Roof Building Type: Enclosed Zone location, Exterior TC Dead Load 4.0 psf Be Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 paf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max compo force 3818 Lbs Max tens. force 3441 Lbs Quality Control Factor 1.25 Quan 4 Type TR Span 380000 P1-H1 6 Left OH 1- 0- 0 Robbins Enqmeenna Inc.lOnline P1us "'@1996-2007VerSlon21.00t2Enaineenna-Portralt 4/20/2007230.48 PM Pact' 2 of 2 Right 1- 0- OH o ~~~~~~~~] ~------ I Job I Q6mW30 i U# J#Q608030 --,--------,----- -- - Mark I Quan Type l T5 L_~ __'l'~ Ranch Roof DG 16-1-5 HO 3-5-11 5x6=.: B IT 61 3x6-;::. F 1I~ O~ 0 10-3-15 9-10-3 J 4x8= l____ D 3x411 [ HGR R:2266 U: 780 ~ Id . 7x6:::: 5-9-12 5-.9-12 9.4.10 12-9-0 :1"6-0-4 Span 310900 I 3x6 16-0-4 31-9.0 G~~~;7~9j ~] I I P1-H1 6 Left OH o Right OH 1- 0- 0 DG 21-4-13 HO 4-3 3x6.;;:;- H 3x811 4x6= C I ~ I w:308 I R:2161 U: 896 31-9-0 ----ff1 I 31-9-0 ----cJ 0 - ~ Scale 0.192" =,' J G 7x12= L 2x411 23-0-14 23-0-i4: ALL PLATES ARB LOCR20 Engineering, Inc./Online Plus'. APPROX. H -S1 0.74 2559 C 0_07 0.67 Sl-M 0.95 2700 C 0.04 0.91 M -C 0.97 3466 C 0.06 0.91 ------~-Bottom Chords--.------ D -E 0.89 360 T 0.00 0.89 E -G 0.96 2272 T 0.07 0.89 G -L 0.92 3127 T 0.29 0.63 L -C 0.67 3128 T 0.29 0.38 --.-~--------Webs------------- D -A 0.91 2539 C WindLd A -E 0.88 2576 T E -p 0.31 376 C I -H 0.98 831 T 0.26 G -I 0.98 828 T 0.26 G -M 0.49 1254 C L -K 0.15 249 T ------Attic Chords (Top) ____u F -J 0.43 1196 C 0.16 0.27 J -I 0.24 97 T 0.03 0.21 ---~-.-Attic Webs (Top)------- K -J 0.18 402 C J -B 0.51 852 T J -H 0.59 1345 C Robbins Online Plus -- Version 21.0.012 RUN DATE: 20-APR-07 IC BC CSI 0.97 0.96 0.92 G -C 0.98 0.91 D .A 0.43 0.59 -Sili:e- 2x 4 2x 8 2x 4 ----Lumber---- SPF-2100 SP-2400 SPF-2100 2x 3 2x 3 E .F 2x 3 2x 3 2x 6 SPF-#2 SPF-STUD L -M SPF-#2 SPF-STUD SPF-#2 WB ACT AWI WG Brace truss as follows: a-c. From To TC Cont. 0- 0- 0 31- 9- 0 BC Cont. 0- O~ 0 J1~ 9. 0 we 1 rows CLB on G -M Attach CLB with (2)-IOd nails at each web. psf-Ld Dead Live Te 7.0 30.0 BC 8.0 0.0 TC+BC 15.0 30.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.15 plate Duration Factor 1.15 TC Fb~I.l5 Fc~I.10 Ft~1.10 BC Fb~1.10 Fc~l.lO Ft~1.10 TL Defl LL Defl Shear // -0.95" in E -G -0.78" in E -G Grain in SI-M Plates for each ply each face. PLATING CONFORMS TO TPI_ PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Flate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 5.0x 6.0 0.5-0.3 FLOCK 3.0x 6.0-0.2 0.3 KLOCK 2.0x 4.0 1.5 0.8 BLOCK 5.0x 6.0 Ctr-0.1 H LOCK 3.0x 6.0 Ctr Ctr Sl LOCK 3.0x 8.0 Ctr Ctr M LOCK 3.0x 6.0 Ctr Ctr CLOCK 4.0x 6.0 Ctr 0.1 CLOCK J.Ox 8.0 Ctr Ctr D LOCK 3_0x 4_0 0.2 Ctr E LOCK 7.0x 6.0-0.5-0.6 GLOCK 7.0x12.0 Ctr 1.8 L LOCK 2.0x 4.0 Ctr Ctr J LOCK 4.0x 8.0 Ctr Ctr I LOCK 3.0x 6.0 Ctr 0.2 Total Load Reactions (Lbs) Jt Down Uplift Horiz- D 2266 781 U 438 R C 2161 897 U 315 R Jt Brg Size Required D 3.5" 1.9" C 3.5" 2.7" LCO 1 Attic . Snow Load Dur Fctrs Lbr 1.15 PH 1.15 plf Dead Live- From 10 TC V 14 76 0.0' 31.8' BC V 