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Home My WebLink About32493-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 06/21/07 NO: Z-32415 THIS CERTIFIES that the building MEDICAL OFFICE BUILDING Location of Property: 46850 CR 48 (HOUSE NO.) County Tax Map No. 473889 Section 55 (STREET) Block 5 SOUTHOLD (HAMLET) Lot 10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2006 pursuant to which Building Permit No. 32493-Z dated NOVEMBER 15, 2006 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 ONE STORY MEDICAL OFFICE BUILDING AS APPLIED FOR. The certificate is issued to SOUTHOLD MEDICAL ARTS BUILDING, INC. (OWNER) of the aforesaid building. 06/07/07 SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CI0-06-000B ELECTRICAL CERTIFICATE NO. 119864 OS/22/07 OS/23/07 KEVIN REMPE PLUMB.&HEAT. PLUMBERS CERTIFICATION DATED Signature Rev. 1/81 ,:.~~\ ff~- ~ n w ~ W: ',I II G ' t JJN.I 20a! ~ b~DG. DEPT ..--I-QW~Qf Si")ItlQL}) Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ~ (;3/- 37'f- r;cc~ APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in by typewriter or ink and submitted to the Building Department with the following: .. A. For new building or new use: 1. 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/ I 0 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 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 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: / Date. Location of Property: '-fb'85o Old or Pre-existing Building: CtC. 4S House No. Street (check one) ~Un+o~D, V.I/ I . Hamlet f'II ~ 17 IC..-It L ft {!..Tc?' :15 1/ I UJ 11i/6 ~5 Lot O~ -10 Block Suffolk County Tax Map No 1000, Section "Sou-rHoc~o - 1000 Owner or Owners of Property: Subdivision Filed Map. Date of Pem,it. lUou /5 ax6'Applicant: Lot: Permit No. 3241"6 Health Dept. Approval: C 10 -06 ~r;;3 Request for: Temporary Certificate Underwriters Approval: Final Certiticate: / (check one) dfJJ ,~ Applicant Signature Planning Board Approval: Fee Submitted: $ 50,DO e,fI.u,/L rr (5 "26 <S\~.7:J-7L{~ ('0-23,21.(/5 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. 32493 Z Date NOVEMBER 15, 2006 Permission is hereby granted to: ONR LLC PO BOX 1266 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A ONE STORY MEDICAL OFFICE BUILDING WITH ATTIC AS APPLIED FOR PER PLANNING AND SCHD APPROVAL. at premises located at 46850 CR 48 SOUTHOLD County Tax Map No. 473889 Section 055 Block 0005 Lot No. 010 pursuant to application dated SEPTEMBER 22, 2006 and approved by the Building Inspector to expire on MAY 15, 2008. Fee $ 782.00 ORIGINAL Rev. 5/8/02 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (631) 265-3075 Fax (631) 265-6057 Owner: South old Medical Arts Building Inc. Address: 46850 County Rd. 48 Municipality: South old NY Agent: Address: Ucense#: Application No.: Permit Number: 119864 32493 Lot: 010 Block: 0005 Section 055 Neubauer Electric LLC 420 A Lexington Ave. West Babylon NY 3867E neu b 11704 OwnerPhone Agent No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 36 Switches: 0 SubFeeds: 0 PoolsAbvBlo: 44 Receptacles: 2 Timers: 0 PoolslnGround: 3 GFCI Devices: 0 Transformers: 0 Pools Filter: 0 Dimmers: 2 ACEquipmentCentral: 30/50 0 Pools Lights: 22 MediumBasefixtures: 0 ACEquipmentWindow 0 CO Detectors: 14 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 3 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhirlpoolHotTub: 0 RefrigUnits: 0 DryerElectric: 1 Microwave: 0 WalkinBox: 4 Exhaustfans: 1 WaterHeaterElectric: 30A 0 ExhaustUnit: 0 CeilingFans: 0 SmokeDetectors: 0 SteamShower: 0 OW: 0 TrackLightingStrip: 0 BreadWarmers: 0 Laundry: 0 ElectricHeat: 0 GarbageDlsp: 2 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac: 6 ExitSigns: 2 Disconnects: 0 ChandelierLifts: 6 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: o Basemen l.'I FirstFloor LJ SecondFloo i;ii Outside I I Addition n Survey ~, New Const. Comments Commercial Medical Care Facility Wiring Final 5/22/07 I Additions UG l.liJ Amp: 400 Phase: 1 Volts: 240 WireType: CU Conductor 2-#3/0 # Meters: 2 Member I.A.E.!. Electrical Certificate Certificate No. LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate Issued on: 5/22/2007 Issued to Southold Medical Arts Building Inc. Address: 46850 County Rd. 48 Southold NY Neubauer Electric LLC 420 A Lexington Ave. West Babylon NY 11704 119864 '____"_ ,. 0 ... ltft s.II_, """"y,",, I'''' ".I'"17".'U:a T....' .'A 11'1' 7U. ..oa OI'fllC8 01' 1141 aUILDlNO ......CTOft TOWN 01' 8OU1HOLD .II" " · · r · , · · :':'." :rlE1c1l Il\6UcUIl' ,...i ~ ... 32 '-f'( 3 ~. ~i+ ~u<ttJ Ip .... PI' " ) ~\D ~ ?\0M~~ -\-~1- C0t'p~ (, .... ,Ir 1\ OW",.rl Pl~cl I _..Uly ~Nl~ ~... ..141.: WIM ill "Nt "''''1' 8\11pp1y .y.t_ cOllt'lna 1.., ""1\ Ilao of l' 1.... <----- ~ ....,-nUiiM... .1,uclII'.I-' Iworn ,"0 ..lor. .. "~l' .~:: ';:e~t ~~~L~ :::: ~ .. Notary "::6~N~~~~ QuaI7lJ~_lr York CommissiolrU:- Sept. ~ 'VXfl '- ~ Il~ COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS THOMAS LAGUARDIA, P.E. CHIEF DEPUTY COMMISSIONER GILBERT ANDERSON, P.E. COMMISSIONER LOUIS CALDERONE DEPUTY COMMISSIONER May 29, 2007 Dr. Scott Sheren 19 Tamners Neck Lane West Hampton, NY 11977 RE: Permit #48-219 Bond #70152329 is released and herewith enclosed. Please return your bond to your Bonding Company. To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. Very truly yours, William Hillman, P.E. Chief Engineer ';;;-u{~ M. Paul Campagnola Director of Highway Planning & Pennits WH:MPC:dm cc: Town of Southold SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE . YAPHANK, N.Y. f 1980 . (631) 852-4010 FAX (631) 852-4150 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 OFFICE WCATION: 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 SOUTH OLD May 22, 2007 Steve Fontana CBD Group 29 Central Avenue Hauppauge, New York 11788 Re: Dr. Scott Sheren Medical Office County Road 48, Southold SCIM#: 1000-55-5-10 Dear Mr. Fontana: At the written request of Steve Fontana date received May 10, 2007 requesting final site plan inspection, Planning Department staff performed a site visit on May 16,2007. In reference to the above, the Planning Board held a work session on May 21,2007 to discuss the approved site plan prepared by Stephen S. Fontana dated April 26, 2006 and last revised July 7, 2006, the resolution dated July 25, 2006 and staff site visit comments regarding the above referenced site plan. This is to inform you that the site plan requirements have been satisfied and include the following items: . The Planning Board approves the additional door to the west elevation of the building and the attic as applied for with the Building Department. As per the request from the agent, Stephen A Fontana, dated May 16,2007, the Planning Board approves the adjustment of the 2-3 white pines in the front of the property. The applicant is proposing moving these trees off the berm and closer the parking area to avoid screening the existing business sign on the property to the east. All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements. Outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. All lighting must meet town code requirements. As per landscape survivability, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. . . . . ~~!~~[Q) Dr. Scott Sheren Medical Office Page Two May 22, 2007 . As per Town Code ~280-127, "any change in use or intensity of use which will affect the characteristics of the site in terms of parking, loading, access, drainage, open space or utilities will require site plan approval". . The applicant agrees to complete all work, as necessary, with Suffolk County Department of Public Works under Highway Work Permit # 48-219. This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, ~dhouse Chairperson Ce: File Building Department Engineering Department CBD Group Architecture . Engineering . Planning, P.c. Stephen S. Fontana, RA Salvatore Capitano, PE 29 Central Avenue Hauppauge, NY 11788 Phone (631) 234-8877 Fax (631) 234-8903 email: office@cbdgroup.net February 26, 2007 Town of Southhold Building Department P.O. Box 1179 Southold, NY 11791 Atl: George- Building Inspector Re: Permit # 32493 Truss installation/strapping Dear George, Please be advised that the truss installation and the specified hold down strapping is in accordance with the approved plans and conforms to the Building Code of New York State. Respectfully submittfd, '1' Q~I/ !--/.,-./ v} " V:'y.I,A. . / / . j Steve Fon~R,A. >-:" 1"",,;,.) '--'",,);> ,0' _' ~ f\ t,:..t,,,, fW ~:'l' -'('"" . ,""."\ _*........."....._. 'HJ'!l -". \'_ ,,':-"'j _-~~ q-'~:~I~,"i"",,<t ,:-<. {;:',"_:::~I:~\:-' ,:) f (~~~~~'\'~ ~~:f rjl,J!-l~ ~:;;;~ -j., .~,;<':'.i '.'.""i.:~ ,.C' "'~ .... I.:':~:' ,-" , ' " " ", ''''' ,'-'K. " '. 1" ~"....,.<I\.. ".~' X" 'j;;.o" 'i,!ir.l ,., ; if- Ir~,,'f z{' r> '. " " ,.. ,_~ i) . .:.;:.'ll-'~.m ''t'" :,~J:r,,:~ >.."",~L _ ~""''''''''"'''. ",_._.."" :~,,";1'~'~m . --~.) ~...".:) /..........)> "'.v. "." . " '0. :.>...." '"",,. "iii>. ti':t 'V>e 0 ' ) -.. ",:>1." ~~;~...... ;c"..... .,..'*"1 .:;,,,/,h" \1 't. ~',i>,{;!'~.;:i,:nt1;'l; MA" " ~". p I'IIIf _ ~ l:.U'J( ,. . -- CBD Group Architecture . Engineering . Planning, P.C. Stephen S. Fontana. RA Salvatore Capitano, PE 29 Centra] Avenue Hauppauge, NY ]] 788 Phone (631) 234-8877 Fax (631) 234-8903 emai]: office@cbdgroup.net February 5, 2007 Town ofSouthho]d Bui]ding Department P.O. Box] ] 79 Southold, NY 1179] fE.B - 1 Att: George- Building Inspector ....__J Re: Permit # 32493 Dear George, Please be advised that I received and reviewed the Concrete Cylinder Tests prepared by Universal Testing & Inspection Services. Some of the tests do not meet the specified strength on the plans, however I reviewed the design loads of the structure and find that the compressive strength are acceptable. Additionally, 1 confirmed that the compressive strength shown on the test report exceed the minimum specified compressive strength of 2,500 psi as per Table ]904.2.2(2) of the Building Code of New York State Respectfully submitted, .--. J :;r-7 /~."J/ Y f ""_.....,-r.. ~_ I~/'\ .'.Ao. 7' .' "- JV _" .V' v'- Stev,e F.ontana R.A. \..~/ UNIVERSALTESTING & INSPECTION SERVICES, Inc. AASHTO- NATIONALLY ACCREDITED. Seils! Concrete! Aggregates! HMA Service Report CLIENT: CBD Design Construction 29 Central Ave. Hauppauge,NY 11788 DATE 1/29/07 REPORT# 07-0330 PROJECT: Southold Eye Care SPECIFIED STRENGTH: 3000 PSI CONTRACTOR: N/A PLANT: Action SAMPLED BY: Client DELIVERED BY: Client TESTS OF CONCRETE CORES IN COMPRESSION TESTS CONDUCTED IN ACCORDANCE WITH ASTM C-42 BY TECHNICIANS CERTIFIED BY ACI OR NICET. THIS lABORATORY IS INSPECTED BY THE CEMENT AND CONCRETE REFERENCE lABORATORY OF THE NATIONAL BUREAU OF STANDARDS, LICENSED BY NEW YORK CITY, CERTIFICATION #37. CYLINDER DIAMETER: 6" AREA: 28.27 SQ. INCHES CYLINDER DATE DATE AGE MAXIMUM TYPE IDENTIFICATION SLUMP CUT TESTED ATTEST LOAD (KIPS) P.S.I. FRACTURE Core-1 01/22107 01/29/07 7 76.5 2710 0 TESTED BY: Scaldafeni Lab#0129 Location: East Foundation Walls rRiE[D) UNIVERSAL TESTING ~ .// <P'- . By: THIS REPORT RELATES ONLY TO THE ITEMS AND/OR EMa TEST AND/OR INSPEffiD LOCATION AND IS CONFIDENTIAl PROPERTY OF THE UNIVERSAL GROUP AND IT'S CUENT (5). INFORMATION CONTAINED IN THIS REPORT MAY NOT BE PUBLISHED AND/OR REPODUCED WITHOOT '6RITIEN PERMISSION FROM THE UNIVERSAl GROUP. FAIlURE TO 00 so MAY RESULT IN LEGAlO8UGATlONS ON YOUR PART. UTI Headquarters: 73 Otis Street, West Babylon. NY 11704 (T) 631.491.5252/ 888.686.4522 (F) 631.491.5959 . -( CBD Group Architecture . Engineering . Planning, P.C. Stephen S. Fontana. RA Salvatore Capitano. PE 29 Central Avenue Hauppauge, NY 11788 Phone (631) 234-8877 Fax (631) 234-8903 email: office@cbdgroup.net December 11,2006 1B'22r)C:' Town ofSouthhold Building Department P.O. Box 1179 Southold, NY 11791 Att: George- Building Inspector Re: Permit # 32493 Dear George, Please be advised of the following site visits and observations: December 4, 2006 Observed reinforcing in forms in accordance with the approved plans December 17, 2006 Observed foundation and footing after concrete pour and removal of forms. All work in accordance with approved plans. December II, 2006 Observed rigid insulation on interior offoundation wall and footing as shown on approved plans. In conclusion, this is to certifY that the foundation, footing, and perimeter insulation is in accordance with the approved plans and the Building Code of New York State. Concrete strength reports to be submitted by G.C. 3~'JL9.J~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING I STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] IN ATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON REMARKS: INSPECTOR ~Y2JN p-b~ · >Ef 3244 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY N' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION REMARKS: ~ 't702b ~.c.hvsC0c77 ~ - ~ ~?V) .fY2o IlJ\ U IJ \ T .-0 t:....- AmL - OIC C'u'L-b'~_b~ _~r)JJ/T _ ~2 ItU'59-cCFi,) ~.u' , - ?~"z DATE 5 -2'2 -D7 INSPECTOR ~ 3 ~'L3 Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST ~ ROUGH PLBG. [ ] FOUNDATION 2ND [p<iINSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~< ,~ok, '47 ck, REMARKS: .~UV< o0Z DATE ;J.-"-- ~I ~ 07 INSPECTOR ~ ~ L_ ... j 2-fl9 3~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUtfDATION 1 ST [ ] ROUGH PLBG. [ ] ~DATION 2ND [ . ] INSULATION [ ~RAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REC~ .~;J <(. fu DATE INSPECTOR - '- ----.............- -- ------- -' - ') - 1 ,- / j ---~/~ / 3> - '-., '---=- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~RAMING I STRAPPING ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ~ .. /) '-.-/ REMARKS: [ ] ROUGH PLBG. ._ [~LATION (Ji-(7yL [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION c~""./, (j .. . .. ,\. ,~ J. f7'//.Y .I 1.. r/( ; /'. (J / C -)/- /~~ ~Z_-nJ . I 'j If) .Ie 7 c , , -.. " ... <. ...> ___. ,I" ' ;Jt-Cfc ...~t/<~0. ~~~~ ~ .. d!t. II '. .. c:... ... ~ L<:~''''. < f' ,~-1 j~ v~.' , . 1- ~ DATE i i INSPECTOR 7 .1 '\ /~;r/~ I .. J f I 5l-V13 t- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTrCO~UCTION [ ] FIRE RESISTANT ~NETRAnON REMA.,KS: A/'~\ ~ ~* liff &c/dir ~ (rU-l5S J~' -0 {vA-/l U~ //u-, .z;;i,k . J DATE 111"'7 / INSPECTOR I 32-TJ 32- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ~N~A~~S~E~]~~~~. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON REMARKS: ~y?--~~ ~ J/4fi, o/C - DATE INSPECTOR 3UJ93-2;- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [~UGH PLBG. S ~ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] F~E RESISTANT PENETRATION REMARKS: pLJ \-..l~ r " _ J Jv'\ ~~IA I?~ ~\k - ...... 4d f' DATE r1f'7/ ()~ r INSPECTOR ,.--... . / JLSC;t3~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 [ ] FOUN!A~~S~E~~~. ~ [ ] FOUNDATION 2ND [ ] INSULATION .J..f4.-t- [ ] FRAMING I STRAPPING [] FINAL ~ [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECT.6N [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /rJ ~~- S'~c.- ~r 14"/~~ ~ ItC( WA}>f7t rA-J~~~' I~~ ~ "> W~ -L J DATE r 1 ~ (o~ ( INSPECTOR _._~-- - . un!>b- JPrl TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 [~~A~~S~E~]!~~~. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON - ..c'.. DATE INSPECTOR .3 d-tq.3 z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION J><1.- FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION ] FRAMING I STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE I < . FIELD INS ECrION REPORT ! COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) 2 ~ ROUGH FRAMING & PLUMBING '" , ..., 1:1 l'I ..., INSULATION PER N. Y. STATE ENERGY CODE =: ~ l'I ..., lA. C! ~ \, ~~ -4-. ~ FINAL rn -'~-----'---'-'----- ADDITIONAL COMMENTS ~ 6JL~~ i~}i-:or~lr~~ '~..~~"ff~.~ ,~~~""eL ~. -~-~_ u_.__.__~_ '___ __no '1.-"-' _ ~~~JJ~ ~~""~DI<... "bPi... .---=--"'=----=- ~-~ " .;-----I+--tZ,tt---f'r Jv::.<." ~~rrk--{l--~J\-. ---.-. ---. ---- ~ ~ ~ ~-~. u'fklL'j)f:;t{.J)V....L-_______ '.::l P1-.~' .--- ...u . ...... '. 0 0 ,. -1t,-..o1.__...J-_-o 1 ~~ ' ..&i.LA- #_L ~ ?' ~.--~~.....,.c ,t... =~ ~'~7' ~'1~~lJ..~ .~'L.. =~.::;{~.;! 8~ o ... -_._~:-l SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY WORK PERMIT --------1 [i~-;fi1J REVIEW FEE $200.00 DATE PAID ---------------------- MAINT SEC I DATE PAID [-== --- - -------------- SECURITY I .