16 0 0.0' 31.8 ' BC V 20 60 5.9' 15.9' MAV 10 0 5.9' 16.0' MAV 10 0 0.3 ' 6-1 ' MAV 10 0 0.3' 7.9' Plus 6 wind Load Case(s) Plus 2 Unbalanced Load Cases Membr CSI P Lbs Axl-CSI-Bnd ------Top Chords---------- 0.66 2503 C 0.03 0.63 0.64 1547 C 0.01 0.63 0.14 1304 C 0.00 0.14 0.21 1316 C 0.04 0.17 REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd_ Tampa, FL 33610 A -F F -K K -B B -H REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Robbins EngIneering. Inc/Online Plus"'@1996--2007Version21 0 012 Engineering. Portrait 4/20/20072.30.49 PM Page 1 012 Date Sealed: 4/20/2007 0.72 0.72 1 Br L/392 L/479 0.65 Area Area JSI 0.94 0.72 0.70 0.64 0.97 0.94 0.93 0.92 0.00 0.99 0.89 0.60 0.40 0.56 0.75 TRUSS WEIGHT: 239.5 LBS ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OR Loading Soffit psf 2.0 Run vertical thru bottom chord Joint G Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 pst. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load: 4.0 psf BC Dead Load: 5.0 psf Roof Snow Load par ASeE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.84 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors ~ 1.25 and 0.00 Max compo force 3466 Lbs Max tens. force 3128 Lbs Truss Design Engineer: Thomas A. Albani License #: 077357-1 Address: P.O. Box 280055, Tampa, FL 33682 I~m_---r . Q6;~~30 1 ~;k [ui. J#Q608030 Ran<=h Roof Quality Control Factor 1.25 I Quan 8 --'---- Type TR Span 310900 PI-HI 6 Robbins Engineering, Ine/Onllne Plus no@ 1996-2007 VerS10ll21 0012 Engineering - Portraol 4120/200723049 PM Paoe 2 of 2 Left OH o Right OH 1- 0- 0 '~~~:7~~g9] _J Job Mark Q608030 U# J#Q608030 Ranch VI Roof DG 3-8-5 HO 4 -[1 , I 2-0-13 2-0-12 _U 2x4":/ I l__ Tel aCid Quan 1 Span 60109 PI-HI 8 Left OH o Right OH o .~~~:;1';;9 J , Type VL.SB 4x4:-:: --1 D *2x41~ DG 3-8-6 HO 4 l I I I i I 6-1-9 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement I 6-1-9 6-1-9------ Robbins Engineering, Online Plus -- Version 21.0.012 RUN DATE: 2Q-APR-07 Ine./Online Plus~ APPROX. TRUSS Scale: 0.699" :;- l' TC BC GW CSI 0.23 0.20 0.04 -size- 2x 3 2x 3 2x 3 ----Lumber---- SPF-#2 SPF-#2 SPF-STUD Brace truss D.C. Cont. Cont. follows: From 0- 0- 0 0- 0- 0 To 6- 1- 9 6- 1- 9 as TC BC psf-Ld Dead Live TC 7.0 34.3 BC 8.00.0 TC+BC 15.0 34.3 Total 49.3 Spacing 24.0. Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=l.IO Ft=l.lO Be Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 543 320 U 71 R Jt A Brg Size 73.6" 74" Required O"-to- Plus Plus 6 Wind Load Case(s) 2 unbalanced Load Cases Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -B 0.23 92 C 0.00 0.23 B -C 0.23 92 C 0.00 0.23 --------Bottom Chords--------- A -D 0.20 2 C 0.00 0.20 D -C 0.20 2 C 0.00 0.20 ----------Gable Webs---------- D -B 0.04 131 C TL Defl LL Defl Shear II L/999 L/999 0.26 -0.01" -0.01" Grain in D in D in A -C -C -B Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y A LOCK 2.0x 4.0 0.1 Ctr BLOCK 4.0x 4.0 Ctr-0.3 CLOCK 2.Qx 4.0-0.1 Ctr D LOCK 2.0x 4.0 Ctr Ctr Area Area JSI 0.59 0.46 0.59 0.00 REVIEWED