-$30~OOO'OO-! DATE PAID u~I]jO~J ------------ PERMIT FEE [- $1,500.00 ] DATE PAID OliJ ofa-l L __ BOND# 11QIi~jiC} I CERTIFIED CHECK # r--- I 1- PERMIT # L__ 4i;~~CJ TYPE I NUl CR # [CR048] DATE ISSUED L~~J TAXMAP#: [-~t.~~.o5-10 I PROJECT NAME ~FIld~E~=:_ II J LETTER OF CREDlT# [=:'L_==:-LLLL] PERMITTEE ~..ScottShe;e~[[_LLL[.:L:_---i ADDRESS li9-T~~~~-Ne~k Lan;------- - ------~-------l ~~~~~~-~to~~-~---l~~}~=- ~--'~'-~__-_~:~~J PHONE # [_ ... ____nun] PURSUANT TO THE PROVISIONS OF SECTION 136, ART. 6, OF THE NEW YORK STATE HIGHWAY LAW, PERMISSION IS HEREBY GRANTED TO THE PERMITTEE TO: RETURN SECURITY TO THE FOLLOWING (IF DIFFERENT) 1-- L--.___________..________ ] Construct a 28 ft. wide commercial street type access with full depth asphalt pavement, concrete curbs with 25 ft. curb retum radii and pedestrian ramps. Install 111 ft. of 5 ft. wide concrete sidewalk, full depth 6" asphalt pavement concrete curbing with pedestrian ramps. Install a Type "0" leaching basin with frame and grate. Provide a paved 30 ft. wide temporary construction access extending into the site. Pavement will be constructed of 4" dense binder asphalt and 6" stabilized based material (see detail provided). Access to the remainder of the County road frontage must be restricted by fencing or other means approved by Suffolk County. Provide means for maintaining Suffoik County right-of-way clear of construction debris and a road sweeper must be available at all times. Maintenance and protection of traffic (MPT) requires at a minimum: flaggers, work zone warning signs (I.e. road work ahead, flagger ahead, be prepared to stop, trucks entering/exiting highway) and traffic control devices per NYS MUTCD. All drainage structures impacted by this operation must be cleaned during and after this operation ceases. Restore the county right-of-way. Prior to the start of any work, the stamped permit plan and attached construction detail and notes must be provided to the applicant's contractor and said contractor must arrange a pre-construction meeting with Ken Dantzig at 852-4788 a minimum of 48 hrs. prior to start of work. Concrete can only be poured when the temperature will be above 32 degrees for more than 7 days after pour. Asphalt and thermoplastic markings can oniy be installed when ground temperature is above 42 degrees. All work shall be performed with this Department's most recent general, traffic and material specifications and as directed by the County engineer. IN THE HAMLET/ VILLAGE OF: IS~-;;;h~'d-L-:L':"L:_] IN THE TOWN OF: [s-;,;n;;~d[[------l AS SET FORTH AND REPRESENTED ON THE ATTACHED PLANS, TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS. DATE SIGNED: REVIEWED BY /0 // ~ PERMITS ENGINEER: ~ (Initial) CHARLES J. BARTHA, P.E. COMMISSIONER OF PUBLIC WORKS ,f?t~ .. Chief Engineer ~ffi (P mi eel .........~ UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT, PLEASE COMPLETE THE FOLLOWING AND RETURN TO THIS DEPARTMENT. WORK AUTHORIZED BY THIS PERMIT HAS BEEN COMPLETED. REFUND OF DEPOSIT! BOND IS REQUESTED. DATE: SIGNATURE OF PERMITTEE! AGENT 100 NOTWRITEBEWWTHISLlNE--, ALL WORK AUTHORIZED BY THIS PERMIT IS: COMPLETED, REFUND DEPOSIT/ BOND SECURITY REQUIRED. AMOUNT: I I I INCOMPLETE. SEND CORRECTION LETTER. DATE SENT: REINSPECTlON. DATE CORRECTED AND COMPLETED: OTHER I- I DATE: PERMITS INSPECTOR: DATE: PERMITS ENGINEER: FORM NO.3 NOTICE OF DISAPPROVAL DATE: March 28, 2006 AMENDED: May 11, 2006 AMENDED: May 23, 2006 TO: Scott Sheren ale ONR LLC 19 Tanners Neck Lane Westharnpton, NY 11977 Please take notice that your application dated March 22, 2006 For permit for to construction of a medical/professional office building at Location of property: 46850 CR 48, Southold, NY County Tax Map No. 1000 - Section 55 BlockJ. Lot-.lQ Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 21.616 square foot lot in the Business (B) District, is not permitted without site plan approval. from the Southold Town Planning Board. You may now apply to this agency directlv. This Notice of Disapproval was amended on Mav 11. 2006, followinl! a chanl!e in the scope of the proiect and on Mav 23. 2006. to eliminate the need for a variance from the Zoninl! Board of Appeals based on averal!e setbacks of adiacent parcels. ~- . ed Si Note to Applicant: Any change or deviation to the above referenced application, may require further review by the South old Town Building Department. CC: file, Z.B.A., Planning Board FORM NO.3 NOTICE OF DISAPPROVAL DATE: March 28, 2006 AMENDED: May 11, 2006 TO: Scott Sheren alc ONR LLC 19 Tanners Neck Lane Westhampton, NY 11977 Please take notice that your application dated March 22, 2006 For permit for to construction of a medical/professional office building at Location of property: 46850 CR 48, Southold. NY County Tax Map No.1 000 - Section 55 Block2 LotJ.Q Is returned herewith and disapproved on the following grounds: The proposed construction. on this non-conforming 21.616 square foot lot in the Business (B) District. is not permitted pursuant to Article X. Section 100-1 03A. which states. "Structures shall be set back at least one hundred (100) feet from the right-of-wav." The proposed building is noted as being +/- 66 feet. In addition. please be aware that site plan approval. from the Southold Town Planning Board. will be required for this proposed proiect. This Notice of Disapproval was amended on Mav 11. 2006. followinl!: a chanl!:e in the scope ofthe proiect. 1/ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the South old Town Building Department. CC: file, Z.B.A., Planning Board FORM NO.3 ICE OF DISAPPROVAL DATE: March 28, 2006 T Scott Sheren ale ONR LLC 19 Tanners Neck Lane Westhampton, NY 11977 Please take notice that your application dated March 22, 2006 For permit for to construction of a medical/professional office building at Location of property: 46850 CR 48. Southold. NY County Tax Map No. 1000 - Section 55 Block.2 LotJ..Q Is returned herewith and disapproved on the following grounds: The proposed construction. on this non-conforming 21.616 square foot lot in the Business (B) District. is not permitted pursuant to Article X. Section 100-1 03A. which states. "Structures shall be set back at least one hundred (100) feet from the right-of-wav." The proposed building is noted as being +/- 58 feet. In addition. please be aware that site plan approval. from the Southold Town Planning Board. will be required for this proposed proi eel. \ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the South old Town Building Department. CC: file, Z.BA, Planning Board 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.) South old, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 25, 2006 Mr. Steve Fontana CBD Group 29 Central Avenue Hauppauge, NY 11788 Re: Proposed New Site Plan for Dr. Scott Sheren Medical Office Located on the slslo Suffolk County Road 48, approximately 1,251' elo Youngs Avenue in Southold SCTM #: 1000-55-5-10 Zoning District: General Business (B) Dear Mr. Fontana: The Southold Town Planning Board, at a meeting held on Monday, July 24,2006, adopted the following resolutions: The final public hearing was closed. WHEREAS, this new site plan is for the proposed construction of a 2,940 square foot one-story building for 2 medical offices that requires 15 parking spaces (20 proposed) on a vacant .49-acre parcel in the General Business Zone located on the slslo Suffolk County Road 48, approximately 1,251' elo Youngs Avenue in Southold. SCTM #1000- 55-5-10; and WHEREAS, ONR LLC is the owner of the property located on the slslo Suffolk County Road 48, approximately 1,251' elo Youngs Avenue in Southold; and WHEREAS, on April 28, 2006, the agent, Steve Fontana working for the applicant, Dr. Scott Sheren, submitted a new formal site plan for approval; and WHEREAS, on May 4, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and approved the project subject to conditions; and WHEREAS, on May 26, 2006, the Suffolk County Department of Public Works responded after review and approved the project under permit number 48-219; and Dr. Scott Sheren Medical Office Page Two July 25, 2006 WHEREAS, on June 12, 2006, the Southold Town Planning Board, acting under the State Environmentai Quality Review Act (6 NYCRR), Part 617.5 c, makes a determination that the proposed action is a Type II and not subject to review; and WHEREAS, on June 14, 2006, the Southold Fire District responded that no additional requirements and/or recommendations for fire access are necessary; and WHEREAS, on June 21, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for "local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and WHEREAS, on June 22, 2006, the Suffolk County Department of Health Services responded after review and approved the project under reference number C1 0-06-0008; and WHEREAS, on July 6, 2006, the Southold Town Engineer reviewed the proposed site plan and requested further information; and WHEREAS, on July 12, 2006, the Southold Town Engineer reviewed the revised site plan materials and replied that all items have been addressed in a satisfactory manner; and WHEREAS, on July 14, 2006, the Southold Town Building Inspector reviewed and certified the site plan for a "Professional Office" use; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: 1. The applicant agrees to be bound by all of the requirements in the Declaration of Covenants & Restrictions for a cross access easement agreement date received July 11, 2006 as approved by the Southold Town Planning Board on July 17, 2006 with the noted changes. 2. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet town code requirements. 3. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 4. As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting; be it therefore Dr. Scott Sheren Medical Office Page Three July 25, 2006 RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of South old Local Waterfront Revitalization Program and has determined that the action is consistent provided that the best management practices outlined in the July 10, 2006 memo prepared by the LWRP Coordinator are implemented; and be it further RESOLVED, that pursuant to Southold Town Code 100-254 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the South old Town Planning Board grant approval on the site plan drawings SP-1, SP-2, LP-1, A-1 & A-2 prepared by CBD Group and certified by Stephen S. Fontana, RA dated April 26, 2006 and last revised July 7,2006 and authorize the Chairperson to endorse the site plans with the following conditions: 1. The applicant agrees to file and record Declaration of Covenants and Restrictions for a cross access agreement as approved by the South old Town Planning Board in the Office of the Suffolk County Clerk within sixty (60) days ownership of the subject parcel. A copy of the filed Declaration of Covenants and Restriction for a cross access agreement must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. This requirement must be met within six (6) months of the resolution and if applicant/agent/owner fails to adhere to this requirement within the prescribed time periods, this approval shall become null and void. 2. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 3. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. 4. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 5. All conditions of Suffolk County Department of Public Works permit number 48-219 must be completed. Any changes in the approved permit must be submitted to this office for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan. 6. If the as-built site improvements vary from the approved amended site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. Dr. Scott Sheren Medical Office Page Four July 25, 2006 7. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the approved amended site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, J0J~UTu>U. Jerilyn B. Woodhouse Chairperson Ene. cc: Southold Town Building Department South old Town Engineer Suffolk County Department of Public Works (Resolution only) File TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/SoutholdJ PERMIT NO. 3d L-J 9.3 -2:- BUILDING PERMIT APPLICA nON 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: Examined Approved 111'1' I( I ,20~ , 20 flL- Disapproved ale e> Mail to: Expiration_ ,20_ Phone:v3!- 3H- 0777 ~ " .' MAR 22 APPLICATION FOR BUILDING PERMIT -,'!~ Date ,20_ 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, <KId 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 bspector 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 South old, 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, 1'333 ZAJT MAl)) r//l~T f, l V<Cfllfe A b~ail/{)afestJro/ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ,,?Ne. LLC (As on the tax roll or latest de.ed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 113516413 Plumbers License No. 2919-P Electricians License No. 3506-E Other Trade's License No. 1. Location of land on which proposed work will be done: <T~;85o r_'oUNTY i2..n" 4~ House Number Street County Tax Map No. 1000 Section""'~~. Subdivision SOUTHI-lc;L.r"'> Hamlet ,f (Name) .,..;::'..:, Blpck 05 Fifed'MapNo.., Lot io Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'V."- C.ANT LAN.e> b. Intended use and occupancy t-<]1=-r7 ic.Al_/,/ -P12.L:>FF=-"'Sl <::Jro..JAL. C7F-Fv F . 3. Nature of work (check which applicable): New Building -/ Addition Alteration Repair Removal Demolition Other Work 425.000 , (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units N/A If garage, number of cars N /A - (To be paid on filing this application) Number of dwelling units on each floor N / A - 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. litE',E. c::.,A.>;?F 7. Dimensions of existing structures, if any: Front-W A ___ Rear___J:.,/ffi.. Height N / A Number of Stories N ffi. , Depth N/A , Dimensions of same structure with alterations or additions: Front i-J A Depth N/A Height----.H,.4>. Number of Stories 8. Dimensions of entire new construction: Front~51 Rear_4-51 Height APrlZ..ox. !2. 41 Number of Stories Rear N/A N/A\ Depth 9. Size oflot: Front---1 0 '1 ~28 Rear 100 Depth.l.11-. ~I ~ 2.8.8.4.2.. , 10. Date of Purchase Name of Former Owner '. . ~ I '<2-1 II. Zone or use district in which premises are situated ~EN E/Z.AJ- BuSINE<.s ........ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO./ 13. Will lot be re-graded? YES-=-- NOV Will excess fill be removed from premises? YES_ NO .J . 14. Names of Owner ofpremises Address Phone No. Name of ArchitectCbO 6"P-oup .p. c-- Address~~"'>o\T""" AvE.. Phone No c;;.':>'i !2.~-ae77 Name of Contractort'.:P.:o DE'6idOr-J ; CON......, v::rd\lddress ?'l ..-~E. AV'fE. . Phone No.c.,3/ 2."'>4-" e.555 ~A<J~. -/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE,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) COUNTYOFSJ.\!vI~ St 5U1tO 6, t-/fikrJ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 4~~ (Contract , 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. 20~ ~ ...................... ~~~re of Applicant GARETH L. r.'N:FT tllMIY Public, r'. :~ew YOlk No. 0 \: .Lb92 QuoIitie<lln ,."ulkCClll'llll 0.,,,41'1'1 EIqIiIII." ~\..~YClIk ...,~~ ~~WIO*.::rJCl\Iq ~1.1~- Technological Building Structures TBS Ltd. PRODUCTION SHEETS AND LAYOUT ROOF OF DRSHERREN ( CBD GROUP) SOUTH HOLD NY Date: DEe. 27th, CHARLES LAROUCHE cIarouche@tbs-international.net Toll free: 877-849-1661 ext.228 Fax: 450-649-0849 H AI) THIS DWG PREPARED FROM COHPUTER INPUT (LOADS & DIMENSIONS) 5UBHITTEDBY TRUSSMFR, 2 COMPLETE TRUSSES REQUIRED Na i 1 i ng Schedule: (12d.Box_or _ Gun_(O .I2S"x3. 25" ._mi n. )_nai 1 5) Top Chord: 1 Row @12.00" D.C. Bot Chord: 1 Row @12.00" D.C. Webs : 1 Row @ 4" D.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. lIS mph wind, 15.00 ft mean hgt, ASCE 798, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II. EXP C. wind Te DL:4.2 psf, wind BC DL04.1 psf. (A3150 *F11l in later *A3150 *A3150 Top chord 1x6 SPF 11/#1 Bot chord 1x6 SPF #1/#1 :B1, B3 1x6 SPF 1100f I.BE: Webs 1x4 SPF #1/#2 SPECIAL LOADS ...... (LUMBER DUR,FAC. Te From 86 PLF at BC From 20 PLF at BC From 145 PLF at BC From 10 PLF at 1.15 1 PLATE DUR.FAC.~1.15) 0.00 to B6 PLF at 4B.41 0.00 to 10 PLF at 1.4B 1.4B to 145 PLF at 45.71 45.71 to 10 PLF at 4B.41 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 14' DC, all BC @ 14' DC. Deflection meets l/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Bottom chord checked for additional 20 psf live load in areas with 42" high x 24" wide clearance. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X6'" 5X6'" 8X8'" 5X5'" 2X4111 3X4'" 5X5'" 8X8'" 6 r 4X5 (A1)- 6X8'" B1 6X8'" 5X5'" 5X 10'" 6X8'" 5X6'" 6X8'" B3 3X5111 5X6'" SS0514'" ~3~ 1_ 8-2-11 31-11-8 _1- _1- I- -, 6 3 5111 ~3s;J 8- 2 .12 _ I 7X8~ '1'" 4X5 (A1) '" 48-5.0 Over 1 Supports "I R~5625 U~1487 W~5,5' R~5654 U~1495 W~5.5" PLT TYP. 18 Gauge HS,Wave Design Crlt: TPI-2002(STD)j1BC Cq/RT~1. 00 (1. 25) 10 (0) NY/-/11 TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING "~ARNING'.' TRUS,f', Rfq"l~f [XTUME CAH IN FABPICAIIOH, HAHDLIMG. SHIPPINQ. IN'>TAIIING ANV B~ACJNG. RE,[R TU HSI (~LJIi.OI~G LOMP(}N[NT SA,UV !NFO~MAfIO~), PUBLlSHfn a. IPI (TRUSS PIAIEo INSfITUH, n" "OnH 1ft SI~HI, SUIT[ j]2. ^LB^"l!~I^. VA. nJJ4! AMIJ wrCA (WOOU TRU'>S COUMCIL or /lMERICA. &JOG [HTlRrPlSE L/lNE, M^[HS(jH. WI 531]9) ,uR SA,UY PRAUI<;[5 PRIOR 10 P[R,ORHING IHl,[ ,UWnIU"5. UHl[SS OTH[~WgE I"DllA/ED lOP CHQ~V SH/lLl HAVE P~"PfRlV ATI/ICH[U ,HUCT"~AI PANH,> /lNU BOTTuH CHORU ,HALL HA'f A PR(WfRlY /lIJACHED RJGIO CEiliNG Alpine Engineerrr! EarthC cts,Inc. 3045 "~lMPOR1ANT"* fU~NISH A COH OF THI~ [lE'>[G~ TO THE IN''IALlATlnM C~~T"^CWR. AtPI~l ENGINURFU P~OOUCTS, INC. SIJAlL NOI BE PE~PO~SIBlE FUR ANY DBI^lION FR(I~ IHIS OE5!GN: A~Y ~AIlUH Tu BUilD .IHl I"U,>" IN CO~rORHA~CE WlTH nl OR f^BRICATUG. HA~OI ING. SHTPI'JNG. 1~,TALlI~,; & a"ACING 0, TRL<Sst'> DE~IG" COnURI1, WIIH ^"PLICABLE PPOVI,IOW, uf NIlS (NATIO~Al OE5JGN '>PEt. B' AHPA) A~D IPI. AlPUE [UNNf(lOR Pl,\llS /IRE HAD[ N ?OII~!l(OGA (W.H!SSI~j ASTH Au" GRAV, 4D/60 (N, r/H.SS) GALV. ~THL. APPIV PLAIl5 TO EACII ,AC[ OF nlP;~ A~D, U~l[55 DTHERWlsF 'DCAnn O~ IHI'> OESIGN. PDSlTlUN PH DRAWING; I(;OA.I A~l I"SPECllnN (JF PlAIl5 fGlLOWED BY ll) SHALL Bl I'l~ /lNNU AJ or IPII.JuuP SH.J A SEAL OlH rillS DPAWING INOICAn, A((lPr~~[E or PPOFES'>IUN4I. f~GI~HRIHG 'l5PO~SJBILIIY ,0LEl' f()P HE IR' ()M~ONl~T UfSIG~ ,HG~~. THf SII!1A81LTll AND USE Gf IHIS COlHPnNfNI FDR ^NY BUILOJ~G IS 1I1[ H5pnN of THl BUlIOI.~ DES1(;~ER PER AN'U1PI I St(. l E -1- 32.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 52.0 PSF 1.15 14.0" Scale -.1667" Ft. REF R7769- 57810 DATE 12/22/06 DRW MOlJSR7769 06356008 MO-ENG SEQN- CAT/SLS 37958 7769Z02 (A3150-*Fill in later *A3150 *A3150 Top chord 2x6 SPF #]/#2 Bot chord 2x6 SPF #]/#2 Webs 2x4 SPF #]/#2 A2) Wind reactions based on MWFRS pressures. (8) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.]35"x3.5",mln.)oolls @ 6" DC. Bottom chord checked for additional 20-psf live load in areas with 42" high x 24"-wide clearance. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6, 6X8= 5X5= THIS DWGPREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC Ol~4.2 psI. (A) Continuous lateral bracing equillly spaced on member. Or lx4 #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5".min.)nails @ 6" DC. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 24" DC, all BC @ 24" DC. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 7X8= ,6 4X5 (AI) = 4X8-&- 8X12= 4X5= 6X6= 1.1:3gj 1- 10-2-12 _1- 48-5-0 Over 2 Supports ~I R-2938 U~676 W~5.5" "WARNING" Hu5,EI ~fuUIRf [>nFM~ fARF I~ f^B~ICAlIa~. IIA~ULI~G. '.IIIPPI"". IN5IAllIN" A~I! R~ArINr; REFER TO 8C51 (8LJI'OING (DHPON,NT $AfllY INFG~flATION). rUBllSHFIl a> IPI (HU5~ PLATE IW,TITUT[. liB NWTH IFF ST~ElT. SUlll j];>. AlHANUPIA. VA. }nH) ANU ~l(A (~OOO nU,5 COUNCil O~ AMl~ICA. IdOO l~IUI'.ISE lAN[, HAOISON. WI ,3719) F(,R SAH!> PRACTICES PRIOR 10 PfRFOR"IN" THH!. FU~CTIGNS \ltlLFS~ OTlIER~I\E INUICATFO TDP (IIG~O SIIALL IIAVl P~GPHlV ATTACHEI! HR"nU~Al P,IN[l, ANU 8OTTO~ CH(WIJ 'HAU IIAle A PRllPlRlY AI1ACHtD RI"W ([llIN". 1< R~2938 U~676 W~5.5" PlT TYP. Wave Design Crit: TPj-2002(STD)(IBC Cq/RT~l,DO(1.25)/10(0) 5X5= 6X8= 4X5= 8X12= 6X6= 27-]]-8 _I 10-2-12 E/-/- 32.0 PSF 10.0 PSF 10.0 PSF 0,0 PSF 52,0 PSF 1.15 24.0" *"IMPGRIANT"* ,URNISH A WH OF THI, UE,IGN TO IHl 1~5!AllATION CGNHACTO~ AlPINF fNGINEHlU PRlloue'S,INL SIIAll NDT ~f H,PON,I~U fO~ A~Y OEVIATION fROH THIS IlF$IGN. ANY ~AIIII"t TO BUilD THE lRUSS lU CONfORMANCE ~lTH HI; (l~ fAB~ICATIN". HANDll~G. 5HIPPINf;. 1~5TAllTNr, A BRACING Of TRU5S[S DESIG~ CONFORMs ~lTH APPLlLMlE prOilSIONS or NDS (NAI]UNAl OHI"N SPH. B~ Af&P^) ^ND rpl AlPI~, C(J~NF(JO~ I'l.lllS AR[ MAOl GF lO1"'jj';GA (~.IIISSIK) ^Slfl Ao,J GRAD[ 4DI(;0 (W. KIII.5,) "Al,. ,H>l_ ^PPlY Pl^TE5 TO [ACH FALt (]F n,u" MO. UNLES5 DTII[RWIS, IGCAHO ON TillS D<SlG~. PO,ITION PE~ DR^WIN,,~ 160A.l AN. INSPEOJON 01 PlAn, FOllO~F~ BV (i) >lIoll BE I'l~ ANNEX A.l OF HII-IOUI s,c.J A S~AI (l~ IIlIS DRAWING INDICA/[, ACC~PT'~[F o~ P~NlSS][lNAl ENGIN[[RING HSP"N'I~IIITv SOL Ell ro~ THF TR' "MPGNENT OES ]"N SM(\hN THl WI TAB Jl ITv ANO "~F of lH I $ <:OMrONENT r OR ANI BU IlOI~G 15 Till HE SPnN llf I Hl aUIrDI~U UIoSIG~tR P[P ANSIIlPI 1 sFe. ? Alpine Engineere EarthC" ~cts,Inc. 3045 5 - 710 4X5(A1)= 4X8~ 1.1:3g.J Scale ~.1667"/Ft. REF R7769- 57811 DATE 12/22/06 DRW MOUSR7769 06356009 MO ENG SEON- CAT/SlS 37963 JREF , 7769202 H A3) THIS DWG PREPARED fRDM COMPUTER INPUT (LOA~S & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A3150-*F111 in later *A3150 *A3150 Top chord 1x6 SPF #1/#1 Bot chord 1x6 SPF #1/#1 :B1. BJ 1x6 SPF 1100f 1.8E: Webs 1x4 SPF #1/#1 115 mph wind. 15.08 ft mean hgt. ASCE 7 98. CLOSED bldg. not located within 6.50 ft from roof edge, CAT II, EXP C, wind Te DL=4.2 psf, wind BC OL 4.1 psf. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 14" DC. all BC @ 14" DC. Deflection meets L/360 live and L/240 total load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See .WARNING" note below. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (O.135"x3.5",min.)nails @ 6" DC. Bottom chord checked for additional 20-psf live load in areas with 42" high x 24" wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 6XB= 4X6= 4X6= 6X8= 7X8= -, 6 6 r 4X5 (AI) = B1 BJ 5X8= SS0508= 6X6= 5X8? 6X8= 6X8= 6X6= lk31JJ 1- 11-/-11 23-11-8 _1- _1- 12-2-11 I~ 6-7 -10 5X8<l> 4X5 (AI) = lk31JJ 48-5-0 Over 2 Supports "I R-3098 U-676 W-5.5" R-3097 U-676 W-5.5" PLT TYP. 18 Gauge HS.Wave Design Crit: TPI-1002(STO)/lBC Cq/RT-l.00(l.25) /10 (0) NY/-/l/-/E -/- TC LL 32.0 PSF TC OL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LO. 52.0 PSF OUR.FAC. 1.15 SPACING 14.0" '.'WARNING.... T~"<'<;F\ RlGUIH E>TH~[ CA~E IN FAB~ICATlPN. ~~NUL!~G. ~III~P]NG. IN~TALlING ~NU B~A(ING. REFER]O BCSI (BUllOIHG COMPONENT ~AFEH I~FO~MA110N). PUBllSHCD 8Y HI (TRUSS l'lH[ IN,TITUTE. ?]H HORTH LEE ST~EU, ,UITF Clll. ALUANURIA. ~A, nJ14i ANU I<TCA (WQno ]RU,~ COU~CIL OF A~[~]CA. (dOO ENTE~PPI,E LA~F. MADI,O~. Wl 51719) ,uR SAFETY PRAcTICES P~JuR 10 PERrO~~ING THF" [UHCT]uN, U~lESS UTHfRWIH INUICATt~ TOP CHO~D SHAlL HA~E HGPHlY ATIACIIEU SHUCTURAI. PANFI, ANU BOTTOM (IIORU \HAII HAIl A PROPERLY ATTACHfG Rlr,ID [.Ull~G. Alpine Engineere EarthC" ucts,Inc. 3045 ~*IMPORT^NT.~ FURNI\H A COPY Of THn OE<,JGN TO THE IN\TA(IATlO~ COHIRACTOR. ALPIHE EN';I~,HfU PRGDULLI. INC. SHALl NGT B[ PFSPO~SlUE [UP A~Y (lfV!~ljON ,~OM ]HJS DE,IGN: ^.~, FA(lU~E TO BUILD THE TRUS, I~ CON'OR~A~CE WI]II TP1: n~ F~~RIC;A[I.G. HANDLING. SHIPPING, I~5TALL(~G ~ BRAC!ijG Of TRl'S5[5. UlS]G~ CONrORMS WITH AP~ll(~~U PRO~I\ION, or ~D\ (NATlQNAL LE,IGH 'PH. ~y ^,&P~) MD TRI. ALPI~E COijNFCT"R PLAIl5 ARE ~AOE or 20/j~/I6r.A (W.HIS>/") ~S]M Au;) G~ADl 40/60 (W, ~/11,5S) GAIV. ,TFfI APPLY ~lAH<; TO EACII FAr.. OF T~USS 'NU, U~Ll,S GIII[RWlSE LOCATEO G~ TH!<; DF<;Ir,~, p"'ITln~ I'U DRAWI~G<; 160A.7 A~Y ]N,PH]I~N Of PLAfES ,OLLO.,D BY (i) ,HALL Bf Pf~ ANHf:X AJ Of IPI1-~OQ~ 5lC.J A \FAL O~ TH)S DPA"I~G INlJ]CAn, ACCEP1~~CE Of PP[JFf~'TI'NAI E~Ul~EHI~G ~E>PO~STaTlTIY SOU,U FOP THE T~' ()MPON~NI DESIG~ SI,"W~ THl SUITABILITY A~D U5E u[ THIS ["~PCl"F~T fl,R ANI BIJILD]~r, !S IH~ 'C5PO~ UF ]~c ~UllDUr, DFSI{>~ER PH AUSI/TPJ J S[C. 2 Scale -.1667"/Ft. REF R7769- 57812 DATE 12/22/06 DRW MOUSR77fi9 063560]0 MO-ENG SEON- CAT/SLS 37973 JREF- 7769Z02 (A3150 *Fill in later *A3150 *A3150 Top chord 2x6 SPF 11/#2 Bot chord 2x6 SPF #1/#2 :B2. B3 2x6 SPF 2IDDf-I.BE: Webs 2x4 SPF #1/#2 H A4) THIS DW:; PREPARED FROM COMPUTER INPUT (LOADS & D1MENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 15.58 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=4,2 psf, wind BC OL~4.1 psf. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" DC. all BC @ 14" DC. Deflection meets L/360 live and L/240 total load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (D.135"x3.5".min.)nails @ 6" OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 7X8= 7X8= 3X6= 7X8= 4X5 (AI) = 7 7-10 7X8= 8X8= 7X8= 8X8= 7X8= 4X5 (AI) = l.&:3g,J 1- 14-2-12 19 -11- 8 _I 14-2-12 l.&:3g,J _I I~ 48-5-0 Over 2 Supports ~I R~3115 U~681 W~5.5" R~3117 U~681 W~5.5" Design Crit: TPI-2002(STO)jI8C PLT TYP. Wave CQ/RT-1.00(1.25)/10(0) '->lARNING" nU~~F~ ~fOI!IKE UHEM, (A~l IN fA8~I(AllGN. IIA~ULI~G. SIIIPPI~~. INSIALLING A~fl B~ACUG ~lfl~ Tu BC~I (BUILDING CGMPONFNT 5MlTY IHFORHAlluNI. PlIRI15HEO BY HI (I"US~ PlAH 1~5111UTE. ll8 NORTH 1Ft SHEET. ,UIH 31'>. ALUAHG~IA. iA. 21.Jj~) ANU WTCA (_IJOD T~U~S COU~CIl OF AHFRILA. 6300 f~TfRPPlSt LANE, HAOJ~ON. WI 5311~1 FO~ ,ArETV P~ACllCES PR][)~ TO n~FDRHI~G lHlSE rUNCTI(\~S. UNIF'5 GIIIE~WI>F INV)(;AllU T~P CH[l~O "HAlL HA~f P~(]PEHY ATHCHFD "1~UCTU~Al PANllS AND BOTTnM [HDRU SHALL HAVE A P~QPlRlj 'TTACllfG ~I"IO UllING. NY 1- /l -/E/-I- Scale -.1667"/Ft. TC LL 32.0 PSF REF R7769- 57813 TC DL 10.0 PSF DATE 12/22/06 8C OL 10.0 PSF DRW MOIJSR7769 06356011 8C LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 37978 OUR.FAC. 1.15 SPACING 24.0" JREF D7769Z02 Alpine Engineer EW1h *"lMPDRTANT"* FIJR~ISH A COPY OF THI~ UIo5lG~ TO THE INSTALLAlI[JN (ONrNACTO~ ALPINE FNC,INEEF\EU I'PuDUCTS, I~r: SHALL NGT H PF5PONSIHE HP ANY UlVIATION FROM IHIS DESIGN. AN~ rAlluH 10 BUILD IHE IPUSS IN ((JNflJ~~AHC[ WITH HI: O~ FAaRICA1ING. HANDll~~. ,HIPPING. UST^LLI~G & ~RACT~u [I' TRUSS,S DE' l(;~ (O~FGRM, WITH Arl'UCABLE P~O' 15!ONS Of NO, (NA T I l\NAL OE,IGN SPEC. B~ ^F&PAI ANn 1" I Alnl NE <;aH~HIO" PLAHS A"l HADE Of 1[JII~il"GA (W.HISSI"i ASIM MSl G~AO[ 40160 (W. KIH.SS) GALV. STFH APP,V PLAH~ TI! lACH IH[ OF TIiUS, A~D. UNn~s OTHE~WIs[ LDCAl[V ON THIS DFSlG~, PO,IOION PE~ ORAWI~G<; 16IJA-i. ANy I~SI'IoCTIO~ OF PlAll, rOLla_ED av (i) SHALL BF PF~ ANHtX A3 OF T~11-1002 S[(,j " Sf AI p~ THTS GPAHIN~ INOICAn, ACCIoPTANCE OF PPOFIo5SIuNAL FN,;j~H"NG RESPUN'lalLln SOLELY fO~ THl 1" MrO~[NT OESI~~ SHO~~ TIl[ SUITABILIlY A~D USF (If IHIS COMPOHFNT fO" AH BUILDINC, IS IHl "ESPUN of lHE BUILD I ~,; liE, IG~E" PH A~, 1.1[" I I SEe. , uct~ Inc. 63u45 H AS) THIS D\OG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR. (A3150-*Fil1 in later *A31SQ *A3150 Top chord 1x6 SPF #1/#1 Bot chord 1x6 SPF #1/#1 Webs 2x4 SPF #1/#1 liS mph wind. 16.08 It mean hgt. ASCE )'9S. CLOSED bldg. not located within 6.50 ft from roof edge, CAT II. EXP C. wind Te DL=4.2 psf. wind BC DL~4.1 psi. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20 psf live load in areas with 42~ high x 24" wide clearance. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 4X5 (AI) lk3gJ 1- 1< PLT TYP. Wave Alpine Engine cts, Inc. EarthC 63045 In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 14" DC. all BC @ 14" DC. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load USing 0.30 windward factor and 1.50 leeward factor. 7X8= 2X4111 6Xl0= 6, 5X6~ 7X8~ 4X5111 6X8= 8X8= 3X4= 3X4= 5X6= 16.2.12 15 -11. 8 48.5-0 Over 1 Supports R~3094 U~686 W~5.5' Design Crit: TPI-2002(STD)/lBC CqjRT~1. 00 (1. 25) /10 (0 "WARN1NG" TRUS>f~ ~EUUj~E DTUMF <:A~E I~ fAB~ICATH1~. HANULI#G. ,HIPPI~G. 1~\IAlll~G AND B"ACING. REfER TO ~CSl I~UILOI~G COHP"NFNI SMEll 1~,(O~HATlOH). PUBlI,HFD BY HI (TRO,s PLAn J~qIIUTE. 21H NuPTH Iff 51"HI. SUITE 31? ALHANU~JA. "A. 21314) A~U ~T[A (WOOD TRII\~ (OU~CII of AHlRICA. 6:<00 F~IC'PRJSE L"~[. HAOI>O~. WI ,37191 F<;R ,MEH PRACTJCfS PRIOR TO HHnRHI~G THHE fU~CTW~~ UNLE5S OTHERWISE J~DI[HEV lOP CHORU SHALL HAIl PROPERLY AIlACHEU ,T~UCTURAL l>h~ElS AND BOTTOM CHORO SHALL HAVF A PR"~HLY ATIACHlD RIGW [flLIHG. ~.IMPORrANT.* fUR~ISII A COP, OF lHI, UESIGN TO lHl UsrALLHI[)~ CO~T~ACT"R ALPIHf fNGINHREU PRGDUns. INC. SHAll NOT Bl ~UPON,IBL, FoR ANY OEVJHION F~(JH IHIS DE,IGN: AHY fAILURE TO BUILD THf TRUS, IN CONFO~HA~CE WITH TP1: OR FA~~I(ATIHG. HANDll.G. SHIPPING. IN~IAl'.ING & B~ACTNr, Of T~USS~S Uf~IGN CONfORMS HTfH APPLICABLE PRD.'!~IOHS 0, NDS (NATI()Nhl DE,IGN SPH. ay Af&PAI AHD TP1. Al RINl CONNECT"~ PlATeS A~E HADE O~ <~Il~/JfiGA (W.HI>Sj"l A$lH Ao,.! GRADf 40/f.0 (W. Kjll"SI l'AlV. ~TEf' hPPLY PlAT" 10 l^CH fACE O~ IRU,~ AHD. UNIF'~ ()IHl'HI~E LuCHCO ON THIO D[SIG~. PGSITIIl~ "lR DRAWI~GS 16DA l AHY INWECTI"N Of PLAIES ,0LlO~EI; 8Y Ii) SHAll B~ PH ANNU A.! N TPII-?U02 ,l(.] A SEAL ON THI, D"A~ING JNDlrAIl5 ACCEPT~HtF OF P~O,l"IONAL fN';JNH~IHG REWOHSIBI, 111 SOLlLY fOR THf lR' HHPONlNT DFS IGN ,IIOWN lHl 5U I lAB Il!TV A~I' HSl Gf 11115 COHPGNFNI f Q~ ANY BU I LD I~G I S THE RE SPON O~ THf R'JTLDIHGQES](;NFRPl"AN5I.lTPJ1Sfc.,. ..., 6 3X5~ 6X8'" 5X6'" 16'2-12 ~I R~3098 U~686 W~5.S" NY/-/1/- Ej-/' TC LL 32.0 PSF TC OL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF T01.LO. 52.0 PSF OUR.FAC. 1.15 SPACING 24.0" 8.) 10 4X5111 4X5(A1)= lk3gJ Scale ~.1667"/Ft. REF R776g. 57814 DATE 12/22/06 DRW MOUSR7769 06356017 MO-ENG SEON. CATjSLS 37987 JREF 7769Z02 (A3150-*Fill in later *A3150 *A3150 Top chord 1x6 SPF #1/#1 Bot chord 1x6 SPF #1/#1 :81, B3 1x6 SPF 2100f 1.8E: Webs 2x4 SPF #1/#2 H A6) Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T<< brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",mio.)0'lls @ 6" DC. Bottom chord checked for additional 20 psf live load in areas with 42" high x 24" wide clearance. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X8= 4X5 (AI) = 5XS-o/ 3X4= 5X6= 4X8= l.1:3~ 1- 18-2-12 I" THIS [)WGPREPARED FROM COMPUTER INPUT (LOAQS & DIMENSIONS) SlIBMITTEOBY TRUSS MFR. 115 mph wind, 16.58 ft mean hgt, ASCE 7-98. CLOSED bldg, not located within 6.50 ft from roof edge. CAT II, EXP C, wind TC DL=4.2 psf, wind BC OL~4.2 psI. (B) Continuous lateral bracing equally spaced on member. Or lx4 #3 or better "T" brace. 80% length of web member. Attached with ad Box or Gun (0.1l3"x2.5",min.)nails @ 6" DC. In lieu of structural panels or rigid ceiling use purlins to brace all fl,t TC @ 24" DC. all Be @ 24" De. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 3X4= 6X8= 97-10 6X6= 4X8= 4X5(Al)= 3X4= 5X6= 5X8~ ~3~ 11-11- 8 18-2-12 48-5-0 Over 2 Supports ,1 R~3195 U~692 W~5.5" R~3197 U~692 W~5.5" Oesigo Crit: TPI-2002(STO)/IBC PLT TYP. Wave Cq RT 1.00(1.25)/10 0) "WARNING" T~US5[5 REnlJl~l HT~[Il[ CA~f I~ fAB~ICATJuN. HANIJLING, 5HIPPING. I~HALLUG ANI> BRACING RffFR 10 BC5! (BUllOING UHPON[NT 'AFfH IIIFOPMATIO~). PUBLI511EO BY TPl (TRUS5 PLATE IHSIITUH. Plk ~O"TH lU ,HEfT. SUITE 311, AlfXMU~IA. VA. UJ141 ANU ~TCA I~OOU nU55 C(JUNClL or AIlE~j[A. ldDO ENTERPPISf I.ANl. MADI,u~, WI ~dj191 FLR SAH1Y P~ACTlCES P~lIiR 10 PERrORIlING IHESE FUNcTION,. U~l[SS OTHfRWISl INOICATFU ToP (HO~U SHAll HA\'f PKGPEHY ATTACHfU S1~UCTlI~AI PA~fLS ANU B01T<lM CHGRU 511All HAVf A PROPERLY A1TACHlO RIGlD C[ILIN<; NY/- /E/ . Sc,'e -,1667"/Ft. TC LL 32.0 PSF REF R7769- 57815 TC OL 10.0 PSF DATE 12/22/06 BC OL 10.0 PSF DRW MOUSR7769 06356013 BC LL 0.0 PSF MO-ENG CAT/SLS TOT. LD. 52.0 PSF SEQN- 37992 DUR.FAC, 1.15 SPACING 24.0" JREF- 7769Z02 '~[MPORT^NT** fU~N1511 A COPY UF T~IS U[SIGN To THo INSTALLATIoN la~T"ACTOR. AlPIN[ [NGT~fHlD PROOUCT>. I~(. 5HALL NOT ~f RlSPON,IBlf F<.R A~Y DEVIATION fRLlM THIS O[SIG~: AllY rAILUPE T(j ~UILD TIlE TPU,~ IN CGNfORMNCE WITH HI: OR FARRILhIING, IIANDrJ~G. ~HlI'PING. IN,TAII[~G ~ BRACING (Jf IRU5SE, UfSIGN (O~fO~M' WITH A~PLICABlf ppr)';l~]ON~ or NOs I~ATIONM D[sIG~ 'PH. B' M-&PA) AND TPI ALPI~F CON~ECW~ PIAllS AR[ MADf [J~ 20!l~ilr;G' (W.H/SS/K) A5TM Ar;Sj r,~ADl 40/60 (~, KIH,S" (.Al,'_ ST[[l. AP~LV P'ATF\ [0 eACH rACE "F I~USS AND. IJNlfSS DIIIER~ISE lorATfO O~ lHIS DESIGN. p"'[11nN PlR ORA~IN[;' loOA l ANI INSPECTIO~ ;'F PlAlE, FOLlO.,D BY (i) SHAll H Pf~ .\NNU AJ OF HJI-2002 ,H,j A "EAl ON THIS DPAWING I~DltATt5 ACCEnANtf uf P~OHSS1DNAI F~~INH~I~G R[SPO~SI~ll,I1Y SOlUY FDr THF n" GMPO~r~T DESIGN SIlG~N TilE ~UIIABILITY A~[J USl DF TillS U)~~GNfNl 'OR ANY BljflDING IS THl ~,~PG~ OF THf ~u llO I ~G GESI(;NFR PlP AN,I /TP I 1 SFe. 1 Alpine Engineere E.u1hC rlucts, Inc. 63045 H A7) THlSOWGPREPARED FROHCOMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A3150 *F111 in later *A3150 *A3150 Top chord 1x6 SPF #1/#1 Bot chord 1x6 SPF #1/#1 Webs 2x4 SPF #1/#2 2 COMPLETE TRUSSES REOUIRED Nailing Schedule: (12d_Box_or_Gun_(O.128"x3.25",_min.) nails) Top Chord: 1 Row @12.0Q" o.c. Bot Chord: 1 Row @12.0Q" D.C. Webs 1 Row @ 4" D.C. Use equal spacing between rows and stagger nai ls in each row to avoid splitting. Bottom chord checked for additional 20 psf live load in areas with 42"-high x 24"-wide clearance. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 115 mph wind, 17.08 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL~4.2 psf, wind BC OL'4.1 psI. SPECIAL LOADS (LUMBER DUR.FAC.~1.15 / PLATE DUR.FAC.~1.15) TC From 86 PLF at 0.00 to 86 PLF at 48.41 BC From 20 PLF at 0.00 to 10 PLF at 14.58 BC From 60 PLF at 14.58 to 60 PLF at 17.00 8C From 20 PLF at 17.00 to 10 PLF at 15.06 8C From 60 PLF at 25.06 to 60 PLF at 18.15 BC From 10 PLF at 28.15 to 10 PLF at 31. 52 8C From 60 PLF at 31. 51 to 60 PLF at 33.94 8C From 10 PLF at 33. 94 to 10 PLF at 48.42 8C 495 LB Cone. Load at 22.83 6X6= 6 r 5 X 6'* Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 14' DC, all BC @ 14' DC. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 2X4111 6X6= 4X5 (AI) 4X8~ 5X6~ -, 6 3X3111 5X6= 5X6= 5X6= 4X8= 5X6= 3X3111 5X6= ~3gJ 20-2-12 7 -11- 8 20-2-12 NY/-/l/-/E/-/ TC LL 32.0 PSF TCOL 10.OPSF BC OL 10.0 PSF BC LL 0.0 PSF TOLLO, 52.0 PSF OUR.FAC. 1.15 SPACING 24,0" I R~3351 U~881 W~5.5' . 48-5-0 Over 2 Supports R~3335 U~876 W-5.5" Note: All Plates Are 3X4 Except As Shown. Design Crit: TPI-2002(STD)/lBC PLT TYP, Wave Cq/RT~I.00(1,25)/10(0) "WARNING" TRU,Sf~ ~fOU!~, D.T~EM[ C~H IN fM"ICATIUN. HANIJll~G. <;IIIPPI~G. IN,TAlLIHG ANU BRACI"'; RHER TG BCSI (~U!LOI~G COMPonWT 5AFEI~ INFO~MATION) PUBLl,IIEO 8Y HI (T~USS PLATE ]~~TITIIH, 1]S NonH lEE STREff, SUiTt J12. "LEXANU~I~. VA. nj]41 AND WHA c,mDO ]~U,S COU~CII. QF A~HICA. 'dun E"IERPPIS[ l."Nf. MAOISON, HI 53)1')) FUR SAHTY p~An]C,S PRIO~ !O PEHOPMl~G T~ESO FUNCTlu~S. lJ~llS5 O]H,RWl,E INU!CATEU TOP CHORl' SIIMl ~AV[ HOPH, Y ATTAC~,U ,nUCTURAL PA~ELS ANU BOTTOM CH~~U ,HALL IIA~, A i'PC'PERL Y ATTACHfO ~ IGID CE I L I Nt> Alpine Engineere EarthC ucts,lnc. 3045 ~*IMPORTIINT** FU~NIS~ A COPY OF ]IIIS l'lSIGN 10 TIlE ]HSHllAT]OH COHTRACTOR. AlrIHE EHGI~HR,D PPUOU(TS. I~C. ,IIAll NO] aF HSPONS]6lE ru~ ANY DFVIATION ,~OM TillS G[SIGN; ANY fAlLUH Tu BUilD I~E TRul" I" CO~fO~"ANCE .ITH HI: O~ FABRICATTM,. IIANOLING. <;HIPPIM<;. IH,HllING & SRAC)"G Of TRUS", O,SIGN CDNFUPM, WTTH '''~lICABLE PPOV!']ONS Of NO, (NATIGNAI OrSTGN ~1'lC. 8Y Ar&PA) ANO TPI ALPUf COM~Hnl~ PLATH ARl MAUE "F ?OI]~Jl6GA (H.IT/S,/n A5TM A6~J G~AOE 40/60 I". ~/H.'S) r,ALI.. ,TEEL. ^P~LV PlAIH TG [Mil FH[ (IF H,u~, AND, UNIFSS OlHl~WISIo LOCATED ON T~!' llE~IGN. POSITWN PEP OPAWIN[;, l&OA Z ANY IN,PHll~~ Of PLATES FUlI'l"f~ Rv (il SHAll 8E P[P ANN[, AJ O' TPlj.W02 \EC.3. A "EAl ON THI, DPAHING l~DI(AI~, ACCEPTANH UF P"NIoS,IONAL [NGIN[[P)N~ HSI'O~SIBlLITV SDlH\ FGP THF r~" ~PONfNT De>IGN S~O"M 11110 SU I TAB III TY AND USt O' Till S COMPGNENT fOR A~' eUllDI NG j, rilE PESPON Gr THf ~UllG]NG D"l"NfR PH ANSI/TPI I 'Fe. ,. 10' ,10 4X5 (AI) = ~3gJ Scale ~.1667./Ft. REF R7769- 57816 DATE 12/22/06 DRW MOUSR7769 06356014 MO-ENG SEON- CAT/SLS 38001 JREF- 7769Z02 (A3150 *F1l1 in later *A3150 *A3150 Top chord 2x4 SPF 111/1/2 :T2 2x6 SPF Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 SPECIAL LOADS (LUMBER oUR.FAC. Te From 86 PLF at TC From l1B8 PLF at Be From 20 PLF at H #1/#2: 1.15 I PLATE oUR.FAC.~1.15) 0.00 to 86 PLF at 13.94 13.94 to 1188 PLF at 15.73 0.00 to 20 PLF at 15.73 A8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & CilMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 15.51 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II. EXP C, wind TC DL-4.2 psf, wind BC oL~4.2 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or lx4 113 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (O.I13"x2.5",min.)nails @ 6" OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 24" DC, all BC @ 24" DC. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. PLT TYP. Wave Alpine Engineere) Eatth - uct~ Inc. 63u45 4XSo/ --L 0.6.4 T 3X4(Bl)= 2X3111 ~2-3-0...,.J I" 8X8= 2X3111 3X8 (R) III (A 76 7.5.14 3X4= 7Xl0= 13-11-4 ~ 9 8 I 15-8-12 Over 2 Supports R~1057 U~389 W~5.5" R~3636 Design Crit: TPI-2002(STo) /lBC Cq RT~I.00(1.25)/l0(0) NY/- 1/ /E/-/- Scale -.3125"/Ft. TC LL 32.0 PSF REF R7769- 57817 TC DL 10.0 PSF DATE 12/22/06 BC DL 10.0 PSF DRW MOUSR7769 0635fi015 BC LL 0.0 PSF MO-ENG CAT/SLS TOLLo. 52.0 PSF SEON- 38014 oUR.FAC. 1.15 SPACING 24.0" JREF 7769Z02 "WARNING'.' nus,>ts RtOUln lXTREME CAR[ I~ fAB"ICATIUN. HANUL[~G, <'IIIPP1~r,. IN51hlllNG ANI! ~~AlING HF~R HI HSJ (~UllOING COHPO~fNT SAfe!' INFuRMATW~I, PUBLISII[D BV TPI cr"USS ~LAH T~Sl]TUT~. 2JB ~O~lH LEE "HHT. ,IIJTf 3\2. AlUANU~IA. VA. Uj]4i ANU wrCA (~DOU I~U>5 COIl~CIL Q, AM[~ICA. o.JOO ENHRPRISF IA~l. HADIS~N. WI \371~) f"~ S^tETY PRACTle" PRIOR ro PERFORHI~{; THESE ,UNcrl()~S. U~LlS5 OTHHRJ;l IHUIUHU TOP CH'W~ SHALL HAlE PRGPF~IY AlTACHlU ,HUCToJRAI PANLLS AND BOTfnH CHOW ~HAlL HAH A P~OPERLi ATTMH(ll ~IGID CULING **lMPORTANT*.' FU~~I<;H A COPY or THI, IJrslGN fa TIlE INSTAllATlON cOMHACTGR ^Lr]N[ [NGI~HHI' PPOUUCT'.. INC SHALL NCjT BE "FSPU~SIBL[ FuP ANY UFVIATla~ "OM TIll'; OrSJr;~. ^NY F.ILUP[ T~ HHTlU I~[ HUIS IN U'"FO'~~H[E WIIH TPI, OR FAB~J[A'JNh. HANVIING, SIIJPPING. JNITAllJNG & ~RACING OF TRUS<;" IlfSIGN CONFORM, ,nTH ~PPlIC~BlC p~D'lr'IO~' (]F ~D, (~AT[ONAI DOIf;N ,~H, BY Ar&P~) AND TPI ALPINE CG~~[cTG~ PLAIF$ ,\"l MAOC OF !U!]~!t(,(,A (H.lliS'/KJ AST~ A[,~j GRADl 4DIGU IH. 'IH.~$) GAli_ STEeL. ^PP,V PU.H' 1'0 lACH r~cc OF HII>~ ^~D. U~l[S' OT"F~IiISEo lDCAT[D D~ THis 1'~>jGN. POSiTION P[~ D~AWI~r" l[,O^-i: A~' IN<;PUIION of PlATts fNlOwED RV Ii) '"All B[ P[P A~NH Aj Of IPI'.20u2 ,EC.3. A Sf'AI ON Till'> DR'WING INDILATF' AC(U'I~~C[ Of PPDF[SSIONAl [~GINHR[~(, ~FSI'O~SIBIlITY SOl[l\ ,op THF I ..~rON[NT Dr ~ IC.N SHO.N. T~F SlJT lAB jlJ TV AND USE DF IH [5 r;OMPGN[NT ,OR ANY Ru IlD I NG I'> I H[ R[SPnN (If T H~ BLJ II n I ~~ Ol S IG~ER PFP AN';] /TP I 1 SEe _ , (A3150 *Fill in later *A3150 *A3150 Top chord 2,4 SPF #1/#2 :12 2,6 SPF Bot chord 2,4 SPF #1/#2 Webs 2,4 SPF 11/#2 SPECIAL LOADS ~~~~~ (LUMBER DUR~FAC.-I.15 / PLATE DUR.FAC.-l.15) TC From 86 PLF at 0.00 to 86 PLF at 9.65 TC From 331 PLF at 9.65 to 331 PLF at 15.73 8C From 20 PLF at 0.00 to 20 PLF at 15.73 H A9) 111/#2 : Bottom chord checked for additional 20 psf live load in areas with 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 6, --L 0~6 4 T 3X4 (BI) = 2X44/ l.e-2-3-0~ 1- 9-7-12 1< THIS DWGPREPARED FRDMCDMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind. 15.00 ft mean hgt, ASCE 7~98. CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL 4.2 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC@ 24" DC, all BC@24" DC. Deflection meets L/360 live and L/240 total load. 5X6= 4X6 (R) III T2 3X4111 6X8= _I 6-1-0 15-8-12 Over 2 Supports R-1185 U-485 N-5.5" ,.1 U-B68 W-5.5" PL T TYP. Wave '.'I'/ARNING" 1RUS,E'> ~~UUIH lHHHf CAPE IN '''BPICA1WN. HA~ULING, '>HIPPI~G. IN'>TALLlNr. ANO BRAClNG ~EF[R TO BeS1 (BtlllllING COHPON~NT SAHfY I~rO~MATI""), I'UBLISII[D By HI (TRU5S PlATE J~qITUTf, n~ NonlllH sr~H1. SlIlT[ Jj~. "LE;:^~D~IA, ~A. Uj]4i AND wreA (W~~D T~U\~ C()U~CIL or AME~I(A. &JOO fNTHPPISl l~NE. MADISON. WI 537191 ~[j~ SAftlY PRACTICES PRIOR 10 P[HORHI~G IHESE rUNCT]UNS U~LES5 OfH[~WI>E INDICAHD lOP CHOW >HALI HAVt PROPHLY ATTACH~1l SI~UCTU~AL PANF.lS ANIl BOTTuM ,HOUD SI1AlL HAH A PROPfRI, ATTACHlD ~IGID crlll"G. '.IMPORTANT-'* r,mNISM A GOPY OF THIS OESIGN TO THE 1NSUllATION GONr~ACI"~ ALPIN~ ~Nr,I~HHD PUOOUCT"lNc SHAll Nl'l BE H,PONSIBl[ fOP ANy OHI^,ION '"OH TillS DFSlr.N, ANY ,AIlDPf 10 BUILD TilE I"USS I~ CUNFr.R~'N[c WITH TPI, Q~ fABRICATINr,. IIANOI lNG, SI1IPPING. 1NSUllING & BRACING aF l'USIE5. D[SIGN CONFa'HS WIIH APPI IrABlt P"OVI'>ION' GF .DS (HAl 10NAl DE~1GN ~PF(, ~y A>&P^I AND HI ALPINF U'"~l(lO~ rlHfS AH HADe O' 10.llM/IGGA {W.H/5Sln ASTH A653 G'Anf 4016D (N, K/II.SS) GAL,. STEEl. .PPI.Y flM!'5 TO fACII FACf 0' T"U~' ANn. UHI.lSS DTIIERWI'F 11)r.ATt~ O~ 'MI5 D[SJG~. Pll>IT]ON PER DRAWINGs l"GA.Z ANI INSPH1JV~ or PlAT['> FnllOWlU 6Y (i) IHAII ~E PH MNU AJ or Hlj-~l102 Sle, A stAI O~ TIllS DPAW1NG INOIGAIl5 AUEHA"rf 0' P"OHS5IONAL ~HnT~H~JNG RESPONSIBIlJTv SOltLY FOP TlIF HII OMPUN[NT DCSIGN SHOWN 1~l SUITABIliTY ANO USE Of fillS [(lMPGNFNT fOR 'NY BUILDING ]S TH, 'lSPON UF IME ~UllGING DESI~NH PH A~SIITP] 1 ,Fr. ,. Alpine Engineere Earthe duct; Inc. 63u45 3X4 (R) III 5~2 10 5 ~ 2 2X3111 l\:O!iJ _I NY/- 1/- /E/-/- Scale -.375"/Ft. TC LL 32.0 PSF REF R7769- 57818 TC OL 10.0 PSF DATE 12/22/06 BC OL 10.0 PSF DRW MOUSR7769 06356016 BC LL 0.0 PSF MO-ENG CAT/SLS TOT.LD. 52.0 PSF SEON- 38021 DUR.FAC. 1.15 SPACING 24.0" JREF- 7769202 (A3150 *Flll in later *A3150 *A3150 Top chord lx4 SPF #1/12 :T2 lx6 SPF 11/#1: Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 : W7 2x6 SPF 11/#2: SPECIAL lOADS (lUMBER DUR.FAC.~I.II / PLATE DUR.FAC.~I.II) TC From B6 PlF at 0.00 to B6 PlF at 13.94 TC From 101 PlF at 13.94 to 0 PlF at 0.00 BC From 20 PlF at 0.00 to 20 PlF at 16.27 A10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS10NS) SUBM1TTED BY TRUSS MFR 115 mph wind, 15.51 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 4.2 psf, wind BC Ol~4.2 psf. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" DC. all BC @ 14" DC. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or lx4 #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5~,min.)nails @ 6" DC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24" wide clearance. 5X6= T2 4X8 (R) III 2X3S --L 0-6 4 T 3X4(81)= W7 7 6 7 1-14 3X5= 3X6= ~2-3'0--..J 1- 13 -11-4 _1- 2 - 9 - 8 _I ~I R~1981 U~661 ,H.I' 1< 16-8-12 Over 2 Supports R~1146 U~494 W~I.I" "WARN1NG" HLJ'>~f_S I<lQUIR[ DHftlf (A"t l~ fABP[CATlrm. HA~ULlNG. SHIPPING. 1~'>lALLlNG ANU B~A(]NG REfER IU Bc5I (BU[lDING COMPONENT SMUt l~rCJPHATID"). ~UBLISHED BY TPI (,"USS PLATE 1~,>rITUT[. t1R ~O~TH LEl SlREU. SIIITE 312. AlDANORIA. VA, nJ141 A~~ w[CA (W80U TRU<,\ COUNCIL Of AH,RICA. ldOO ENTE~PPl" lA~E, HADISu~. WI \"ll~1 FuR SAHTY p~Anl([S PRIQR TO ~HfORHIHG TII[,[ FIIN(lIGNS UNIFSS U1HE~WI~[ INOICATfU HlP c~a~u ~HALL HA~E PRGPlHV ATT~CHflJ ~TRUCIURAl PA~ELS ANO BGI[DH (HO~U ~HAll HAVE APRuPERIYATTACHlDPIGIDC[lITNr, Oesign Crit: TPI'2002(STO)j1BC Cq/RT~1.00(1.25)/10(0) NY/-/I/ /E/ - /- Scale ~.3125./Ft. TC II 32.0 PSF REF R 7769- 57819 TC Ol 10.0 PSF DATE 12/22/06 BC Dl 10.0 PSF DRW MOlJSR7769 06356017 BC II 0.0 PSF MO-ENG CAT/SlS TOT.lO. 52.0 PSF SEON- 38035 DUR.FAC. 1. 15 SPACING 24.0. JREF 7769202 Pl T TYP. Wave ~~IMPORTANr*~ rURNI<,H A COPy of THIS U[,IG~ To THt I~STAlLATIGN [ONT~A(IGR. AIPIN( lNGI~E[REIJ p~GOuns. INC 5HAlI ~GI B~ nSPONSIBIF: f'!~ ANY D[VIATION fR"~ ]HI, DESIGN, ANy f.IlURE TO BUlIn THE HU~,> I~ [ONfORHAN(E WTIH [PI; "~fABRjC~II~G. HA~DIINr,. SHIPP1~G. IN,TAt.,-I~G & BRACING OF HtJ$SlS. D[';IGN r.ONFO~~~ WIT!! APPIICAal( PPOVIIIONS rw un, (~^TIO~Al D[\IGN ,p,e. BY ^"&P~) ANO TPl AlPINf UJN~HTQR PLATES ARE HADE QF 20/l~/IGGA (~.H!~S/~) ASTH Ar;5.1 G~ADc 4D(r;0 IW. KjH.SS) uAU. STHL APHY PLAT[, TO E^(H f~U Of HU'~ A~D. UNl[S, GTHfRWI'>E lO(^TlO O~ TII[S lJF'ilGN. POSIIION P[R DRAW]NI;S 160A'/. ANy I~SPl([ION OF ~'AHS fGllOWED BY Iq S~ALL H PU ANND Aj (Of IPlj-lOQ2 SH.3. ^ ,~AL UN THIS DHW[~~ UDICATFs A[(lPI^NCE Of PPOfF~SIO~H lNGIN[[RIN~ ~fsP(lNSIB[LllY 5DlH) FOR THe '" ',HPON~~T DfSIr;~ SHGW~ THF SIJlIABIllTV A~D IJSf Df IH[,> CDHPGN[~f fOR. ANy RUIlOINr; IS r~E RfSPQ~ QF fHE ~"ll [lING DE5IGNFR NP A~\IlT"l I SEe. , All) 11/12: THIS OWGPREPAREO FROM COMPUTER INPUT (LI)ADS & DIMENSIONS) SUBMlTTED BY TRUSS MFR. (A3150-*Flll in later *A3150 *A3150 Top chord 2x4 SPF 2IDOfl.BE :T2 2x6 SPF Bot chord 2x4 SPF 11/#2 Webs 2x4 SPF #1/#2 :W7 2x6 SPF 2100f 1.8E: .. 115 mph wind, 15.00 ft mean hgt. ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II. EXP C, wind Te DL=4.2 psf. wind BC OL'4.2 psf. SPECIAL LOADS (LUMBER OUR.FAC.~I.15 / PLATE OUR.FAC.~1.15) TC From 86 PLF at 0.00 to 86 PLF at 9.65 TC From 331 PLF at 9.65 to 331 PLF at 16.73 BC From 20 PLF at 0.00 to 20 PLF at 16.27 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24' DC. all BC @ 24' DC. Deflection meets L/360 live and Lj240 total load. Bottom chord checked for additional 20-psf live load in areas with 42" high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 8X14= 4X5111 4X1Z (R) III T2 61 W7 5X5 (R) %\ 5-2 10 ..l 06 4 T 3X4 (BI) = 6X8= 8X8 (R) III 2X4111 4X6= L.o-z - 3 - o-oJ L- 9-7-12 7 -1-0 1< R~476 U~604 W 5.5' 16-8-1Z Over 2 Supports PL T TYP. Wave Design Crit: TPI-2002(STD)jIBC Cq/RT~1. 00 (1. 25) JIO (0) -/E -I 32.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 52.0 PSF 1.15 24.0" 7.27 "WA~NING." '"1)$,,105 "CGUIRF f>.IHHt CA~E IN FAA~ICATIQ~. HANDLING. '"IPPING. IN"'ALLT~G A~D B"A(;IN':; HHR TU BeSI (WTlDING (~HPONfNT ,AHH I~fu"H~IION). PUBlTSH,n BY I~l (TRIISS PLATE T~STTTUll. lJR NO"HI LEE ,HffT. WITt j12. AIEXIINU"TA. ~A, 22314) A"~ ~ICA JWOOV TRUSS COUNCIL. OF A~ERI(A. ';JOO FWTUPP ISE L^Nio. HADTSuN. WI S)/T9) FOR SAFETY P~ACl TClS PRIlJR TO PHFllRHING THeSE j-UNCTIO~S. UHl[SS GTH["WI~E INfJTCAHIJ TOP CHORD SHAlL HA~E PPOPCRLY ATTACHE I! ~T~U(JU~,\l PA~HS ANI! 8GTTOM lHGPU SHAll. HAlE A P~\'~HLY AI TACH[G PTGID !:EIIING Alpine Engineere cts,Inc, EarthC" 3045 ~~ IMPORT ANT*~ FURNISH A CGPY Of TlII~ U,SIGN TO THE I~SlALLArTGN CONTRA(l~" AlPIN[ F~GINEOioD PRODUcrS. INC. ~HA11 Nul BE nSPD~ST~lf ,no ^NY OEVTMIOH fROM THI'> OfSTG~, ANY fAILUPE 10 BUILD TIlE II'USS IN COHFORMHCf WIIH TPI, nR FABRICATING, IIA~DLT~G. ~HTPPINr;. INSTALll~l; & BRACING Of TRUISE, Q[STliN CUNfORM~ ~11H APPLlCAHlE P"OVI,JON, 0, NIlS (NATIGNAI f,HIG~ SPEc. B' AF&PA) AND TPI A' PINE (UN Nt (lOR PlA TF, ABF MAO[ OF 2O!J~1 16GA (~, HISS/") AS TM M\J GRAD[ ~"/';U (W, r /11, S~) ';AlI. S TFFI AI'I'U PLATE' T~ lAC~ 'AU DF TRU'" A"~. UNLE~S DTH[RWTS[ LOCATEO O~ THIS OlSIGN. PDSlTIO~ PeR [)BA~I~G, T60A ! ANV [N~PEcrIO~ 0, PIATf~ fGLlO~fU BY (i) SHAlt Bf PeP ANNU AJ Of lPlJ-200; \[(.J A ,EAI [l~ THIS QH"[~G INDICAH~ A[fFPIA~Cl UI PPO,[SSTnNAL FN\HNffRIN(; PfsPONSIBlLlTV '''1ft' fOP TH, TO OMPDNf.Nl D[~IG~ "HOWN HIE WITARIIIIY ANU 'JSE Gf IHI~ CGMPO~[~T rop ANy BUllOING TS fHF RESPGN or THf BUlLD I Nn I1l5TGNE R PE~ AN' T!lP I T SEe. 2. 52 Scale ~.375"/Ft. REF R7769- 57820 DATE 12/2Z/06 ORW MOllSI\7769 06356018 MO-ENG SEON- CAT/SLS 38040 JREF- 7769202 (A3150 *F111 in laler *A315Q *A3150 Top chord 2x4 SPF 2100f 1.SE Bot chord 2x4 SPF 2100f-l_SE Webs 2x4 SPF #1/#2 H Bl) THIS D'.G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind Te DL=4.2 psf, wind BC OL~4.2 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42--high x 24" wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" DC. all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Refer to DWG PIGBACKAII03 or PIGBACKBI103 for piggyback details. 7X8= 4X1D= 6, 4 -1-11 3X4= 3X6 (01) = 4X5(01)= 1- 8-3-8 3-11-8 _1- 8-3-8 1< "WARNI~GH TkIJS~l~ RlGUIRE F>HEMl CAn IN ,AB~ICATI(l~. HA~ULING. ,IIIPPI",;. IN,IAlLIN[; A"U BRACING RfHR T[) H51 (BUILDING r.n"PO~l~T ,ArEH 1~F{)RHA1IO~). PUBlISHE[) Bi HI (IRUS, PLAH 1~5TllUn. 118 ~OPIH lH 51~EET. SUIT[ 312, AlEXA"[)RIA. VA. nJl41 A~U wrCA (.nou I~USS [OU~(ll GF AH[~ICA. (dOO lN1ERPPlSf lA~F HADISO~. WI Ij7]91 'u~ ,ArUY PRAETICfS PRIf)~ 10 n~rORMl~G THeSE ,UNLTlnN, UNlfSS [.THfRWlSF INUICAIEU lOP CHIWU ~HALL 11AH PklJPf~1 y ATIACHlU ,T~UCTU~Al PANfl ~ ^~U BOTTOlM CHORO SHAll HAVE A 1'~('PlHj ATTACHfG PJGID ([]LI~G. Design Crit: TPI-2DD2(STO)/lBC Cq/RT~I.00(1.2S)/ID(0) ~I R~434 PLF U~137 PLF W~1-10-0 20-6-8 Over 2 Supports Ro620 PLF U~185 PLF W~1-9-0 PL T TYP. Wave Alpine Engine EalthC ** IMPORTANT*~ rU~NISH A COpy OF TillS UfSI(,N 10 lHE WSIALlATIO~ CONl~ACIO~. Al.PINE E~GJ~HRlU ~~OOU(lS, INC. SHAll ~Ol BEo PESPONSI~lf Inp A~Y DEVI^IION FRoM IHIS DlSIG~, AN' fAllUPE 10 RIIIII) TH[ I~LJS5 I~ (ONrORMA~Cf ~11H 'PI; O~ f^~RJ(AI1NG. HA~DL1~G. ,HIPI'I~r,. IHS1UlING ~ B"ACI~G OF TR<JSSEoS. Ol,IGN CDNrG~Ms ~ITH ^PPLlCABl[ PP"VI'IONS OF ~D, (N^T"'~^L DlSIGN SPEc. BY AHPA) ^"D TPI ALPI~E CO"NUIO~ Pl^'lS ARE MADE OF 2"'I~/lGGA (W,H/S'/K) ASTH ^G5J GRAD[ 4U/"" I~. "H.SS) GALV_ SlfEoL. APPL Y PLATf~ TO [ACH fAn uF T~lJ'~ A~D. UNLES, nTHHNISEo lOCAHD nN THI~ Ul~IG~. PD~lTIO~ PF~ D~^~ING' IDOlA-f. ANY INSPHTIO" uF PIAl,s fOllOWED e~ (II ,H^lL BE P[P AN~f' A.< OF Trlj.1002 SU_J A SEAL PN THIS DPA~ING INDICAT[S AlUPH~n 0> PPOHS>IONAl ,~GINHRING RF'POINSJalL!IY SDl[L~ FOP THE I (\MPONl~T DESIGN $HQWN TilE SUITABJI!fY A~D USE GF THIS r(lHPGNlH rop A~Y ~tJIlOl~G IS Hlf H"PON o~ rHl BUIL~J~" DlSI~~ER PER A~'I.lTPI 1 SEC_ l NY/- - /E / Scale -.37S"/Ft. TC LL 32.0 PSF REF R7769- 57821 TC OL 10.0 PSF DATE 12/22/06 8C OL 10.0 PSF DRW MOUSI1.7769 06356019 8C LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 38045 DUR.FAC. 1.15 SPACING 24.0" JREF 7769ZD2 ( A3150-~Fill in later *A3150 *A3150 Top chord 2x4 SPF 1100f~I.BE :T1 1x4 SPF Bot chord 1x4 SPF 1100f~I~BE Webs 1x4 SPF #1/#1 :Lt Slider 1x4 SPF #1/#1: BLOCK LENGTH ~ ** 82 111/#1 : 1. 500' In lieu of rigid ceiling use purlins to brace Be @ 24" De. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Refer to DWG PIGBACKAII03 or PIGBACKBl103 for piggyback details. 2X4~ 6, 3X4,* 3X6 (C6) == 1_ 10' 3 -1/4" 1< R~617 PLF U~190 PLF W~I' g" THIS D'~G PREPARED FROM COMPUTER INPUT (lOADS & D1MENSIONS) SUBMITTED BY TRUSS MFR, 115 mph wind, 15.00 ft mean hgt. ASCE 7 98. CLOSED bldg, not located within 4.50 ft from roof edge. CAT II, EXP C. wind Te DL=4.2 psf, wind BC OL~4.1 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24n-wide clearance. 4X5== 6X6= 5' I SIB" 2X3111 10' 3 -1/4" _I >1 fl~1' 10" 20' 6~1/2" Over 2 Supports PL T TYP. WAVE Design Crit: TPI-2D02(STD)/IBC Cq/RT~1. 00 (I. 25) /10 (0) "WARNHIGH TRIJS'>ES RlGU1H EURfMF (Ml l~ ,ABRICATlO~. HANDLING \HIPPJ~G. 1~>TAlLUG AND B~ACI~G RErER TlI R[~l (BUILDI~G COMPU~f~1 SAFETY IWFOP.IATIUN), PUBlI~Hf.D BY HI (TRUSS PLATE IHSfJPUTE. ~Ia HonH Hle SIREET, SUlTf 'Hl. ALUANU~IA. VA. 22314) ANI! ~l(A (WOOD T~l!S~ COUNCil ". ^"lHICA. &300 fN1UPRISE LAN[. HAOI"O~, WI S171~) fOR SAfETY PRACTICES ~RIlIR TO PHfQ~~ING THF'>f ,UNCTIONS U'ILESS 01Hn~15[ INDIOTfU lOP (IIOW ,HAl.!. HAiE P~OPE~lY AIIACHEU ~TRUCTIWAL PA~[lS A~IJ BOTTOM (1IIlR(J ~IIALl HA'E A PRGPfRIYATrACHlOPIGWCf:ILING NY/-/l1 IE/-I- Scale ~.375"/Ft. TC LL 32.0 PSF REF R7769- 57822 TC OL 10.0 PSF DATE 12/22/06 BC DL 10.0 PSF DRW MOUSR7769 063~6020 BC LL 0.0 PSF MO-ENG CAT/SLS TOLLD. 52.0 PSF SEON- 74172 OUR.FAC. LIS SPACING 24.0" JREF~ 7769202 '.IMPORTANT..* fU~NI~H A (OPV of IHiS U[5IG~ TO THl IN5TAllATln~ [;ONT~ACnw ALPINf f~GINEE~fl' r~oouCTS. I Nt. SIIAlL NOT BE PF >rO~SIBlE Fo~ ^"~ DEV I "'ION FRnH THI, D[S IGN; ANY fAIl LlRt 10 BU I L1J I III T"USS IN (ONfO"MANCf Willi HI; O~ FAB~ltAIING. IIAHDL ING. SHIPI'ING. IN,TAlLlNG & BRACING Of TRU,SfS. DESI"N [[l~FO~MS WIlli APPl!CABl[ P~Q~I>IO~S OF NOs (N^TIOHAL OE~IGN WFC. BY AF&PA) AN(J lPI. ALPin C()~HEC lOR PLATES ARf MAD[ or ;"1 1~llr;GA (W.HI<;SiK) A5TH A6,_1 "RAVl 40{60 (W. K{II. >~I GAl'. STEfl. APPl Y PUH~ TO fACH 'ACE Of I~IISS ANO. UNLESS GIII[RW1'F IOCAHU ON Till, IJf'lGN. PO,ITIOH PH D~AW1NG' loDA Z AN~ lNSN(!ION OF PLATl5 rDLLG~[O Rv iil ,IIAlL Rt rH ANNU AJ Of TP11-lO02 ,CC.' A lEAL ON TH!~ O~A~INU I~DIC~TES A(CHlAN([ lIF PPOHS,IlINAI E~GINHRING RE,PON'ilaILlTY SOLflY FOR THE H UMPONF~I III SIGN IHG~H THE SU IIAa III rv ANU LJSf Gf TH IS ([)~PGNf.Nl FUR ^~~ BU It 01 NG J S THE Rf SPON or THE ijUILOUG Uf~jr;NER PEP ANSI.ITPI j s~c. 1 Alpine Engineere Ealthc" uct~Inc. 3u45 (A3150-*Fi11 in later *A3150 *A3150 Top chord 1x4 SPF #1/11 Bot chord 1x4 SPF 1100f~I.BE Webs 1x4 SPF #1/#1 B3) THIS DWGPREPARfD FROM (O!1PUTER INPUT (LOADS & DIMfNSIONS) SUBMITTED BY TRUSS MFR 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC Ol~4.1 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42~-high x 24"-wide clearance. Truss designed for unbalanced snow load uSing 0.30 windward factor and 1.50 leeward factor. Refer to OWG PIGBACKAII03 or PIGBACKBII03 for piggyback details. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 14" DC. all Be @ 14" DC. Deflection meets Lj360 live and Lj240 total load. 4X8= 3X4= 5X6= 6, ,6 3X4= 3X5= 3X4= 3' 1 3/4" 4X6(D1)= 6' 3 -1/2" 7' 11-1/2" 6' 3 -1/2" 1< R~609 PlF U~183 PlF W~I' 9-1/Z" 20' 6-1/2" Over 2 Supports ~I R~419 PlF U~137 PlF W~Z' 10" "~ARNING" HUSSl, RlQUIRE DHfHE lA"llN ,AB~ICA1ION, IIANIJLING. ,HIPPING. 1~~.rALLUG ANI! a~AClNG RHlR To ~CSI (BUILOI~G [OttPO~ENT SA,lTi INFDRMATIO~). PU~LI>HoO BY HI (lRUS> PLATE IllSlIIUTl, 2lb NuHH LH SHEEr, SUlTF J]2, ULXANU~IA. VA. 22314) A~U WTCA (WOOl! HU" lQUNCH UF ^MLR:(A. ';]UO l~llRPPI,E lA~F. MAOI,O~. WI 53)l?) FOR SAHTY PRACTICES PRI~R TO nPFORHING THE'Se fUNCTIO~S U~LESS OllIE~WISF l~UICHlU TOP CHO~!J ~HALl HAVE PRUPf'~lY ATTACHE'D ,TkUClURAL PANnS ANU BOTTOM CHn~U 'HALL IIA'E' A P~uPlHY ATTACHFlJ PIGlO COilING. Design Crit: TPI-2002(STD)/IBC Cq/RT~1.00(1.25)/10(0) NY/-/11 IE / -I ~ Scale ~.375"/Ft. TC Ll 32.0 PSF REF R7769- 57823 TC Dl 10.0 PSF DATE 12/22/06 BC DL 10.D PSF DRW MOIJSR776<J 063560~1 BC II 0.0 PSF MO~ENG CAT/SlS TOT.lD. 52.0 PSF SEDN- 38055 DUR.FAC. 1. 15 SPACING 24.011 JREF 7769Z02 PlT TYP. Wave Alpine Enginee EllrthC ~"IMPORTANT"" FU~NI,tt ^ COpy 0, THIS I!E$IGN TO THF I~SIALLATIDN CIl~TRACTOR. AlPin tNGr~LEHIJ PROOUCT,. lNt. SHAlL Nul BE RF<;PU~$lBLE floR A~Y OEvI^TION ,ROM THI~ OESIG~ A~Y fAlLUPE TO BlJHO l~t TRUSS j~ (ONFO~HANn WITH HI, OR fAgRICHJ~r,. HANDLI~G. SHIPPj~G. IN,TALll~G ~ BRACING OF TRUSStS. OE,IGN (O~FO~HS WIlli AP~lllABLE PPO'IISI(JNS Qf NOS (N^TIU~AL OeSIGN ,PH, BY A!-&PA) ^NO TPI AlPI~F CO~~E'nOR PLAns A~t M^OE Of 2011~!IloG' (W.II/SSIKJ ASTH M53 GRAOF 40/6Q IW. K/II.SS) (,AlI. >TEEL. APPlV Pl^ltS TO E'ACH 'ACE [IF llWs, ^~D. UNLESs (]THtRWlSE LOCHfO O~ lHIS DlSIGN. POS]llO~ PtR DRAWINI;S l&OA l. ANY INSPFOION OF PI.AlE, fGLlOWEO By I') SHALL BE PH 'N~U AJ OF TPII-20Ol SH.3. . '>fAL n~ THIS O~Awr~" InDICATES A[Url'~([ or PRO~tsSJON~l E~GINHRI~~ RlSPONSIRlI ITV SOLHI ,op THE' H MPONF~T DtSIG~ SHnwn THF Sl!ll^BllIH AND IJ~~ Of IHIS GOMPGNFNl fOR A~Y BUIIDl~r; IS IHE R[5pn~ 0, THE' BUJLDI~I; UtSIGNER PfR ANSI/lPI 1 ,E'Ie. 2 llcts, Inc. 3045 (A3150-*Fill in later *A3150 *A3150 Top chord 2x4 SPF 11/#2 Bot chord 2x4 SPF 2100fl.SE Webs 2x4 SPF #1/12 H 84) THl 5 D'~G PREPARED FROM COMPUTER I NPUT (lOADS & DIMENS IONS) SUBMITTED BY TRUSS MFR. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 24' DC, all BC @ 24' DC. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 115 mph wlnd, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, not located wlthln 4 SO ft from roof edge, CAT II, EX? C, wind TC DL=4.2 psf, wind BC OL 4.2 psI. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with ad Box or Gun (O.113"x2.5",min.)nails @ 6" DC. Bottom chord checked for additional 20 psf live load in areas with 42"-high x 24"-wide clearance. Refer to OWG PIGBACKA]103 or PIGBACKBII03 for piggyback details. 6 ,4X10= 4X6= 5X6= ,6 , ,I",. -L A 3X5= H0308= 4X6= 2X4 (03) '" 4X4 (01) = 4X5 (03) = 1- 4' 3 -1/2" _1- 11' 11-1/2" _I 4' 3 -1/2" I- R-59S PLF U-]76 PLF W-]' g-1/2' 20' 6-1/2" Over 2 Supports ,1 R-435 PLF U-142 PLF W-2' 10" "WARN1IIG." l~lIS,ts RlGUIH D.HfMf CAPE IN fABRICATTnN. HANULlNG. SHirrING. IN>TAlLJ~G ANU ~RACING HHR Tn anI (BUIL~ING [;"HPo~ENI SAHTY I~rORHAT[ON). PUBlISHflJ 6Y TPI (TRUSS "lATE I~STJTUTl. 2Ja H(JP1~ Lll STRHT ~"[n JlZ. ALEX^~UPIA. VA. UJI4i ANU ~"TlA IWOOU TRU<,S COU~CJL OF AME~ICA. Id"v ~NTERPPISF lANE. HADISOH. WI 5j71~) fOR S>'FEH PRACTICES PRI~R TO PEHORHING TM[<'f FUNCTIONS lInllSS OTnE~W]SF INUICAlEU TOP CHp~IJ '.HALL ~AVE P~OPf~IY A1TA(~EU ~nUCTU~Al P^NcLS AND Bnl'QM CHO~U ~nALL HAlf A PROPlRLY ATTACHFD RTGlD CEILlNG. Design Crit: TPI-2002(STO)/lBC Cq/RT~1.00(I. 25) /10(0) NY /- /1/- /E /-/- Scale ~.375"/Ft. TC LL 32.0 PSF REF R7769- 57824 TC OL 10.0 PSF DATE 12/22/06 BC OL 10.0 PSF DRW HOUSR7769 06356042 BC LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 38065 DUR.FAC. 1.15 SPACING 24.0" JREF- 7769Z02 PLT TYP. 20 Gauge HS.Wave Alpine EngineeTe EarthC ""IMPORTANT"" rU~N]Sn A (ORY or TillS IJf~lGH TO Tn[ fNITAlI.ATJQN (DNT~ACTO~ ALPINf ENr.InEEHU PRe,DUC'S. INt. SHAt l NVl BE OESPONSIBI, rop ANY DEVIATION FROM T~IS DESIGN: "NY fAIl UPE fa BUILD T~E TPLJ'~ IN CGNrORMNCf ~llH r1'I: OR FA8~JCA1ING, HANDL lNG, $~TrPING. INSThLllNG & B~ACINr; O' TRUS,fS D~SIGN COHFO~M' WIT~ APPLlC...BlE P~OV!~]ON~ or HD' IN~.TJONAL DESIGN SP[C. BY Af&r~1 ANI> HI. AI.RINl [GNNECTn~ PI.,"S AU MADE OF 10!l~II(;GA (~.HIS'>I"i ASIM Au'd GRAUE 4WI~O (~. "/II,S'>) G>.U, STEFl APPLY PIAlF' 10 ,~C11 rACE OF TRIISS "NO. UNlf" OlNl"~l~[ LUCAlFr, l'N T~I> DESIGN. PG;lIION PER DRAWi'IG<; J60A-, A~Y IHSPEOlUN or PlATES fOLLO>i[D By (i) SMAll Bf RFP ANN" AJ Of TPll.2Uu1 '>fI;.> , SlAl eN I~IS IJ~AWI~G INDICATE~ HCEl'lANc[ or P~"HSSIONAl [NGINFHINU ~ESPON>lBILITl SOl. FLY fOP T~[ To' aHR"N~NT DESIGN SHn~~ HIE SU I TAR II. II Y AND USF of 'H I S COMPONE ~T fuR A~V RIJ I LDING ] S THf 'ESPON or THf ~U] LO I Nt; I;f, I~NE' Pl~ ANSTITP I I SEC. 2 llcls, Inc. 3045 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS'" DIMENS10NS) SUBMITTED BY TRUSS MrR. (A3150-*Fill in later *A3150 *A3150 85) lop chord Ix4 SPE 21001 1.8E :T3 2x6 SPE 11/#2: Bot chord 2x4 SPE #1/#2 :BI 2x4 SPE 210011.8E: Webs 2x4 SPE #1/#2 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC OL~4.2 psi. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purl ins to brace all Ilat TC @ 24" DC, all BC @ 24" DC. Bottom chord checked for additional 20-psf live load in areas with 42~-high x 24~ wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Deflection meets Lj360 live and Lj240 total load. Refer to DWG PIGBACKA1103 or PIGBACKBII03 for piggyback details. 6, 7X8= ,6 3X4111 7x8= 2X4111 4X4= 13 B2 2X3111 3X3= 7X12~ 2X3111 3X3= H0615= 2- -0 2X4(01)= 4X4 (R) III 2X3111 2X3111 I~ 1< R~286 6-7-0 6-1 0 6-7-0 6-7 0 _I- I 15 -11- 8 15 -11 0 _I:;:'!:::: o 6-8 29-1-8 Over 2 Supports NY/-/1/ TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING PLF U~64 PLF W~6-1-0 PLE W~7-1-8 PLT TYP. 20 Gauge HS.Wave Design Crit: TPI-2002(STD)jlBC Cq/RT~1. 00 (1. 25) /10 (0) "WARNING" T~U~~f<' HOUIH D.TRfME CAH IN 'AAPI[AlIO~. HMnll~G. ,HIPPING. IN,TALLI~G ^~V A~ACI~r, RUE~ 10 HSl (BUILDING COHPI!~[NI SArETY l~f()P"ATIO~). PUBlI,H[V BY HI (I~US~ PLATt j~STITUTf. ns NG"lH L[E ~HH1. SUITE 312. ALEHMG~IA V^. 22314) A~U WHA (WOOD TOU<'~ COU~(ll Q, AHE"ltA. olOO [~TE~PRISE L"~E. HADISO~. WI ,3119) fO~ 5AFUY PRAnjCE~ PRI~R 10 "lRFORHI~G THHE FUNCTl"~, U~lf,\ OTH["~j,E I~UICAHU IDP (IIGRD ,HALL HAVE PROPfR,v AlfACII[U ~TPU('UOAL PA~,I~ A~O BOTTuM (HOOO ~IIAlL HAV~ A PRonRL Y A TTMII[D ~ IGI D [f ILl NG. Alpine Engineer EarthC uct;lnc. 63u45 *~IMPORTANT~~ FURNnl1 A CGPY Of IHIS VE,IG~ To TilE 1~,HIIATJO~ (ON1PAC10~ AIPIO< E~GI~[fRfO PROOUCTS. INC. SHAlL NOT Bf ~l,POHSIALE f<JR ANY DHI^TJQN f~OM 1111, OF,Jr,~. ANY FAJlU~[ Tu BUTI D IH[ I"US~ IN CUNFnNM^NCE ~IrH HI; DR F^A~I[41IMG. IlA~OllNG. ~IIIPPI~G, I~Sll\LlING & ARMING or TRUS<;lS D[~IG~ enWfO"M, ~lTH APPLICAH[ PPOVISIOWS Of ~D, (NAT["~AL D[\IG~ 'PH. ~y AF~P^) A~n IPI ALPINE CO~HlCTOR PLATfS. ^H HAD[ OF "D/l~ilfiGA (~.HISS/Ki A~IH A(;5l G~AI;[ 401(;0 (w. "{II"S) GAl". SIUl. APPlY ~LAn<; TO tA(1I f^cr uF HUSS A~D. UNlf" GIHlRh'I>E lDCATEIl O~ IIIIS DE'I';~. PO>[TlD~ PH DR^WI~Gs l"OA-l A~' I~SP[CTION of Pl.Al~~ rOlLOHFIl AY (i) ~HAlL AE' PH AM~H AJ OF TPII-lOOZ ,ELl A SFAl. O~ HilS !Jr>AWI~G I~DICATfS ACC[PI^NCE uF P~QflS~IOnAl E~GINHRI~(, ~lSPON~I~ll[IY SOLELY FOr> IHE IP' OMrG~r~T VE,I(;W <;IIOWH THf SUI 1 AB III IV A~D "Sf (If TIll <; (QMPON[NT FoR ^NY BUll f) I NO, IS TII[ RfSPQ~ Of TII[ OUII(JI~G Ot~I(;NfP- PH "NSI./TPI I 'F[_ i' 2X4(D1)= "I ~I - /E - /- 32.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 52.0 PSF 1.15 24.0" + Scale ~.25"/Ft. REF R7769- 57825 DATE 12/22/06 DRW MOUSR7769 0635602? MO-ENG SEON- CAT/SLS 38070 REV JREF 7769Z02 (A3150 "Fill in later "A31S0 "A3150 ** 86) Top chord 2x4 SPF #1/12 :T2, T3 2x4 SPF 2IOOf I,SE: Bot chord 2x4 SPF 11/12 Webs 2x4 SPF #1/#2 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" DC, all BC @ 24" DC, Deflection meets L/360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Refer to OWG PIGBACKAII03 or PIGBACKBII03 for piggybacK details, 6, 5X5= 2X4111 ~!,,"~ VI 2X4(01)= 3X5= 2X4111 (AI T2 7XIO= Iii 2X3111 1-0-0 T Ie 1< R"287 4-7-0 _1_ 6 1-0 19 -11- 8 15-11 0 29-1-8 Over 2 Supports '1 ,1 PLF U"66 PLF W"6-1-0 PLT TYP, Wave Oesign Crit: TPI-2002(STO)/IBC Cq/RT~1.00(1.25) 10(0) THIS DWGPREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind. 15.00 ft mean hgt, ASeE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II. EXP C. wind Te DL=4.2 psf, wind BC OL"4.2 psI. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (O.135"x3.S",min.)nails @ 6' OC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. ,6 5X5= 11"11 7XI0= 6X8= 4X5= m".~~;~("n~ 2X4111 3X4= "HARN1NG"" IRU5,E, RFQI!I'l DTRFHF (An IN FAARICATION, HA~OL1~G. ,HIPPING, IN51AIlING A~O ARACI~G RHH Tv ac,J (RUIr.OJ"n COHPO"fNl S.fETY J~FO~HA1ION). PUklJ,HEO BY HI (lRU5, ~LATt 1~,TITUTF. lIS ~ORTH lH 51HET. SUITo :112. ALExANU~IA. VA. 22314) ANU WfC. (W(JOD l~US\ COIl~flL Of AH[~][A. EdDu oNTERP~ISf I.^~F. HAOl,GN. WI 53119) FOR ,HETY ~R.~IICE, PRIOR JO PEOFORH1NG rHlSo FUNCTlO~, U~LFSo; OTHE~Wl\E J~OIC.TEU TaP CHO~U ,HAll HAVt ~ROPE~IY ArlACI1EU \T~IIC1U~M P^NE!S A~U BDTTl>H lH~~U 511ALl HAlE A P~oPt~L Y A TTACHfO ~ JGIO CE II I NG 13 4-7-0 7 1-8 NY -/1/- E/- LL 32,0 PSF OL 10,OPSF OL 10,0 PSF BC LL 0,0 PSF TOLLO, 52,0 PSF OUR,FAe, 1.15 SPACING 24,0" ~"IMPORTANT""* FU~~I~II. COPY OF IHg OFSI~N 10 THE J~SlALLAfIGN co~nACTOR. AlPIN[ ENG1"clHD PRnOUCT5. INC SHAll ~OT RF Rt,~O~,I~IF fuP AH~ DHIAllON FROH THIS UtsJGN: A~Y f^ILUPf Tu WILO THf nus,; I~ CO~FORHA~CE WITH TPJ: OR FA8RICHI~G. H.NOII~G. 5HJPPJNG. IN5HUI~G A ~RACING OF lWlJ,5[5. Ol~IGN ca~FORH~ WIfH .~~L1C^8L[ PPOVI,lONI OF Nfl, (~HIO~.l QF~l!;H ,rEC. BV ^'.~^) .~O HI AlPI~l CO~NFCTOR PLATE, ^Rl HADE OF ;"/I~/l(;GA (W.H/5S/KI A5TH AL~.l GRADE 40jGO (W. nH,,5) GAl'. SIHL. AP~LY PIAn, TO FACH 'ME Dr TRLI,~ AND. UNlfS, OlHERWI" lOC^loD ON THI, nf"G~. rO,ITID~ PH DRAW1~b' 100. Z ^~y IHSPEC110N 0, P!AlE~ fGLlO~fO ev (i) 51!AII AE PEP AN~EX A.J Qf IPIJ.lOQ2 ,Ee3 A 5FAl ON THIS D"^WI~L I~OICATE5 MCH,^NCF uF P~OHSSIO~" F~GJNEERI~G Rf'PO~SJBILI1Y SOLELY fOR TilE UI' CDHPO~f.~1 UFSlG~ ,H(\~~ THF SUI IABILIfV A~D II~f Of Tlll5 cr""'ONoNI FOR A~Y eUILOING I> TlI, RFSI'Q~ 0, THE ~UlLOUG Dl51GNEll PF~ ^~5I!TPl 1 ,re. < Alpine Engineere EarthC ducts, Inc. 63045 2}S Scale ~,25"/Ft. REF R7769- 57826 DATE 12/22/06 DRW MOUSR7769 0635601'3 MO-ENG CAT/SLS SEON - 38075 JREF - 7769Z02 (A3150-*Fill in later *A3150 *A3150 ** 87) Top chord 2x4 SPF #111!2 :Tl. T3 2x4 SPF 2400f2.0E: Bot chord 2x4 SPF 1100f'I.8E :B2 lx4 SPF 2400f2.0E: Webs 2x4 SPF #1(#2 Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42" high x 24" wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Refer to DWG PIGBACKAI103 or PIGBACKBII03 for piggyback details. 6, 3X4'= 3 X 4'= 2X3111 T2 I[ III I~ III I I I 3X4,= 7 X8'= B2 7 X 1 0'= 6X6'= 7X8'= V/~///] I 2X4(Dl)'= 2X3111 5X5'= 1_ 2.7.0 23-11'8 1< R.335 PLF U'77 PLF W'5-1-0 29'1-8 Over 2 Supports PLT TYP. Wave Design Crit: TPI-2002(STD)j1BC Cq(RT.l.00(1.25) 10(0) '-'WARNING" HU~~,~ "EOUIRE DTRfMF CAH IH ,AB"ICATlO~. HANUlUG. ~HIP"ING. 1~,TAll ]~G ANO BRACI~G RlFeR TO BtSI (BUilDING tOMPONE~' SAFEH I~~(JRHATION). PUBLISHED B> TPI (TRIISS ~lAll I~STIT"H, Zl& ~ORTH lFE ~1"E[T. SUITF lJ2. AlOANUP-IA. VA. 22J14j A~O wrCA (,WOO TRII~~ COU~CIL Q~ AHFRIlA. (dOO ENTlRfPIS[ LA~E. ~AD1SO~. WI ,_17191 FOR SAfUY PRMTICES PRIOR TO PERFORHI~G THESE FUNCIIONS U~LF,S OTII[~WJSE I~UlCAHO TOP (H~~D SHALL IIAVF HOPHlY ATJACHFI) ~HUUO~Al PANELS A~V BOTrO~ CII(l~[) SHALL HAI[ A ~ROI'[HY ATJALHEV PlG'D C[lLING Alpine Engineere EarthC ucts, Inc. 3045 **lMPORTM'lT** FU~N'>II A COPY [JF THI> V"IGN TO THE ,NSrALLATlOH CONT~ACIG~ AlPI~l [NGIN[BEU P~QOUCTS. IN(. >HALL NOT RE ~HPOH5IBL[ rop ~~Y D~V'ArWN ~ROH THIS Dl>IG~, A~Y FAllUPE Tu BU111l THl T~US> I~ (UNfOR~'HC[ WIrH TPI, O~ FAA~ICAll~G, IIANDlING. SHIPPING. I~ST~Ll'NG A eRAC'~G or TRUS'il,. GEsIG~ LOHfG~H'> ~ITH ~PI'LJCABl[ PRO-I]~IONS or HD\ (NAT10~Al [lESIG~ SPEC. BY AF~P^I ~NO TP, ALfl~[ CGN~[[TOR n.'tS AH HAGF of 20Ij~ll(;G~ (W.HIS"IK) AS,M A65l GRAOf ~O/'-'O (w. ~/1I,5S) GA,y_ SIEEl. APPlY PIAH~ TO lACII ,ACE uF T"U>~ ANV. "~IF" OIHlRlllSE lOCATFD ON THIS Ul~'GN. POSIT'[)N I'lR DRAWINGS lr,GA-l. AN> ,NSPFCTlPN Gf n_T[S FOllUWEO BY (i) ~IJAIL Rf PH A~NU A3 or TPlj-IUG2 SlC_l ^ S'AL ON TH15 oe~"'NG 1~"I[A'"5 ACCEPHN[F Of- p"Or[,~'ONA! EN[;'Nf[Pj~G Rl5I'O~51BIlJTY SOLHY FDP THE T HPDNF~T '!ES1GN 5110K~ THl 5UITAAIl ITY A~D I!~t Qf TII15 COMP(JNfNT F(l~ ^~Y BU'LDING IS THE U~PON or THE ~U'lOIN(> D,'IHHH flP A~SI/TPl 1 SH. 2 THIS [lWGPREPARED FROM COMPUTER INPUT rLOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II. EXP C, wind TC DL=4.2 psf, wind BC DL 4.2 psf. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 24' DC. all BC @ 24" DC. Deflection meets Lj360 live and Lj240 total load. 6X8'= 4X6'= -, 6 ~//////////// ~~ (Dl) '= 4X6'= 2X3111 T3 1'1 3 X 4'= lIs _ I 2 -7. 