BY: Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load: 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load 45.0 psf Robbins Engineering, Inc fOnljne Plus""@ 199&-2007 Version 21 0012 Engineenng. Portrait 4/20/200723049 PM Page 1 WEIGHT: 20.3 LBS Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbalanced Load Factor 1.25 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 131 Lbs Max tens. force 96 Lbs Quality Control Factor 1.25 Truss Design Engineer: Thomas A. Albani License #: 077357-1 Address: P,O. Box 280055, Tampa, FL 33682 Date Sealed: 412012007 I Q608030 I U# J#Q608030 I I I I I I Job Mark V2 Ranch Roof rT7T / /l o I : I o ~I . ------ Quan 1 Type SP Span 30409 P1-H1 8 T I fDG 'I HO I 1-10-2 12 4x4= 1-2-4 L &' TQ3-61 -BcIFU 1-8-5 I ]-1-] ).1.) I Ii(] ]-4-9 ALL PLATES ARE LOCK20 Robbins Engineering, lnc./Online Plus~ APPROX. Online plus Version 21.0.012 Shear II Grain in D -B RUN DATE, 20-APR-07 TC BC csr 0.03 0.02 -Size- 2x 3 2x 3 ----Lumber---- SPF-#2 SPF-#2 Brace truss as follows: D.C. From To TC Cont. 0- 0- 0 3- 4- 9 BC Cont. 0- 0- 0 3- 4- 9 psf-Ld Dead Live TC 7.0 34.3 Be 8. 0 0 . 0 TC+BC 15.0 34.3 Total 49.3 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 Be Fb=1.10 Fc=l.lO Ft=l.lO Total Load Reactions (Lbs) Jt Down Uplift Horiz- D 278 164 U 32 R Jt D Brg Size 33.8" Required O"_to- 34" Plus 6 Wind Load Case(s) Membr CSI P Lbs AxI-CSI-Bnd ----------Top Chords---------- D -B 0.03 101 C 0.00 0.03 B -E 0.03 101 C 0.00 0.03 --------Bottom Chords--------- D -E 0.02 1 T 0.00 0.02 TL Defl LL Defl L/999 L/999 O.oon in D -E 0.00" in D -E TRUSS WEIGHT: 9.9 LBS 0.10 Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load: 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load 45.0 psf Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 1.20 Balanced Load Factor 0.76 Unbalanced Load Factor 0.00 Max compo force 101 Lbs Max tens. force 78 Lbs Quality Control Factor 1.25 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Plate - RHS 20 Ga, Gross Jt Type PIt Size X Y D LOCK 2.0x 4.0 0.1 0.1 BLOCK 4.0x 4.0 Ctr-1.8 E LOCK 2.0x 4.0-0.1 0.1 Area Area JSr 0.51 0.41 0.51 REVIEWED BY, Robbins Engineering, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSr/TPr 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), rBC/rRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. 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: 120 mph Mean Roof Height: 25-0 Robbins Engineering, InclOnljne Pius"" ~ 1996-2007 Version 21 0012 Engineering. Portrait 4/2012007241.32 PM Page 1 Left OH o Right OH o Engineering T0704] 879 DG 1-10-1 HO 12 Scale: 0.799" = l' Truss Design Engineer: Thomas A. Albani License #: 077357-1 Address: P.O. Box 280055, Tampa, FL 33682 Date Sealed: 412012007 ,------ -------~-----,----------,----, ------ j PLATE LOCATION ROBBINS ENG. GENERAL NOTES & SYMBOLS ft108 I%~> Center plates on joints unless otherwise noted in plate list or on drawing. Dimensions are given in inches (Le. 1 1/2" or 1.5" ) or IN-16ths (Le. 108) PLATE