0 NY (- /11 -lEI, Scale ~.25"/Ft. TC LL 32.0 PSF REF R7769. 57827 TC OL 10.0 PSF DATE 12/22/06 BC DL 10.0 PSF DRW MOUSR7769 063560?4 BC LL 0.0 PSF MO-ENG CAT(SLS TOT. LD. 52.0 PSF SEON- 38081 DUR.FAC. l.15 SPACING 24.0" JREF. 7769Z02 ( A3150-*Fill in later *A3150 *A3150 lop chord 1x4 SPF 11/11 Bot chord 1x4 SPF #1/#1 Webs 1x4 SPF 11/11 115 mph wind, 15.00 ft mean hgt, ASCE 798, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL~4,1 psf. H Cl ) In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 14" DC, all BC @ 14" DC. Bottom chord checked for additional 20-psf live load in areas with 42" high x 24" wide clearance. 4X5== --L 61/4" ~ 61 3X4 (Bl) == 2X3111 ~2'3"~ 4' 1- 3/4" _1- 1< 8' 2-3/4" Over 2 Supports R-408 U-460 W5.5" PLT TYP. 20 Gauge HS,WAVE Design Crit: TPI-2002(STD)jJBC Cq RT-1.00(1.25)/lO(0) 4' I" THIS OWG PREPARED FRD~ COMPUTER INPUT (LOADS & DIMENS10NS) SUBMITTED BY TRUSS MFR, SPECIAL LOADS ------ (LUMBER DUR.FAC.-I.15 I PLAIE DUR.FAC. IC From 86 PLF at 0.00 to 86 PLF at 8C From 10 PLF at 0.00 to 20 PLF at PL8- 259 L8 Cone. Load at (4.21,11.54) PLB -107 LB Cone. Load at (6.21,11.54) l.15 ) 8.23 8.23 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets Lj360 live and Lj240 total load. 3X3== 2' 7 1/8" 2X3111 _I ,1 R-IOI U 138 '.'flARNING" TRUS~E~ REGUI~f UTRHll (A~l IN FAB~][ATION. HA~Ull~G. SHIPPI~G. IN,TALlING ANV BRAC1~G REfER TO ReST (BlIllillNG (OHPONENT SAFUY INFO~HATI"n). PUBLISHeD BY HI (TRUSS ~IAH I~STIrUH. ?lH ~onH IH ~UHI, SUTTE 312, AlfHNIWIA. VA. nl141 ANU WTCA (WOGrJ TRU,S COUNCil Of Atl[RTCA. ~lOO f~TE~PPI5E LANE. MAOTSon. ~I ~>31l91 FuR SAHTY PRACTICFS P~IOR TO PH'O~MING THESE ,UNCTI()~' UNHS5 OTH(~~TS[ TNIJlCATfD loP lHOW ,IIALl HAVE PRUPFRI V AHAlHlU S'~UCTURAl PA~(lS ANI! 9[)TT(lM (HG~U ;HALl HAVF A PRWfHlV ^'TACH[D ~[GID ([II TNG ** IMPOR 1 ANT** IURMI'>11 A COPY OF THIS OESI~~ 10 rHl I~STAllATION CONTrACTOR ALPINE E~GIN,f~flJ P"GDUCTS. INC. SHALL NuT RF PESPONSIBl[ fUP ANY DeVIATION HuM THIS OESIG~. Anv rAIlURE TG W1l0 !H[ H'USS IN CON,DRH~NCE WITH TPI: O~ fABRICATING. HA~DI1~t,. SHjHING. I~SIAlLl~G & B~ACI~G DF HlJ~SfS DE,IGN CUNfO~M~ .IlK APPLIC^BLE P~Uvl,ION' GF NOs INATIO~M DlSIGN 'PH. ~Y AFSPAI ANn TPl ALPI~[ C(JNNFnOR PLAllS ARE HAD[ UF 20/l~/I"GA (W.~ISSln AS1M MIl G~ADE 4UIOO (~. K/K,S~I GAl.V. STHL. AP~lV Pl~HS TG EACH FACE OF HU,s ^~D. UNLE,S DTII[RWISE ltiCATF~ ON THIS DlSIG~, PO,ITION PER DRAWINGS lGDA-i A~Y TNS~P'TION Of Pl'TlS fOLLOWeD By (i) SHAlL Bf ~[P AN~,X Al 0, Hll ,OOl SEC.3. ,SFAI "~lHIS OI",HN[; 1~1)IC^r[S A[CEn,NeE UF PRDFF"!ONA' f~"INfHING ~lSI'ON5IBllIH SOLelY FDR T~E TP' '\MPONlNr DESIGN SIIO.N THE' WI1ABllITY A~D US[ or 'H15 (OHPO~,~T fn~ AN' BIJIlDI~r, IS rHl ~[SPON OF THf ~u Iln!NG U,S1uNFR ~f" ANS I /TP I 1 Sl C. 2 Alpine Engineere EarthC llcts, Inc. 3045 NY/-/I/-/E/- TC LL 32.0 PSF TC DL 10.0 PSF 8COL 10.0PSF BC LL 0.0 PSF TOT.LO. 52.0 PSF DUR.FAC. 1.15 SPACING 24.0" Scale ~,5"/Ft. REF R7769- 57828 DATE 12/22/06 DRW MOUSR7769 06356025 MO-ENG SEON- JREF- CAT/SLS 34646 7769Z02 (A3150 ~F11l in later *A3150 *A3150 Top chord 1x4 SPF #1/#1 Bot chord 1x4 SPF 11/#1 Webs 1x4 SPF #1/#1 02) Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 14" DC. all BC @ 14" DC. Deflection meets L/360 live and L/240 total load. PLT TYP. Wave Alpine Enginee EarthC , ucts,Inc. 63045 61 2X3111 .-L 6-1/4" ~ 3X4(B1)= 2X3111 l.e.--2' 4 - 1 I 4 " -----.,.I 6' 1- 3/4" Ie 0' 2-3/4" Over 2 Supports R=702 U=180 W=]" Design Crit: TPI-2002(STD) /IBC Cq RT=1.00(1.25)/l0(D) THIS DWGPREPARED FROM COMPUTER INPUT (LOADS & D1MENSIONS) SUBMITTED BY TPUSS MFR. 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge. CAT II. EXP C. wind TC DL=4.2 psf. wind BC OL=4.1 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with 42~-high x 24~ wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 4X4= 2X4111 2X3111 3X3111 "WAkNING.'.' IKU><,l, ~[OUIRE FnHME (A~l IN I-AB~jCAIION. HA~DLlNG. 5HIPPIHG, l~qAlLl~G A~U B~ACT~G Rlf(O 10 SCSI (BUI!!Jl~(; CO"PO~l~1 SArETY I~F()RHATlU~I. PUBLISH[D By HI (TRUSS I'LAn I~STlTIJH. 218 NOOTllLEE SHHT. 5UITE 312, AlElANU~IA. IA. 22JI4) A~U ~TCA ("OO(J I~USS COU~CIl Of A~HICA, !dOO ENTERP~T,E lA~l. "ADISO~. WI 'dI19) >00 ,AfETY PRACTIC" PRTO~ 10 nPFOR~I~G THESE FII~nlU~S UNIFS, OTH["~ISl I~UICAHO ToP CHn~D ~HALL HAlE PROPE~IY ATTACHoU 5TPUCTURAl PANELS AHfl B~1T~tt CHORD 'HAIl ~An A PROP[RlY ATTACHeD PIGIO CEILIMG *~IMPORTANT*" FURNI,H A CoPY OF TillS UES1GN To TW, 1~,TAllATlO~ CO~T~ACTO~ AlPINE [NGI~EF~FIJ PRODUCTS, IHc. SHALL ~Ol BE ~[,PONS1BlF FOP ANY DHIHlON rRO~ Till, OESJGM. A~Y fAllUPE fu BUJlO lHl I~U~S IN (OHF()R~A~Ct WllH lPI; OR FAB~I(Al1"~. HA~DlI~G. SIII~rING. INSTAIIINr. & B'ACI~G or TRUSSfS DfSl,;N r.O~FG~~S HITlI AP~LI(ABlf p"Q'Il~IO~S OF ~DS (NATID~Al. DHIr;~ 'PU. BY A'&PAI AND HI AlPI~l (O~~UTOR PlATES ARF ~AO[ of lO/l"/1GGA (H.lIiS'/K; ASTM A"'d GRADl 40/60 (W, K/II,SS) GAlv. SffEl A~I'LY PLATE, Tn FUH FAU Of TOU'5 A~D UNlf" nTHFRHISl lOC^H~ O~ THIS DESIG~. pnSITI[)~ PH V~A"l~GS 160A.I AMy lNWlCTIQ~ [If PLAHS FOllO~fl; ay (i) S~AlL aE ~ER AN~U AJ of TP11-lU02 SHoo A S[Al ON THIS IWAWIN~ jND1C~TES ACCFPTANrf IlF P~OflSSIO~AllNGINEERING RE'PO~'IBIllTY ,OLHY 'OR THE 1 ~~PONfNI D[SIGM SH"W~ lHl 5UITABILlTY A~U liS, [)f THIS I;n~p~~lNl FOR ANY BUIlDI~G IS THF RfSPQ~ OF lH, BUILD I NG I;fs )r,NER "Ecr A~SI fTPI I SFe _ l 3' 7 1/8" NY/-/l/- E/-I- Scale -.625"/Ft, TC LL 32.0 PSF REF R7769- 57829 TC OL 10.0 PSF DATE 12/22106 BC OL 10.0 PSF DRW MOUSR77fi9 063560?6 BC LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEQN- 38092 DUR.FAC. 1.15 SPACING 24.0" JREF 7769ZD2 (A3150 *Fill in later *A31S0 *A31S0 Top chord 2x4 SPF #1/#1 Bot chord 1x4 SPF #1/#1 Webs 1x4 SPF #1/#1 C3) Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC @ 24" DC. Deflection meets Lj360 live and Lj240 total load. PLT TYP. Wave Alpine Enginee EarthC ucts,Inc. 63045 61 -L 6 1/4" ~ 3X4 (B1) = 2X3111 l.e.--2' 3"~ 1< O' 2-3/4" Over 2 Supports R~701 U~180 W S.S" THIS DWG PREPARED FROM COMPUTER INPUT (lOADS & OIMENS10NS) SUBMITTED BY TRUSS MFR. 115 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II. EXP C. wind TC DL=4.2 psf. wind Be OL 4.1 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24" wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 2X4111 4' 7 S/8" 3X3= R347 U~114 ~I Design Crit: TPI-2002(STD)j1BC Cq RT~1. 00 (1. 25) 10 (0) "WARNING" nu,s[~ HuulRF PHlMt CAH IN FABRICATIO~. HANI'lING. SHlrPI~G. 1~,TAlLJN(, MU B~ACI~G R[frR TO RC~I (8!1ll01~G UMrD~lNl ,Arnv I~FMHATI(lN). PUBLISHeD BY HI (TRU~, PLATE I~SIITUT[. llR ~onH LH <;TR,U, SUIT, 312. AlFXANIlRIA. ~A. UJ14j ANU WHA (~oorJ HUS> COUNCIL OF AMHICA. 6lDO EHT,RPPISE lA~[. HADI,O~. WI \>1191 'OR SAFETY PRAcnns PRluR TO PF~>ORMI~G THES[ rUNCTW~' UNLES, OTHERWISE l~DICATEV lOP CHGRV SIIAll HAVE PROPERLY AI1ACHlU ,TPUCTURAL PA~[l S ANI' ~UTTOH CHORU SHAll. HAH A PROPERLY ATTACHrfJ PIGIO CEllI~G. w*IMPORTA~T** FIJRHISH A CQP' Of THI, U,~IG~ TO THF USTAIIATI"~ COHr~ACIO~. AlPI~F cN"INEEREU PRnouCTS, lH. SHAll ~Gl ~[ H,PG~SIBl, FoP MY DUIAIION F~OH fHIS UESfGN, A~V FAllUP~ 10 BUilD THE HUSS l~ CU~'O~HA~CE WITH HI; (OR FABRICA'I~G. HANDLING. >H1PPI~G. IN,TALlING ~ BRACj~G OF IRUSSE5. O,SIGH CONfQR~' WITH ,PPl!(ABLE PRO'11510~S or NOS (~ATlONAl OrSIGW 'PrC. BY AF~I'~) A~D TPl. AlPI~F C(lN~E(TO~ I'lAl~5 AH HAU, ur ,O/j~jl"GA (W.HjSSjKJ AS1H A6~d (,~AUl 40j60 (W. ~/H,\'I GAlv. STEEL AP~LY PUH, ro [ACH rAcF "f T~USS A~O. U~LE>S GTIlERWIS, lOCAT,D ON THIS O"IG~. pO'lrl~~ PEo~ URA~IH6~ 1JiOA Z A~' l~SI'l(IIQ~ O' PLAH5 fULlOWFD BY (i) ,HALL ~E PH A~NU AJ Of IP11,ZOD2 lEoC.3 A '>cAI. n~ TH]~ DP^WI~C I~DI[AIE, ACC[PIA~tF OF PPIl~[~~IO~Al EoNG]~H"I~C HSPON,I~lLIJV SOlelY rOR THr TR' -'1HI'ONlNT Df S 1(," <;H(\W~ THe SUlfAB IlITV AND 1J5F uF TH I S [(JHPuHFNT FoR A~Y Bll Il D I ~G j> IH, R[SPON (JF IHl ~UJLUI~G UtSI{;~E~ PEP ANSI/TPI I SH. I NY/-/1/-/E -I TC LL 32.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 52.0 PSF DUR.FAC. 1.15 SPACING 24.0" Scale ~.5"/Ft. REF R7769- 57830 DATE 12/22/06 DRW MOUSR7769 06356027 MO-ENG SEQN- CAT/SLS 38097 JREF- 7769Z02 H C5) THIS DWGPREPARED FROM COMPUTER INPUT (LOADS & D!MENSJON5) Sl!BMJTTEO BY TRUSS MFR. (A3150 *Fill in later *A3l50 *A3150 Top chord Zx4 SPF #1/11 Bot chord Zx4 SPF #1/#2 Webs 1x4 SPF #1/#1 111 mph wind, 11.00 ft mean hgt, AleE )-98, CLOSED bldg, Located anywhere in roof. CAT II. EXP C, wind Te DL=4.2 psf. wind Be DL-A.2 psf. Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purl ins to brace Be @ 24" DC. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. PLT TYP. Wave Alpine Engineere cts, Inc. EarthC 3045 Right end vertical not exposed to wind pressure. Deflection meets Lj360 live and Lj240 total load. 2X4111 ZX3111 61 l' ) 1/8" ---'-- 6 1/4" --,- 3X4 (Bl) == ZX3111 2X3111 Roo 100 U~180 I:::: 2' 3" ::=1 ~' 1-3/4" Over Z Supports-----l R~614 U-180 W~I,I' Design Crit: TPI-Z002(STO)j1BC C IRT~1.00(1.25) /lOCO) '.'WARNING" I"U>~lo R[GUIRE DH[~f (Mf J~ fAB"ICA!JO~. IIAHOLI~G. \HIPPI~G. l~>TALLI~G ANI) a'ACING. HftR Hi HSI (BU[LOI~r, C"HPQ~[~l SAfElY I~rO~HATIO~). Pllel!$HEO BY TPI (TRUSS PLAlF l~~Tl1UTE, 21A ~ORTH IH H~HT. SUITl JlZ. ALEX.~~~IA. VA. 223141 AWU .HA (WOOl) TRII~S COUNCil OF AIlERICI\. [,jOO EN'lRP~IS[ LAME. MAorso~. W! SJ/191 FuR SHny PRACTJCfS P"TG~ TO PE"F~RHI~G THES[ ,UNCT!n~S U~L[S5 OTllERfllSF INIlICATFO TOP CHORD SllAlL HAVF HllPERLY AlTACHlU OT"UCTURAL P~NFjS ANlJ 90TTl1M CHOW ,HALL HAlE ;..PRQPl"l'ATTACH[ORIGluC,JI!N,., "~IMPOR r Ai'lT"** fURNISH A COPY of IHI5 UESIGN TO THf INHAI LATION (ON1~ACla~. ALPINE FNGI~EOtU PRODUCTS, INC. ,HAll NoT Be n~PO"SlelE FuP AN< OtV IA] ION fROM IHIS DESIGN; A~Y rAllURf Iv HUILD WE I"US, j N CONrGRIl,NCF WITH 1" I , OR r ABR leAl I NO" HANOLJ No. SHI rp I NG. INS TALlI NG & BRAt I ~G of IRU>>l> O[SIG~ r.O~FnRM> ~jlH APPLICAglr PR""I,ION, Of NU, (~ATIGNAL D[,IGN 'PFIC, BY AF~PA) ANO IPI. AlPj~f (ONNtC10~ l'lA][S ARE MADf ,)F lOI1~/J6GA (W,II/SS/K) ASTM Af,~d r,RAUE 40160 IH. r/~,SS) GALV, SHEL APPlY PLAT['> TO [At~ FACl Of TRU'>'> A~D. 1J~lf" ()1~HWI,l LOCAlEO GN TillS UE'>IGN. POSITluN PFR DRAH)NG~ 160A-l ANY l~$~E([IQN or PlATES FOIl(IW[I; 8Y (I) SHALL BE P[P AN~[j A3 DF Hlj-Z002 SEe.3 A SHL ON IHI~ r,~AWI~o UDICA1E5 ACCEPTANCE DI' PRa'tS5IONn ENGINrfRINn H'P(lNs]~lllIY SOUl' FOR THE 10' OMPGNF~T D[SIG~ SHGWN THE SUITABILlrY ANI) "~f 0> I~IS CQMPONENT f'GR ANY ~uIIUING IS fHF RFSPD~ OF TIlf BUILDI~o; GFSlr'NlR H" ANSI/TPI I SF". l. NY/-/II TC LL TC OL BC OL BC LL TOT.LO. OUR.FAC. SPACING - IE/- 32.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 52.0 PSF 1.15 24.0" Scale ~.625. Ft. REF R7769- 57831 DATE 12/22/06 DRW MOIJSR7769 0635601'8 MO-ENG SEQN- CAT/SLS 38113 JREF 7769202 (A3150-*Fill in later *A31S0 *A3150 Top chord 2,4 SPF #1/#2 Bot chord 2,4 SPF #1/#2 Webs 2,4 SPF #1/#2 H (6) Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purl ins to brace BC @ 24" DC. Bottom chord checked for additional 20 psf live load in areas with 42" high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. PL T TYP. Wave Alpine Engineererl EarthC" ucts, Inc. 3045 '.24 r-- ~ 6.1/4" ~ 3X4 (Bl) '" lEE 3' 1.7/16 " S' 8-7/8" 1< 3X5~ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D1MENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind. 15.00 It mean hgt. ASCE 7.98. CLOSED bldg. Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL-4.2 psI. Right end vertical not exposed to wind pressure. Deflection meets Lj360 live and Lj240 total load. 2X3111 2X3111 :::1 Over 2 Supports R~847 U~249 W~7.778' 2' 6. 116" R. 280 U~180 ~I Design Crit: TPI-2002(STO)jIBC Cq RT~1.00(1.25) /10(0) "~ARNING" TRUS,E, Rf()IJI~E OTRoMl (A~E IN FAa~ICAIION. IIANUllNG \HIPPING. INSTALLING A"U B"ACUG. REFER TO BCSl (UUIIIJlNG (UHrOHEHT SAFETY lI'FORHATION). PIJAtl$HFO BY TPI (TRUSS PlATF IN$llrUTE. 21H NORTH IF( H~H(. SUITE 31l. AIFXANllRIA. iA. 21JH) AnU fiHA IWOOD TRUS~ tGII~(ll OF AHER!(A. 6.\90 ENTERPRISE LAHE. HADISON. WI ,3119; FO" SArETV p~MrlCfS P"IOR TO PEPFORHI"O IHlSl fU"CTIONS IIllLlSS O!HfRMI~[ lNOICATFO HP CHOKU SHALL HAiE PRQPE~LY AIlACfIEO ST~!JCTlJRAl P'"olS A~O BGTTOH CHURD 5HMl liAH APRGP,RlYAllACHlOPIGWC[]LINO **IMPOR1ANT** FURNISH A (OP~ OF THIS I)F~IG" TO THf 1~~TAlLATI(lN CONI~AC10~ ALPIN, I:~G!N[[REO PRUOUcTS. IHe. SHAll NOT U PFSPONS!Blf fOR ANI OEVIATION FROM IHIS OESIG~, ANY Hillin 10 8UIlO THE TPUS~ I" (O~!-ORH'N(E WITH TP I, DR fABR 1 (AT I NG. HA~UI I "c.. SH IPP I NG. I N5 TALlI NG & BRAt I"" 0, I"US5[S. DES (GM CONFGRHS .ITH APPI (CABll PROV lSI ONS OF Nns (~AllGNAl DtslGN SPEC, BY .,3P,) ANO IP 1. ALP INF CONNECTOR PI'TFS A"l MAOE Of 20lj~/lr;GA (W.HI'iS/~) ASTM Ar;5J GRAD( 40/60 IW. "tH"S) GALV, STEEL. A~~l~ PlAH~ III tACH FHl DF TRU" "NO. IJNrf5~ OIHlRWI,[ LOCATEO ON THI~ 1lE5I~N, PO,Il10N PfR DR"WINO;~ l&O"'l AN' INSPECTION OF PLAn, FDU,lWlO BY Ii) SHALL BE ~,P ANHF' "J Of IPI!-100Z SE(.3. A Sf.AI. ON TillS DPA~ING INOI(ATES ACUPTANf[ 0, P"OflSSIONAL En&INfHIN(; RfWnNSlallITY SOLHY FOP THf TR' ~~rONfNT DES1"N ';HU~N HIE SUITARlllTY AND IJ~E 0, IHIS (OKPO~ENT rOR ANY BIJIIDTNr. I, THE RlSPO~ 0, lIlE BUIlDI"" GlSIGHER PEP "NS1.ITPI 1 SfC 1 NY Ill-IE 1-1- TC LL 32.0 PSF TCOL 10.OPSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LO. 52.0 PSF OUR.FAC. 1.15 SPACING 24.0" Scale ~.625"/Ft. REF R7769- 57832 DATE 12/22/06 DRW MOUSR7769 06356029 MO-ENG CAT/SLS SEON - 38118 JREF ~ 7769Z02 H 02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8. DIMENSIONS) SUI!MITTED BY TRUSS MFR. (A3150-*Fill in later *A3150 *A3150 Top chord 2x4 SPF #1/#2 Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 115 mph wind. 17.80 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind Te OL=4.2 psf, wind BC OL~4. 2 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42~-hjgh x 24"-wide clearance. Truss designed for unbalanced snow load uSing 0.30 windward factor and 1.50 leeward factor. ~ 6-1/4" T 4X4$ LF 3"".1 1- In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" DC, all BC @ 24" DC. Deflection meets Lj360 live and Lj240 total load. See DWG VALTRUSSI106 for valley details. 3X4= 3X4= 61 4X4~ 7' 5 -1/2" ld' 3'".1 _I _1_1' 7" 7' 5 -1/2" 1< R~122 PLF U~55 PLF W~14' 0" 16' 6~ Over Continuous Support ,1 Note : All P1 ates Are 2X3 Except As Shown, Design Crit: TPI-2002(STDI/lBC PLT TYP. Wave C RT-l.00(I,251/10(0) Alpine Enginee "">the ucts, Inc. 3045 "WARNING" 1~Ll~~~5 "tOUIU DHFtlf' (AH IN FAB?ICATlDN. HA~OLI~r,. ,HIPP]~G, IM,IA'LING MV B~ACING ~tHR TU BC51 (BUILDING CQItPnNE~l SAFEH J~,uPHATIUN). PUBlISHeD BY TPI (TRUS, PLAH JHSTITUH. ~lH NG~HI L[[ SHEET. ~lJlTf :J12. AlDANURJA. VA. U3l41 A~U WHA (WOGD TRU~S lOUNCIl Of AHHICA. 6:lOQ f"T,~PPISE lAN[. MADISON. WI '_')191 FO~ SAfETY PRACTIC[$ PRluR Tn PH'O~tlIIIG THESE FlmnIO~S. UHU5S DTHl~W]SE INOICATEU TOP CH(l~1J ~HALL IlAV[ PkGPFR,V AHACHtU sr"U(llI~AL PANH, ANn ~()TTOM CHOW '>HALl HAVE A PPQPERIY ATTACHE 0 RIGID CEILING. ~*IMPORTANT** FII~NI~H A COPY or TillS UESIGN To THF TN,lALl>1I0N CONnACTo~ ALPI~E f~G1NEFRFIJ P~ODVcr,. INL 'HALL NOT BE R[,PON,l~I.F Fr'" ANY OEVIATION HOH TillS OESIGN. A~Y FAILU~E Tu RUlli' lHte TPoS, I~ CGN,Q"M~(!, WITH TPI: (JR fAB.ICATI~G, IIANDLlNG. ,HIPPI~G. I~STALI_ING & BRACI~G of TRLJ<;SteS. Ol,]GN CONrORHS WIlH APPU(,ABU PPO~I,lQN, 0, NO, INATlO~AL DE,]c;N ,PH. BY A>&P^I A~O HI ALPINE CO~NH10R PLAns ARt HAOte 01 20llMjloGA tN.H/SS{") A';TH A6\.l G"AOl 40{';0 (W, "/H.-'>>) ~AlV. STEEL. APPlY PlArte~ TO [ACH rACE OF TRII~' ANO, UNlE,~ O'H[RW)~[ lOCATEO ON THI, UF~If;N. PO,IIJON PLR ORAWIN", lOOA-l. ANY INSPHllQN OF l'lAIES FOllO.ED B' (i) ,HAll RF PEP AN~D AJ Of 11'11-2001 SfC.3 ^ ~tAl PN THIS r,PA"IN~ INOICAI[, ACCEPTANCE OF P~OFfS>IONAL tNO]NEERING ~E>"GNSIBlllTl SOlrl Y FOP TilE' "'HPONFNl DE SIGN SHO.N 'HL <;U 11 A81l1 Tl AND USE OF THIS (L'HPU~E~T FOR ^~y ~IJ IlOING ] 5 TilE RESPu. OF THF ~III[PT~" DlSIGNlR PH ANSlfTPI I src. ? ~ 6-1/4 " T I 6' 1" NY/-/l/ -/E/-/- Scale -,375"/Ft. TC LL 32.0 PSF REF R7769- 57833 TC DL 10.0 PSF DATE 12/22/06 BC DL 10.0 PSF DRW MOUSR77fi9 06356030 Be LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 38123 REV OUR.FAC. 1. 15 SPACING 24.0" JREF- 7769Z02 ( A31S0-*Fill in later *A3150 *A31S0 Top chord 1x4 SPF #1/#2 Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF 11/#2 H D3 ) Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20 psf live load in areas with 42ft high x 24" wide clearance. See DWG VALTRUSSI106 for valley details. -L 6~1/4" T 4X4~ 4X4= 6, ,6 THIS DWG PREPARED FROf1 COf1PUTER INPUT (LOAOS & DIf1ENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 18.00 ft mean hgt, ASCE 7 98, ClOSED bldg, not located within 4.50 ft from roof edge, CAT II, EX? C, wind TC DL=4.2 psf, wind BC DL~4.2 psf. In lieu of rigid ceiling use purl ins to brace Be @ 24ft oe. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 4X4~ --L. 6 1/4" T l.!' 3 "oJ 1 3X3= 8' 3" I~ R~122 PLF U~55 PLF W=14' 0" 16' 6~ Over Continuous Support PL T TYP, WAVE Note: All Plates Are 2X3 Except As Shown. Design Crit: TPI~2002(STo)/IBC Cq/RT~1. 00 (1. 25) /10 (0) Alpine Engineere EarthC rlucl;Inc. 63u45 '.'WARNING" T~uS,FS ~lOUJKl En~,HE (A~l IH FABnCATI[JN. HANOLlNG. SK!PI'ING, I~SI.lLI~C AND ~kA(j~G ~HER TlI HST (8UILOI~G COHPONfNT ~AFUY I~,OP~ATI"~). PUBlIS~FP 8< IPI (nus,> PlME T~STnlJfl. 218 ~onll LH ST~HT, 5UIH J12. ALEe~ANU~TA, "A. 22314) A~I! W1P, (WOGO TRUS, lOUNlIl Of AHHICA, 'do(J ENHRPRISE lANE. MAnl~O~. HI ~Jl19i fU~ ~AfEen PRACTIUS "~jllR TO PHFORMING IHE5[ FUNCfIGNS. IJfJl.tSS OTHHHISEe I~UICAHU lOP OIO~P SHA'l "AH P~OPE~LY ATTACHEU ST~UCTlmAI PANHS ANO BnTToH lHOW ,IIALL ~AVE A PROPERI' ATTACII[OPTt;lfl nlllNG. **lMPORTANT** rU~NI,H A COpy or THI~ UESIG~ TO THE I~STAllArro~ CONTPACTOR AlPIN[ EHGINEeHEU PPDouns. INC. SNAil NOT Bl PESPOHSI~1f r"p .NY OfVIATlnN HO~ THJ, OfSlLiN; ANt fAILUrE" TO BUILO TII, TPUSS l~ (ONfO~HA~CF HIT~ IPI; OR fA6RICA1IHG. HA~DLI~C.. SllIrPING. IW,TAllj~~ ~ BRACING Of lRlI5SES. DE~[GN CONfUR~~ ~11H APPIICARIE PROVISION, Of N(JS (NA[IO~AL Of_'J<;~ 'PEe, BY Af&PA) ANI' TPl A'PINE CGNNHTnR [,lA][S ARE HAOf O' W!I~{J6GA (W,HI'>S/"l ASTH A';\.l CRADe 40/60 (W. K/H.SS) C.ALV. STEEl ~epLY PIATlS TO ,AtH fACE Of TRUS, ANn. U~Le>S OlH[RWIS, I.UlAIEO ON TlUs ~E~TnH. PO~lTION PER ORAWI~G~ 160A-l ANY I~SPHI10N or PLAn, f(lLlO~tO BV (i) ,HAll BE PEeP ANNU AJ of IPll-WDl 5[(_3 A ~EeAL ON 1"15 O~AWI~(; INOICAn, Mr"HANU or PPDrrSSIO~AL ENGINEERING U~PU~~IBILITY SOHI' ~QR THf H .OIlPONEe~T DEe SIGN SH[)"~ TlI[ ,U I TAB (l11 t ANO U5[ or TH I S [nHPONENT FOR ANY RtI! tOJ ~G 15 TilE RfSP"~ OF T~l ~UllDING DE5IGnR P[P AN'ltlPI 1 5l[. 2 3X3= 8' 3" l.!' 3'~ _I E/-/- 32,0 PSF 10,0 PSF 10.0 PSF 0,0 PSF 52.0 PSF 1.15 24.0" 5' 5 3/4" Scale ~.375"/Ft, REF R7769- 57834 DATE 12/22/06 DRW MOUSR7769 06356031 MO-ENG SEQN- CAT/SLS 34459 REV JREF- 7769Z02 ( A3150-*Fill in later *A3150 *A3150 Top chord Ix4 SPF #1/#1 Bot chord Ix4 SPF #1/#1 Webs Ix4 SPF #1/#1 H 04 ) THIS D>lG PREPARED FROM COMPUTER INPUT (LOACS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 18.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C. wind TC DL=4.2 psf. wind BC DL~4.1 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20 psf live load in areas with 42" high x 24"-wide clearance. See DWG VALTRUSSI106 for valley details. In lieu of rigid ceiling use purl ins to brace Be @ 24" OC. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 4X4'" 2X4 (AI) '" , 1,. I 6, 16 2X4(AI)'" 2X3111 2X3111 2X3111 5X5'" 2X3111 l.J' 3 ':oJ 1- PL T TYP. WAVE Design Crit: TPI-2002(STO)j1BC Cq/RT-I.00(1.25) 10(0) 7.27. l.J' 3':oJ _I 8' 3" _I 8' 3" I" R=126 PLF U-54 PLF W-14' 0" 16' 6" Over Continuous Support ~I . 'WARN1NG" nU>~F~ HGUIRE UTHME CA~f IN t-AB~I(ATION. HANIJI I~r,. ~HIPPI~G. IN,TAlI I~r, ANU B~A(l~G RFFfR To ~(Sl (BUILDING COHPONENT SAFUY I~FO~HUIONI. PUHISHlD BY IPI (T~USS ~lAIl IN,TlTUTE. n8 NOklH LEE STREET. WIH 311. ALUANUPIA. VA. ;lj]41 ANU .TeA (WOOD TRll<'~ (OU~(IL OF AHERl(A. 6JOO ENTERPPI~E IANf. HADlSON. NI ~1I19) fOR 5Afloty PRACTIC[~ P~lllR Tn PUfORHING TII[" FUNrJ[(iN5 UtILE~S ~THERWl\[ lNUICAfEU TOP (1I0~U ~HAll HAIEc PROPERLY ATTAtHH H~UC1URAl PAN[L'i ANI! ROTlOH (HO"I! SUAtl UAIE A PROpeRLY ATTACH, 0 RIGID rUUNG. NY/-/I /E/-/- Scale -.375"/Ft. TC LL 32.0 PSF REF R 7769- 57835 TC OL 10.0 PSF DATE 12/22/06 BC OL 10.0 PSF DRW MOUSR7769 0635603? BC LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 34471 OUR.FAC. 1.15 SPACING 24.0" JREF- 7769202 Alpine Engineer EarthC .tucIS, Inc. 3045 *TIMPORTANT** fllR~ISH A COPY OF TIllS Uf\!r,~ TO THE IN5TALLATION CONTRA(TO" ALPIN( [NGJNH~fD ~Ronllcrs. lNc. SHALL NOT BE R[SPONS1RL.E fOIl ANY DEVIATION fROH THIS OfqG~, 'Ni F'JlUH To RU[lD THE TRu,S IN CONf r"HANCl WIIH TP I; oR FABR IC.\] ING. IIANDLI ~G. SHIPP INr,. lNS I Al LING & HRACl NG lIf TRUSSl5 DeSIGN CONrORH, ~ITH APPt!CA6L[ [>RDVI~IO~~ OF ND, (NATIONAL Of>IG~ ,~H. BY Af&PAI A~r, f1'! ALPINE ClI~NHT(]R PlAT[S ARl HAOl QF ZO/l"/l6GA (N.H/~S/n ASIM A653 GRAD[ 411/(;0 (W. </H.S>) GAll. STEEL. AP~IY ~urE~ TO ULH fAC[ Of T~U~' A~D. UNU~' O'HlRWI~[ lDCAHD G~ THIS ['[,IG~. PO'iITIO~ PER I!~ANI~[;' l&OA-L. AN' IN,PHTlUN of Pl~Tt5 fOLLOWlO BY (i) ~IlALl BE PH A~Nf' Aj Of lPII-l002 <;[(,j A ~FAI. Q~ TIII~ D~'WING 1~[)llATF' MCEPTANn Of PPOf[5~IONAl ENGJNHP[~[; ~FWON5IBILln SOLEl\ fll~ THf TP ')HI'O~E~T DCSIGN SHO.~. THE SU I TAB lllTY A~D USl Qf T HIS COMPGN(NT FOR ANy ~U II [)l NG 15 TlI[ R"PO~ ()f 1 Hl BUnOING D[~I(;ME~ PH ~~SllTPI I 5H. 1 (A31S0-*Fill in laler *A31S0 *A31S0 Top chord 2x4 SPF #1(#2 Bot chord 2x4 SPF #1(#2 Webs 2x4 SPF #1(#2 OS) THIS OIHi PREPARED fROM COMPUTER INPUT (LOADS & [)]MENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind. 18.47 ft mean hgt. ASCE 7-98. CLOSED bldg, not located within 4.50 ft from roof edge. CAT II. EXP C. wind TC DL=4.2 psf. wind BC OL~4.2 psf. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42" high x 24"-wide clearance. See OWG VALTRUSSI106 for valley details. In lieu of rigid ceiling use purl ins to brace Be @ 24" OC. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 4X4== 61 16 2X3111 3' 5 3(4" 2X4 (01) == 2X4(01)== 2X3111 2X3111 2X3111 1- 6' 11-1(2" 6' 11-1(2" _I I" R~106 PLF U~42 PLF W~13' 11" 13' 11" Over Continuous Support ~I '.'WARNJNG.'.' H"~,>EoS ~(GUIRr rn~,Ml (A~[ IN rAA~]CATI"~. HANULING. ~HIP"ING, I~STAlLl~G AN" BRACING. RUH 10 HSI (BUllDI~r, CO"PDNlNT 5AHTY l~rG~~AIW~). PUBlI'>Hfll BY IPI (HU~5 PLATf IHSIIIUH. ZlH HonH l[[ ~T~[[T. ,UJll j)2. ALEXA~GPIA. iA. 21J14) A~[' ~HA (~OOO no~, ([JtJ~(ll Of Atl[~ICA. '0300 [~H~P~ISf (A~r. MADISON. WI '>31191 FOR ,AHTY p~ACTlns fRlu~ TO H~,"R~I~G IHESl FU~CTIO~" UHUS5 UTHHwrSE ]~GI(AHG TOP LHO~O SHALL t1AH P~[]H~LY AllACHEU ,T~UCTLJ~AL r~NElS ANG BOTTOH [HORU ,HALL HA~f A P~G.[RU ATTACHED ~IGID ([Il!~G Design Crit: TPI-2002(STO)/IBC Cq/RT~I. 00 (1_ 25) /l0 (0) NY 1-(1/- E/-(- Scale ~.5"/Ft. TC LL 32_0 PSF REF R7769 - 57836 TC OL 10.0 PSF DATE 12/22/06 BC DL 10.0 PSF DRW HOUSR7769 06356043 BC LL 0.0 PSF MO~ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 38140 OUR.FAC. L15 SPACING 24.0" JREF- 7769Z02 PLT TYP. Wave Alpine Engineere EMth C ducts, Inc. 3045 **]MPOR1ANT*~ ,U~~I~H A COPY Of THIS I'FSIG~ 10 THl I~SHLl^Tlo~ CONI~^CTOR. Alrl~[ f~GIN[H[u ~~O(lucrs, INC. SHALL NOT BE P[SPO~SIRU fO" A~V OEVIATION H(]" IHIS DE5IGN: A~' FAllUH I~ eUIU, TWf. HIJ~~ IH (ONrORM^~Cf WIIH HI, "R f^B~](AIING, (~ANDLI~r,. \HIPfING. I~SHlLI~r, & H~ArlNG Of I~U,SES DlSIG~ co~rO~M~ .IIH ArPlltAAlE P~O~ISION, G, ~D' (~ATI()~^L DE,IGN SPfC. AY AF1~A) AND IPI. ^,~I~Eo CGN~ECTU~ ~LA'[~ ARE MAIlF Of lO/1~lt6GA (~.HI5SIKi AS'" A05J GRME 40/';Q (W. KIH.~S) GALV. ,TEfl A1'PlY ~IAI<~ 10 [ACH FHE Of IRU" A~D. 11~I.fSS G'HHWIS[ LOCAffO ON THIS D[sIG~. PO,ITIGN PFR nRA~I~G~ 160A-l ANV I~SP[(Tl"H Of fLAHS ,Olluwfl; av (;) SHALL BE p[~ AN~[' Aj OF [PI! 2001 SfC.J A SlAl O~ THI~ U~AWING JND][ATES A[C[PT~~tf OF P~Of[sSIGNn E~GI~fFRIN~ H,I'ONSIBlllTl SOLEn rGP THf Tw" rDI!PO~FNl Dl51GN ,HO~N. THe SUIIABILIH ANO "Sf Of IHIS COHPD~f~T ~(W A~V BUILOI~G IS THl RESPllN or THl au 1101 N~ D[S Ir;~f~ fEo" ANI I.lTP] 1 sF r.. Z. ( A3150-*Fill in later *A3150 *A3150 Top chord 2x4 SPF #1/#2 Bot chord 2x4 SPF 11/12 Webs 1x4 SPF #1/#2 H 06 ) THIS DWG PREPARED FROM COMPUTER INPUT (LGADS & DIHO~S]ONS) SUBMITTEO BY TRUSS MFR. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20 psf live load in areas with 42"-high x 24"-wide clearance. See DWG VALTRUSS1l06 for valley details. 115 mph wind. 18.97 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP e, wind TC OL=4.2 psf, wind BC OL~4.1 psf. In lieu of rigid ceiling use purlins to brace Be @ 24" DC. Deflection meets Lj360 live and Lj240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 4X5== 61 l' 5 3/4" 2X4 (01) == 2X3111 1- 4' 11-1 12" 4' 11-1 12" _I I" R~106 PLF U~40 PLF W-g' II" 9' 11" Over Continuous Support "I PL T TYP, WAVE Design Crit: TPI-2002(STO)jJBC C IRT-1.00(1.251/10(0) '.'flARNING" T~U,SlS HOUIR[ DHEME CAn I~ HB~lCATIO~, IIA~U' Uf,. ~HIPPI~G. IN,TALLI~G A~1l gHMING. REfER TU SCSI (BUILDING (OHPlJ~f~T SA'ETY ]NrORHATJO~I. P'I~llSHlO BY IPI (TRUS, PIATf 1~5fITUI[, 21H Nonll ~H SUHT. Wllf ,Il. AlUAND~IA, VA. nJJ4; ANU WHA (HOOV nus, (VLJNCI~ r. AM[~I(A. Eduo fNfERPRISl LANio. HADI50~, WI 53/19) flJR SAflTY PRACTICES PRI~R TO PfRfURM]~G fHlSE FU~CTfO~" U"USS OTHE~WI5[ INUICATEU TOP CHORU SHA'l HAH P~OPE~L~ ATTACHED ,HLJn[j~Al PANHS A~D BOTTOM CMPRIJ '>~All HA~E A PROPERlY ATTACHEU RIGlD (lILING. NY/- II - lEI 1- Scale ~,5"/Ft. TC LL 32.0 PSF REF R7769- 57837 TC OL 10,0 PSF DATE 12/22/06 BC OL 10.0 PSF DRW MOUSR77fi9 06356033 BC LL 0,0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEoN- 34481 DUR.FAC. 1.15 SPACING 24.0" JREF- 7769Z02 Alpine Engin EarthC" "--IMPORTANT"'- FIJ~~I~H A cnpv OF 1H]S U[SIGN TO TWE INSTALLATION CO~f~ACTOR. AlPI~E F~r,I~EEHEU P~vIlUCl$. I~L SHALl HOT BE H,PONSlBL, FuR A~Y DHIAIIGH FROM TH]S OESlG~: A~V FA]~un lu WflD THF HUSS IN CO~fDRMAN([ .ITH HI: DR FABRI(Ar]~c.. HA~Oll~G. SH1PP1~G, ]NSTALlING ~ RRAlING OF TRlIS5[S. DESIGN CuN,DRHs WIrH ^PPI.lCAB~( PkDVlSIO~S Of ND, (NATIONA' DFsJGN ,PH. ~y Af~f'AI AND HI A' PINl lON~fCTrJH PlATES ARE HAOE OF 'lOII~/]IiGA (W.HI~SiK) ASTM M~j GRADl 40/6D (H. ~III,SSJ GAfV. STUl API'LY I'LA][5 TO EACH fAC[ Of TRIIss A~O. liNUS, OlHlRWISl lD(MED O~ THfS D['IGN. PO"TI[)~ PH D~^Wl~C.~ IliOA.7 AN~ I~SPHT]nN "F Pl"~S IOLlOHED BY (i) 511AlL HE PH ANNH Aj p, TPIl-lOo? SlC-o A 5fAl UN IHIS DPAHIN(; IN~](AIf, ACClPI~~(E OF PPOH<;SIG~AL ENGINHRING R[SPON,JH]I]TY SQUlY 'O~ 1I.E T l\HPnNl~1 DE SIGN SllDWN THF SUI T AOIlI TY A~O IJSl G' T HIS <;rMPG~[~ F FO" ANY BU IlV] NG I, THF Rl SPGK OF THe ~UllDINf, D,,].;~fR P[~ AN~ll\P] 1 SH, 1 ( A31S0-*Fill in later *A31S0 *A31S0 Top chord Ix4 SPF #1/#1 Bot chord Ix4 SPF #1/#1 H 07 ) THIS Dwe; PREPARED .RDM COMPUTER INPUT (LOADS & D1MENS10NS) SUSM1TTED BY TRUSS MFR. Wind reactions based on MWFRS pressures. Bottom chord checked for additional 20-psf live load in areas with 42- high x 24R-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 115 mph wind. 19.47 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 4.2 psf, wind BC DL~4.1 psf. In lieu of rigid ceiling use purlins to brace Be @ 24" DC. Deflection meets L/360 live and L/240 total load. See DWG VALTRUSSI106 for valley details. 3X4~ 61 16 2X4(D1) ~ 2X4 (D1) ~ .1. 2' 11-1 /2" 2' 11-1 /2" _I r----s' 11" Over Conti nuous Support ~ R~106 PLF U~34 PLF W~5' 11" PL T TYP. WAVE Design Crit: TPI-2002(STD)j1BC Cq/RT I.DO(1.25) 10(0) NY - /l j IEj I Scale .5" /Ft. LL 32.0 PSF REF R776g. 57838 DL 10.0 PSF DATE 12j22j06 DL 10.0 PSF DRW MOUSR7769 063560311 BC LL 0.0 PSF MO-ENG CAT/SLS TOT.LD. 52.0 PSF SEON- 34486 DUR.FAe. 1.15 SPACING 24.0" JREF. 7769Z02 "~ARNlNG'.' TRLlS~F> "I.OU1Rl UBEME CA~f I~ FAB"ICATIOM. HA~UI!~G. ,HIPrI~G. 1~~TAl'I~" A~U BR'CING RlHR 10 BCS! (BUILO]~G COMPON,NT S'fEIY I~F['RMATW~I. ~"BLlSHlD BY fPI (nlJS~ ~IAI[ IMSfITUH. tlH NOHII LEE 5TR[ET. ,UIH 31l. ALUAN~~]A. VA. nJl4! AMU WTC' (WOOf! BUSS CO~NCIL or AME~lLA. &JOO ,NTERP~I$[ LANE. MADISON. WI 5311~) fO~ SAfETY PRACTICES PRI[)R ]0 PH_ORMING TNEI, fUNcTION5 UMLr,~ O]HE~WISE INDlc.nu TDP CHORG SHALL HAVE PRGPf~IY ATlACHEU ,T"UCT~RAI PA~ns "NU B01IQ~ (HGRU ,HAlL H"H A PROPfRl Y . TTAlH[U ~ I GlD ([] L ING Alpine Enginee EalthC *"IMPORrA~T"* fU~NISH' COPY OF TH!S ~H!GN TO HIE ]H~TALlATloN <;nMT"'CTO~. 'LPINE [NG1~H~EU PRGOUCI" INC. SHALL NOT BE Rl,rOM5IBLE FOR ANY nfVIATlnN FROM TH!, OE5IGH; "NY FA!IUH TO BUILD TI]E I~US5 IN cONro~~ANcr wITH IP!; OR F'B~ICAT[Nr,. HANDLING. SHIPPI~G. I~,TAIIINr, A aRMING Of T~~S,E, DESIGN ([)NfUR~S WI1H APPLICABLE ~ROVI'TUHS O' NDS (~'TlON'l DES]GN 'PH. "Y AHO') ANO IPI. AIP!~t (OHMEC!OR HAns AH MAOF Gf 10/j~/]['G' (~.H!SS/Ki A~TM A,S! ~~ADio 40/[,0 (W, K/H.SS) GAlV_ SHFI ^rnV PLAH~ TO fACH FAC[ 0' !R~S<; .~u. UHlf" "THER~!,io LOCA!EO ON TH[~ DE'lb~. P[)SITIU~ PER ORAWINGS 160A-1 ANY l"srHIION or ~LAH5 FOLlO.lO ey (I) SHALL B[ PH A~~r~ A_' of lPl!-Z002 SlC.J A SEAL ON THIS [lpAW!NG INDICATE5 ACCEPTANCE Of P"OH5SIOMAL CNGINE,~[~G RtsPO~<;IBllIIY SOLlLI rGP TH[ fO. ~lMPllHl~T D,S[(,N SHUWN IHl SUITABIL ITY A~D USE Qf 'HIS (OMP~N[NT ,OR ~NY ~UIID!Nr, 1$ lHE Rl~POH OF THE BlJl! D[MG DioS1GMER P[~ ANSI/T~I 1 'H. 1 uct;Inc. 63u45 (A3150 *Flll in laler *A3150 *A3150 Top chord 2x4 SPF #1/#2 Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF 11/#2 El) TH IS O\lG PREPARED FROM COMPUTER INPUT (LOADS 8. DIMENS IONS) S~BMITTED BY TRUSS MFR. H 115 mph wind. 16.98 ft mean hgt. ASCE ).98. CLOSED bldg. Located anywhere in roof, CAT II. EX? C, wind TC DL=4.2 psf, wind BC DL=4.Z psf. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 24" DC. all BC @ 24" DC. Deflection meets L/360 live and L/240 total load. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 4X4= 2X4111 61 2X3111 ~ 6 1/4" ~ 2X3111 2' ) 3/8" 2X3111 2X3111 ~1' 3"~ I l' 4-3/4" 4' 2 ,1/4" I~ ~I U~180 )" Over 2 Supports U~IBO W~5.5" S' R~453 R~251 1 . E '1. 32.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 52.0 PSF 1.15 24.0" PLT TYP. Design Crit: TPI'2002(STO)/lBC Cq/RT~1.00(1.25) 10(0) NY/. TC LL TC DL BC DL BC LL TOT. LD. OUR.FAC. SPACING Wave "WARNING'.' nussfS ~f()UI~f E>H[M[ (Ml 1~ fAB"ICATJON. HANULJ~G. ~HI"PING, I~STALLING A~[) BHCING. RHE~ TO BCSI (BUILDI~G (DMPO~ENI SAfETY ItIrORMATIO~). rUBLI<;HED B' HI (TRU~S PLAn INS11,urc. llB NOHH LEE STREB, ,UIH J12. AlUANURIA. VA. UJ]4i A~l! ~T(^ (~eGU !~U~S COUNCIL 0, AMERICA, 6300 E~TERPPISE lANf. HADI~ON. WI 5'11") fvR ~A,ln PRAcrIns PRIOR TO pcprG~KJ~G TH[S[ rUNCT'ON~ U~LESS OlHER~I,[ IN~!CAT[U TOP CHO~U ~KALL HA~E P~OPHLY ^,TACKfU snUCTURAI. PA~fLS ^NU BOTTUM (HG~U SH^LL HAve A PROPrRL Y ATTACHru ~ !Gr~ or It I~G Alpine Enginee EarthC ucts,Inc. 3045 "'''lMPORTANT''''' ,U~NrSH A COPY OF THIS UFSIG~ To TKf '"STAlL^IJUN (O~T~ACT(]R ^LPJ~, l~GI~ElREcU ppoouns, TH SHAlL ~()T 8f HSPONSTall fOP ANY DUIATlGN ,ROM THIS DESIGN, ANY rAllU~E To BUilD IHE IPUS~ J~ (UNfO~M^~(l WlfH IPI; OR f^BRICAIING. HANOLING. SHIPPI~G. INSTALLING ~ BRACI~G 0, TRU,>~[S GESIG~ COM,ORM, ~ITII APPLlC^BLE PRO;!,IOM, O~ NO, (NATlLlNAI GEsIGN sPEro RY AHPA) ^~G [PI MPIN, ({JN~rtT"~ f"1^HS A~f MADE Of 2Ufl~/j6GA (~.HISSln AS1M A(;~J GP^DE 00/60 (W. ~/H.SS) vAU. SHEl APPLY PLATE, TO lA(H r~CE Of TRU" ANO. UNLESS OTHERWISE [OCAHD O~ Till, DE<;lGN. PO,IIION PER D~AWING, 160A Z A~Y INSPECTIO~ OF PLAHS fUllOWFD BY {iJ SK^'I ~,P[~ AN~f' AJ (IF TP11-;>002 SFr.J ;. SFAI ON THIS GP^~INr; INGICAH' MOFPH~[f ur P~OH'Sl~~^1 FN';]~FFRIN(; RF,~ON5IRllITY ,nlnV FO~ THF lI' ^'lMPONFNI OE,>IG~ SIW"~ TIlE SOIlAeILITY AND USE or TillS CeMPO~[MT rOR ~NY BUILDInG IS TilE RfSPG~' or Tllf BUILDINGOE<;IGNERPEP^N,I/TPIISEC.1 Scale ~.625" Ft. REF R7769. 57839 DATE 12/22/06 ORW MOUSR7769 0113511035 MO'ENG SEQN. CAT/SLS 38150 JREF 7769202 (A3150-*Fill in laLer *A3150 *A3150 Top chord Zx4 SPF #1/#1 Bot chord 1x4 SPF #1/#1 Webs 1x4 SPF #I/#Z H E2) Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets Lj360 live and Lj240 total load. 2X3111 ----L 6-1/4' ~ 3X4 (BI) = 2X3111 '"'-I' 3"~ I" TH IS DWG PREf'ARED FROM COMPUTER I ~PUT (LOADS & [; lMENS lOllS) SUBMI TTED BY TRUSS MFR. III mph wind, 17.33 ft mean hgt, ASCE 7-98. CLOSED bldg, Located anywhere in roof. CAT II. EXP C. wind TC DL=4.2 psf. wind BC DL=4.2 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20 psf live load in areas with 42" high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 2X4111 61 3' 3 3/4' 2X3111 S' 7" Over 2 Supports R~413 U~180 W~I.I" >1 R~111 U~180 PL T TYP. Wave Design Crit: TPI-2002(STO)jIBC Cq RT~1. DO (I. 25) /10 (0) "WARNl~G" rRUS,E, ~[OUIRF F'T~FI1f_ lARt T~ ,A8~TlAIWN. HA~I)LI~". ~IITPPTNG. 