SIZE AND ORIENTATION 3x5 II The first dimension is the width measured perpendicular to slots. The second dimension is the length measured parallel to slots. Plate orientation, shown next to plate size, indicates direction of slots in connector plates. f~"" .,l fT'TT ":,, --.1..,[J- . ------~- FLOOR TRUSS SPLICE ( 3X2, 4X2, 6X2 ) f-llL_f (W) ~ Wide F ace Plate (N) ~ Narrow Face Plate DIMENSIONS All dimensions are shown in FT-IN-8X (Le. 6' 81/2" or 6-08-08 ). Dimensions less than one foot are shown in IN-8X only (Le. 708). 1'--6-08-08 ----t H708 ~ ROBBINS connector plates shall be applied on both faces of truss at each joint. Center the plates, unless indicated otherwise. No loose knots or wane in plate contact area. Splice only where shown. Overall spans assume 4" bearing at each end, unless indicated otherwise. Cutting and fabrication shall be performed using equipment which produces snug-fitting joints and plates. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication and the attached truss designs are not applicable for use with fire retardant lumber and some preservative treatments. Nails specified on truss design drawings refer to common wire nails, except as noted. The attached design drawings were prepared in accordance with" National Design Specifications for Wood Construction" (AF & PA )," National Desi9n Standard for Metal Plate Connected Wood Truss I Construction" (ANSI/TPI1), and HUD Design Criteria for , Trussed Rafters. LATERAL BRACING Designates the location for continuous lateral bracing (CLB) for support of individual truss members only. CLBs must be properly anchored or restrained to prevent simultaneous buckling of adjacent truss members. ~ W :::; Actual Bearing Width (IN-SX) R = Reaction (Ibs.) U = Uplift (Ibs.) BEARING When truss is designed to bear on multiple supports, interior bearing locations should be marked on the truss. Interior support or temporary shoring must be in place before erecting this truss. If necessary. shim bearings to assure solid contact with truss. Robbins Eng. Co. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer to BCS11-03 as published by Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, Virginia 22314. Persons erecting trusses are cautioned to seek professional advice concerning proper erection bracing to prevent toppling and " dominoing ". Care should be taken to prevent damage during fabrication, storage, shipping and erection. Top and bottom chords shall be adequately braced in the absence of sheathing or rigid ceiling, respectively. It is the responsibility of others to ascertain that design loads utilized on these drawings meet or exceed the actual dead loads imposed by the structure and the live loads imposed by the local buildin9 code or historical climatic records. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN I SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS FABRICATOR. 6904 Parke East Blvd. Tampa, FI 33610-4115 Tel: 813-972-1135 Fax: 813-971-6117 www.robbinseng.com