1"'>I~LLING ANU B~All~" RFHR 10 BOl (BUILD]~G WIlPONtHT ,MEH lNFO~MATlOh). PIIRL[SH,D B~ rpl (TRlIS5I'L^H IN,TTTlIH. ?l8 NGRIH LE[ ,HEET. ,urTE 31,. ALHAhDRIl\, VA. ;>ZJ141 ^NU HICA (WOOD H"~, COUNCIL OF AMH1CA. "JOG ENTERPRIS, IAHE. I1ADISON, WI ,J71'J) Fv~ SAf~TY P~AOICES PRIOR Tn PH'O~flING III[S[ FLlNCTION, UllLE,S 01HE~WIH I~OIUHU TOP CHO~IJ SHALL HAH PRvPERLY ATTACH[u SI~,,<;IU~AL PAN[LS ANn ~("Tol1 CHO~U ',IlALL IIA" A r~uP[~LY ATTACll[D ~IGID rUlING. ""IMPORTANT...." FURNISH A COPY of IH[~ UESIGij TO TII[ I~,TAllATION CONIHCTO~. ALPINF F~C,J~HHU P~vOUCIS, I~C. SIIALl NOT 8f RESPONSI8LE ru~ ANY DEVIATION HOM fHIS DESIGN; ~~Y fArlLJ~f TO BUILD THE T~USS IN CONrORHANC[ WITH TP1; O~ FABRICATING, HA~D! T~G. SHIPPI~C,. j~SIAlllNG & BRACING 01 TRUS,E, DESIGN COhFORMs wiTH APPLICABLE P~OVISIDN> GF NO~ [NATiONAl D[,IGN SPH, ~y ^~'P^I ANO IPI ~lPUE [ONNf(JO~ PI AHS ARL MAOE or 10/1"1 l';GA (W.HI,S/~i '>IM M\3 GRADe 40/6U (~. "/H.,S) GALV. STEEL. APPLY PLA'lS TO EACII r~CE D~ IRUS, ANO. U~LE,~ OIH[RWI,[ LOCATFO ()N THIS UlS[G~, PO~ITID~ PER DRAWING' rr,nA-L. ~NY rN,PHII(J~ n, PIAf,S fOLlOHED BY {i) ,HALl BF PF~ AN~[~ ^J OF TrIl 1002 SEC_3 A ,FAI OH IHIS D~~WING INDICAT,S MCEPTA~n OF p~8r[S,IONAl fNblNFFRING RlSPONSIBIUH SDlHY FOP THE TRl C"MPONE~T IllSIGN SHO~N TlI[ SUITARIi.11> AND USE or TillS (QIlPO~ENT rn~ ANY ALJ[lDI~G I, TIlE RlSPON< uF TH[ AII1LO[~~ DLSIGN[R PER AHSlflP[ 1 >ec. ,. Alpine Engineere EarthC cl~Inc. 63u45 NY/-jI/-/E/-/ TC LL 32.0 PSF TC DL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LO. 52.0 PSF OUR.FAC. 1.15 SPACING 24.0" Scale -.625"/Ft. REF R7769- 57840 DATE 12/22/06 DRW MOlJSR7769 06356036 MO-ENG SEON- CAT/SLS 38155 JREF- 7769Z02 (A3150 *Fill in later *A3150 *A3150 Top chord 2x4 SPF #1/12 Bot chord 2x4 SPF 11/12 Webs 1x4 SPF #1/#2 H E3) Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purl ins to brace Be @ 24~ DC. Deflection meets Lj360 live and Lj240 total load. PLT TYP. Wave Alpine Engineer Em1h cts,Inc. 63045 2X4111 61 2X3111 ----L 6~1/4' ~ 3X4(BI) = 2X3111 2X3111 1..-1' 3 "-oJ ~' 2.lj4" Over 2 Supports ~ R~3B6 U~IBO W~5.5' R 157 U~IBO Design Crit: TPI C '2002(STD) JIBC RT~1.DD(1.25) THIS DWG PREPARED FROM COMPUTER INPUT (lOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 115 mph wind, 16.98 ft mean hgt, ASCE 7 98, CLOSED bldg. Located anywhere in roof, CAT II. EXP C, wind TC DL=4.2 psf, wind BC DL 4.2 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20 psf live load in areas with 42"-high x 24" wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 2' 7 3jB" 10 (0) "WARN1N(;" H"~<'f; ~lQUI~l Dl~HH, (A~[ I~ rAB~ICAlll'N. HA~IJLlN~. >HIPPI~G, I~\TAL'ING ANI' BKA,I~~ REHR 10 BCSI (BUllDI~G CuHPO~[NT SArfH INf"~HATIUN), PUBllSHEO BY TPI (TRUSS nAlIO JIISTITun. 218 ~<lnH LE[ ,TREH. ~LJlH ~12. AlHA~O~IA. ~A. 21~141 ANU WTCA (~aOO I~U>S COU~CIL OF AHE~ICA, 63uo fNlFRP?ISE lA~E. HADI>['~. WI 531191 Fu~ SAFETY PRAlflrFS P~IO~ TO PEoRFORHIHG T1IE,E rIJNCTI(,~S UNLESS OTHE~WI>f l~OICU,U TOP CHU~U ,HAll HAVE PRUrl~LY AITAcmu ,TPUCTIIHAI PAHELS ANl' BUIIOM (KO~~ :;IIALl HA~f A ~~OPHLY AITMHlO RIGW CEILING **IMPORTANT** FURNISII A COPY or fillS D[SIG~ TU THf INSIALlATIU~ cO~T~ACTOR. AlPINE fNG]~r[~[IJ PPOOUCT" INC. ,HAl' NOI BE RESP(J~SleLE FU~ AN~ DEi IAIION rR<lM THI, DFSIGN: AN' fAilURE IU BUIlO TilE TPUS~ IN CuNFORHANrF ~ITH HI; U. HBRICAI]NG. IIA~OlING. ~HIPPIN';. I~STAlL [~r; ~ B~A(I"(i a, IRUS,[S. QoSIG~ CONfO~H, WIlH ^PPlILABl[ PPO~I,ID~' or ~D> (NATlONAl DeSIGN ,PEC. H Ar&PA) A~D HI. ALPIW, CGN~ECTOR PlATfS ^RF MAIJ~ of '>O!l~/l~GA (W.H.l5SI~) ASTH Ali~3 GRAOE 401"0 (W. KIH.S,] GA". SHEI ^PI'lY PUlo5 TO lACH fACl OF I.U,~ AND. UNLESS GTH,R'i"f I[lCATfU ON IHIS D[SIG~, PU,[TjO~ I'lR DRAWI~G, leOA-, ANI IHSPECTION OF PlATf~ FDlUJ~fO BY {OJ SHAll Bl flR ANNEX AJ OF TPIl-200l SEC.3 A SEAL Q~ THlS D~A~I~G JNDlf.ATf'> MrEPIANrE Of ~RQ~tSSION~L [NGI~loR[NG R[SPONSIBllIH ,OlfLY rop THE T C.MP[)~lN' DlSIGN ,IWWN THE ~UITABllITV AND 'I~, [)~ THIS '-')HPO~lNI fQR ANY BUILDI~G IS TilE R[SPGN Of lHt WILDING DESIGNER HP AN'llTPl 1 ~tC. 1 NYj.jlj jEj'j' Scale -.625"jFt. TC LL 32.0 PSF REF R7769. 57841 TC DL ID.O PSF DATE 12j22j06 BC DL 10.D PSF DRW MOlJSI\7769 06356037 BC LL O.D PSF MD.ENG CATjSLS TOT. LD. 52.D PSF SEQN~ 3816D DUR.FAC. 1.15 SPACING 24.D" 7769ZD2 THIS DIOGPREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO 8Y TRUSS MFR. (A3150 *Fi 11 in later *A31S0 *A31S0 Top chord 2x4 SPF #1/#2 Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 H E4) 115 mph wind. 16.96 ft mean hgt. ASCE 7'98. CLOSED bldg. Located anywhere in roof, CAT II. EXP C, wind TC DL=4.2 psf, wind BC DL'~4.2 psf. Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC @ 24~ DC. Deflection meets l/360 live and l/240 total load. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24" wide clearance. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. 2X4111 4.24 r-- 2X3111 2' 6. 3/16" 3X4 (BI) '" ---L 6 1/4" ~ 2X3111 2X3111 4-1' 8-7j16"...,.j I~ ,1 R~2IB U~IBO S' 9-9/16" Over 2 Supports R~526 U~IBO W~7.778" Design Crit: TPI-2002(STD)j1BC Cq/RT~1. 00 (1. 25) 10 (0) PLT TYP. Wave NY/-/I/ - /E/ - /. Scale -.625" Ft. TC LL 32.0 PSF REF R7769- 57842 Te DL 10.0 PSF DATE 12(22(06 BC DL 10.0 PSF DRW HOUSR7769 063S603B BC LL 0.0 PSF MO-ENG CAT(SLS TOT.LD. 52.0 PSF SEQN- 38165 DUR.FAC. 1.15 SPACING 24.0" JREF 7769Z02 "WARNING" nU'>~f~ ~lOUIR[ EUHMf CA"E IN FAB~ICATlU~. ~A~VLlNG, ,~IPPI~G, I~~TAll[NG ANO B~ACING RH[R TO HSJ (BUILDING COMPU>>f~1 SAFETY INFORMAT!u~). PUBLISHEO BY HI (TRuSS Pl^Tl 1~,TITlJTf. lIS ~!IRTH lH STR[U, SUITE JIl, MEXANORIA. V^. UJI4) A~IJ wrCA (WOOD T~iJSS COUNCIL OF AMHICA. 6JOO ENHRP~ISF lA~L H^DISON. WJ Sjl!91 fOR ,A,ETY PRA(fleEoS PRIO~ TO PERFORMING THFS[ FU~CTIONS U~lfSS OTHE"WT,E l~UICAl[U TOP CHO"D SHAlL HAH PRfiPERlY ATBCIlEU ST~II(1URM P^NH~ A~O BOTTOM CHO"O SHML HAVE A PROPfRLY A TTACHEO PIG 1 D ([ I11~G. **IMPORTANT** FU"N1SH A COrY Of IH1S Ol~IGN TO THf INSTALLATlO~ CO~T~AtTO". AlPINF EN~I~EEREO PP{,DlJfTS I~e ,HAll N(H BE "l~rONSI6l[ FUP A~Y DEV1A1IO~ fRGH THI, DE,(GN. '.Nt FAII[J~[ 10 BUIlD THE T~U,S T~'CONfORilA~CE WITH TPI, OR fABRlrAIJ~G. IIA~GLI~G. SHIPPT~G. INSI.lLINLi ~ BU(JNG OF TRUSSFS DlSIGN CO~F[]RMo; ~TIH APPLICABLE PRO"ISIONS OF NO, (NATJ!lNM OlSlGN SPEC, BY "~PA) AND TPI. ^LPJ~[ CONNF(lOR PLATES ARE' HAGF OF ZO!l~116GA (W,HI'>>jKi ASIH Au,j GRAO[ 4"1';0 (W. KIII.S,) GMV. STFEl APPLV Pl^TE5 TO FACH He( O' T~U,5 AllD. 11~I.fS5 OlHtRW1SE LOCATEIJ G~ THI5 DESIGN. PO,]]!IlN PE~ O"~~l~G~ HIJA-L A~~ 1~';PFC1ION Of PLAns Fell{J~ED BY (i) ';HALL Bf PfR A~NF' 'd Of [ell 100? SFCJ A S[AL U~ THI, ORAWI~G I~DICATE5 ACCEPH~CF Of r~OF[S,IU~Al F~[,I~FFRI~G Rl5PONSJBllIT< SOLtLY fur TilE r~ "()H~ONlH OE5IG~ SHu~~ 111l >UIHBIlIH ANI! U~l Of [11], (OMPa~E~T FoR A~~ BUILDI~G IS TIIF Rf$~uN OF IHE BUllIJI~G IJFSIGNH PH ANSI.lTPJ T He l. Alpine Engineer EMilie rtucl~ Inc. 63u45 (A3150-*Fill in later *A3150 *A3150 Top chord 1x4 SPF #1/#2 Bot chord 2x4 SPF 11/#2 Webs 2x4 SPF #1/#2 C4) Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purl ins to brace Be @ 24" DC, Deflection meets L/360 live and L/240 total load. ,}. PLT TYP. Wave Alpine Engine Em" cts,Inc. 63045 61 4X5~ 2 3111 Ie R~356 S' 11-3/4" U~180 W~5.5" Over 2 Supports R~356 2X4111 3X3= ~I U~113 TH I S O'~G PREPARED FROM COMPUTER INPUT (LOADS'" D IMENS lONS) SUBM1TTED BY TRUSS MFR. 115 mph wind, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC OL~4. 2 psf. Right end vertical not exposed to wind pressure. Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24- wide clearance, Truss designed for unbalanced Snow load using 0.30 windward factor and 1.50 leeward factor. 4' 7 5/8" Design Crit: TP!-1002(STO)/IBC Cq/RT~I. 00 (1. 25) /10 (0) "WARNING" IWS,E, ~EOUJRE E,nfMf CAP, IN HB~ICAIION. HANGLING. SHIPPI~G. IW;IALLWG MD B~ACI~G REfER 10 US[ (BUlLUING CUt!PONc~1 SlIft IY l~fOPMAlION) PUBL [SHfD av [PI (TRUSS PLATE 1~51ITUTE. li8 NORTH 1Ft STHfI. Wlr~ :n2, ALUANU~IA. iA, njl41 ANU WICA (WOOD nuss CDU~CIl OF AMHICA. (dOO <~[E~P~JSE lA~E. MADISON, WI III 1") FuR ,AFETY P~ACTICE5 PRIOR TO PERFOR~I~r, IHEcSl fUNCllGN5. U~Lt5S DTHERWISf I~OlCATEO ToP CHOWU ,HALL HAH PWonny ATTACHEU snunU~Al PANll5 A~O BOTTOM CIW~O SHALL HAVE A P~OI'lRLY AIlACHlO RIGID CEIlUG w*lMPORTANT** FLJW~ISH A (ory OF THIS UESIGN TO THE IN~lAll.AI]O~ CP~I~ACIOR AlPJ~!c !cNGINHHO PROOUCl" INL SHAll NDI BE PE,PON,lBl [" FUR ANY DfV I A110~ !-ROM IH IS DESJGN: A~V r A ILURE TO BUll D THF TRU5, I~ CO~'O~M~CE wiTH TPI: OR FAB~ICATI~[;. HANllI.JNC,. SHIPI'ING. INSIALlING & BRAUNG or TRUS,ES. DESIGN CDNrORM, ~IIH ^P~II(ABIF ~PO;I~ION~ OF NDS (NAflONM OE,IGN ~PE[. BY AF&P^) ANO rPI AIPINt CUN~ECToR PI ATFS ARf MAOl C' ,OIl~il"GA (W.HISSln ASTM Aii,J GRAOE 40!~U IW. 'IH.") GA" _ STFfL API'LV ~lAIEoS ro tACH FHl or T~U>S A~D. O~lE'~ DTHERWI,F I ""ATE I' ON THIS OtSIGN. I'051110~ PH O'AWINC,S 160A l A~\ 1~5PECTION OF PIATFS F(;lIOWt~~' (I) SH^IL ~t n~ ANHU AJ or IPll.2002 IEC.3 A SfAL O~ THI, D~AHING INOICAn, A[(HIA~[f of PROFFSSlUN^l t~&IN!cH1N& '!cSPD~>JaILITY ,OLElI FOR THE l' MP[j~Fn.1 DlSIGN SHOWN TilE SOITABllIH AND U5E or THI, C"MP"~FNT FoR ay BUILDING IS IH!c ~tS~(".N OF THf BUI LD I ~G BCS IGN[~ PE~ A~,I /TP I 1 SEC _ 2 NY//l/-/E/-/- Scale ~.5"/Ft. TC LL 32.0 PSF REF R7769- 57843 TC OL 10.0 PSF DATE 12/22/06 BC OL 10.0 PSF DRW MOlJSR77li9 06356039 BC LL 0.0 PSF MO-ENG CAT/SLS TOT.LO. 52.0 PSF SEON- 38170 DUR.FAC. 1.15 SPACING 24.0" JREF- 7769Z02 (A3150 *F1l1 in later *A31S0 *A3150 Top chord 1x4 SPF #1/#1 Bot chord 2x4 SPF 14001 1.0E :B2 Ix4 SPF 21001.1.8E: Webs 1x4 SPF #1/#1 .. 01) THIS DVlGPREPARED FROM COMPUTER INPUT (LOADS!. D]MENS10NS) SUBMlTTED BY TRUSSMFR 115 mph wlnd, 17.33 ft mean hgt, ASCE 7-98, CLOSED bldg, not located wlthln 4 50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC OL..4.2 psI. SPECIAL LOADS ....-- (LUMBER OUR.FAC. TC From 86 PLF at BC From 20 PLF at BC From 210 PLF at BC From 20 PLF at -1.15 I PLATE OUR.FAC.-I.15) 0.00 to 86 PLF at 16.50 0.00 to 20 PLF at 1.71 1.71 to 110 PLF at 14.79 14.79 to 20 PLF at 16.50 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purl ins to brace all Ilat TC @ 24" DC. all BC @ 24" DC. Deflection meets L/360 live and L/240 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.50 leeward factor. Bottom chord checked for additional 20-psf live load in areas with 42~-high x 24~-wide clearance. 5X6= 5X6= 6, ,6 ...L 6-1/4" T 3X4(Bl)= 6X6 (R) f/ 6Xl0= B2 4X8= 3' 3 3/4" 4X6= ...L 6 1/4" 3X4(Bl),:r- 3X4111 3X4111 I.l' 3"0.1 1- 5' 7" _1- 5' 4" 5' 7" I.l' 3"0.1 _I 1< 16' 6" Over 2 Supports ~I R-2261 U-978 W-5.5" PL T TYP. Wave Design Crit: TPI-2002(STO)/lBC CQ/RT-l. 00(1.25) 110 (0) NY /1/- IE/-I- Scale -.375"/Ft. LL 32.0 PSF REF R7769- 57844 OL 10.0 PSF DATE 12/22106 OL 10.0 PSF DRW MOlJSR7769 06356040 BC LL 0.0 PSF MO ENG SLS/SLS TOT.LO. 52.0 PSF SEON- 38175 OUR.FAC. 1.15 SPACING 24,0" JREF- 7769202 --- --- "WARNHIG" HLJ>~~~ REQUIRE UT~[tI[ CAH I~ FABPICATI"~. HANULlNG, ,HIPPING. IN>rALllNG ANU BRACING. HH~ TO an! (BUILDING COHPONfNI SAFElY I~~GPHATIO~). PUHl511EO BV TPI (lOU5S PLATE I~>TJTUT~. 11H NO~TH LeE 5TR[U. 5UITE 312. AlEXA~U~IA. VA. 223141 AND wTCA IWDOO lRUSS COUNCIL [J~ AHfRlcA. &300 [NTER~PISE IA~E. HAOISO~. HI SlIl91 roo SAFfTY POACT1US P~IOO TO PE~fORMI~G THFSE fUNC110NS. UNLESS nTHF~W 1 SE JNU ICATEU TOP WORD >HAII, HAVE rRorloRL v A 1] ACIIEO 5 T~UCTURAL PA~f1 $ ANO BOTTOH CHORU >HAll HA." A PRDPERLY ATTACI1ED PIG10 UllING. Alpine Engineere EWth C ~*IMPORTANT"* rUR~I<;11 A COPV Of 1~IS UESIG~ TO TlI[ 1~5HLLAT10N CONTPACTnR AIPI~E E~GIWEEHI) PPOOUCTS. I~C <;HAII ~()T ~E n5rON51BlE fOP ANI DEV1ATIO~ FROH THI5 DeSIGN. A~~ rAIlUPE TO ~UIIO IH~ TRU5S !~ CON~O~HA~r.E HITH T~I; OR ~ABOICATING. HANOlIWG. SHII'PI~G. l~51MlI~G & ~RACJ~G OF TRUSSlS. Ol<;lGN CO~rQRM> WITH APPllCABL, PRO'IISIO~<; Of ND~ (~ATIONA.l OE'lGN 'Pfe. 8Y ~r~I'AI AND Tf!. Al~INF (G~~HTlJR PIAHS ARt HADE Of lOIl~/l6GA IW.I1/SS/KI ~5T11 A{;(,j ()~'Ol 40/60 {W. KIII.S>) GAll'. STEEl. '~I'LV Pl~lt~ TO HCH r~c[ or TRU>~ A~n. UHLES~ GIHHWI<;E LOCATED ON THIS lJ"]r,~, ~!"ITION PER O~^~ING~ loGA-, ANY INSPrcTI()~"~ PIA.HS fOLLOWlD BV Ii) SHALL BE ~H A~Nf. A3 0> IPIJ-200Z SeC.J A 5EAl ON THI~ lJ~'WIN~ INOlcATE, A[CU'I'NC~ Of PPOr[S~]DNAI ,~GINFfRl~', RtSi'ON>l~jLIIV SOlll) FOR TIlE TO' OHPONlNI O[SIGN 5I/OwN THF SIJ11ABII j Iv MD <!5~ OF THIS COHPGN[NT fOR ^~y B1JIlDI~G IS IHe Rf_SI'ON or 1Ht ~UIlOI~G QfSl(;NF~ PER ^NS1/TPI I 51oC. 2. cIs, Inc. 3045 p'lC;C; T, n C..q.~ 1_, t\_ "ErTl I I H i L-/' I JL IL 100 MPH WIND, 30.00 FT MEAJ\ HGT, A3CE 7-02, CLOSED BLOG LOCATED ANYWHERE ]N ROOF'. CAT ]1. EXP C. W]ND TC DL=50 PSF'. W]ND BC 01.=50 PSF 80 MPH WIND. 3000 FT MEAN lIGT, SOC, ENCLOSED BLDG, LOCATED ANYWHERE ]N ROOF WIND TC DL=5.0 PSF. W1ND BC DL-'5,0 PSF 100 MPH \\']\0, 30,00 FT MEAN Her, A,sCE 7-98, CLO.o::ED RLDG, LOCATED AI\YWHERE IN ROOF. CAT II, F:XP. C, W1ND TC DL=5.0 PSF, WINO Be 01.=:':>,0 P::::f NOTE: TOP CHORDS OF TRUSSES SCPPORTING PIGGYBACK CAP TRLSSES \1U~T I3E ADEQUATLY Dl<.i\CED WI' SHEATHING OR PURLlNS PROVIDE DIAGO\JAL BRAC]NG Ol~ OTHf,R SlT]TABLE ANCHORAGE TO PERMAN8NTLY HESTRAI\J PUR.LlNS DETAiL 1\ FLAT TOP CIIORO ~- 12' * . ----1 P]GGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD DHAC1I\G WITH (2) 10d CO/I,1I\1ON (0 14Ef\::]") NAILS * 12" MIN H1GID SHEATHT:\G OVERLAP WlTH 8d COM\lON (O,1~31''x2E'J'') OR GUN I\AILS ]N OVI':HLAP ZONI': SPACED AT ,1'" 0,(' FLAT TC BRACI\J'G PtR E:NG]NEER'~ SEALED DESIGN DETAIL B '::- FLAT TOP CHORD 20' //,,< /~"..... 4 / ;<> ./;:://<~ // /";:/ #/ /// :$2- '" 2 ~~...."'"- \<,,/ ,<,,-;;t~1 P.,--'t>";'''' I " j, 1 ,,/</ -...:: . " <::::: , PIGCYRACK CAP TRUSS TOE?'-lA]LED TO ALL TOP CHORD HI-IACI:-JG WlTH (2) 10d cm,B,lON (01.18'\:n ::::ECUH.E:D W1TH 2'\4 #:1 GRADE SCAB (l 31lJE ONL\') ATTAcm:1J WITH lOd COI\'l1vlON NAlLS AT ,1" 0(' :'-JAILS A:-;JD ~-...:: '-.,",,' ./' ..<<~>~ I:> ""'~';>',,4' " ./ .~..~.! / </. ,,~ .~~,? ~ /,,/ ,I FLAT TC RRAC1NG PER F:l\GINEER'S SEALED DES1GN / --<1;;;/ "" FUT TOP CHORD CAP TRUSS TOENA]LED TO TOP CHORD BRACING AND SECUIH:ll WlT!l 3XR TRlTLOX PLATES (EACH ]"ACI-:) AT F:ACH END A\D ,\1' 1 /j POINT~ CIRCLED NUMBER ]NDlCATES REQUIRED NU::'1BER OF 0.120" X 1375" NAILS PF:R PACS SEE DRAWI\G 150TL FOR TRULOX E\rF'OR~L\TIO.'\J DETAIL C //, /.-/ /< ~// ;:/ '\ " ':;c' ,," /~ l I ./.,. ;/< "",, ~~-- ' <:> Ii /i? // '~"" /"",/ ;'::j:"; '", ~' /"//'----- -"-----{t.: ~:t ) .. ,,", \ \\ ,\ \\ /<:;" \', /</" (4) ,\ /// '='-"'., ',,/~/ "", \ 1/ ~/ r~ ,. \/~;;II 'tt~l:~~GI~~' /",," I SEALF.!l DESI I r><~ _k'<.l 1\' ~i ,'I,iARr,Hj':>* ,PU':SES PfQ'J:~E DTPEME l.AP~ In FABP1C,\TIN:', H~<"jDL INCi" SHI..--p,r,Ci, INSTA_LHi0 A"'J 8~AL 1Ij[ P[ C[ P T[", BeS I ([i;J1LL:r,o CONPO"EN'- "';"'FEn ]'jI[lR~'A TIC,,!. PlJBL !SH[ D BY TPI (1 ,'US, PL 4 T[ !r,"",1TU,[, 2]5 '~[j~TH LE~ ';IP, SuIT[ 312, AL~x;nWIA" VA 223]4) ~'jD \';'CA ':'w'ODD TPU"';S CDun::L J' AMCF'JCA, b:mo UHEF'PPISE UI, "ADIson, 'oil ~371Q, ,DR "CAFE1Y P~AC1ICES PPI[W TO p,'1FO"HING TrESE I'UrKl1L'NS, Ur'ILc~S OTH~P\o,I:;E :r<IICATED, TCIP CH["'D SrMLL Hk\il 'VUI'U:L, ATIAU,~" srPIJCIVh PANE'L"C ArW BonO,1 ':HD~D "CHk~L HAVE k PPClPE"'U ATTACHED ~:::;ID C~ILI',G :30' ]:\ LIElI Of' TRlILOX CON'\ECTORS, ALPHE: 62PI3 SPECIAL PIGGYBACK CONNJ..:CTORS 1IIA'{ BE USF.D SHOP ,\PPLY TOOTHED PORTIO)\, fiELD i\TTACll TO \fAT1N(; TR.L::;~ WITH (,1) 0.120" X 0.37'5" NAIL::: :\1I:\lMlIM EACH FACE I::ld COM~1ON NAIL.'" (0.131 "X2,~)") cr' x 8" X 1/2" RATF:D SHEATHE\G CUSSETS (f,ACH FI\CE) MAY BE USED IN LIE'l' OF T1WLOX PLATES, ATTACH WITH (8) Sd CGIIIMON !'\A1LS PER GUS~CT, en I\J CAP RC A?'JD (4) ])J BASE T1-n:ss PLAT TC REPLACES DRAWINGS 581.670 & 9G1.8GO PSP REF PIGGYBACK PSF DATE 1]/1/06 PSP DRIVG PIGBACKA1106 PSP -ENG DLl/KAR MAX GO PSF FAC. SPACINC 1.15 2-1-.0' TOP ClIOR!) 2\.1 BOT CHORD 2X4 WEBS 2\4 #2 OR BETTER #2 OR. BETTER #8 OR BETTER REfER TO :3F:ALED DESiGN FOR DASHED PLATE2 2PACE PIGGYHArJ-.: VERTlCAL;;- AT 4' OC MA\ TOP AND BOT1"m,1 CHOFW SPLlCF,S MUST BE IS \lOT DIRECTLY OVER ANOTH!::H PlGGYIJACK BOTTOM C!lORD MAY BE O\llTTED TRL'':S TOP CIIORD WITH 15X3 PU,TE P~ Te' ('~~::);\ ('I ~ L rrId," \ ~T.M;GERL:[) ~O THAT ONF, SPLICE L~,DCr' IN , ~ II. (1) 6ct flaX (0099'\ 2_".W~) .\..\11.:" lOJ!\T TYPE 3~_t- 34 2Xl . _~ 2_5>1 i\ i /2" 1(\TED ,'3I-U;Xrl-lING GU~3ETS (EACH fACE) MAl' BE USL-:D 1\ L1El- Of THULOX PL\TE2, , ATTACH WITH (S) oct BOX (0_099'"X 2,".MI~) \\II.S J I PEH GUSS!:::T L(41 " CAP Be AND Ill" BASE TRe'ss fL\T TC I ATTACH VERTICAL WEBS TO ATTACH PURLlNS TO TOP OF' FLAT TOP CHORD IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURUNS MAY m: APPLlI::D BEI'\EATH TilE TOP CHORD OF SCPPOHTlJ\G TRU3S REFEH. TO ENGINEER'S SEALED DESIG:>I FOR REQUIRP.D PURLlN SPACING THIS D~TAIL ]S APPLlCAI:ILE fOR THE FOl.LOWING WIND CONDlTIO\;S 130 MPH WIND, :10' /o.'IEAN HGT, ASCE ('-02, CLOSED ALDG, LOCATED ANYWl1t:RE JK ROOF. CAT 11, EXP C. W]~D TC DL=-5 P~F WI:\D BC DLc-5 PSF 110 MPII WI\;D, :10' MEAN HGT, SBC ENCLOSED BLDG, LOCATED ANYWHERE IN HOOP W]ND TC DL'--S P:'-T, W]1\D BC DL~5 P3F FRONT FACE (E.* ) PLATES MAY BE OFFSET F'HOM BACK F'ACE PLATES AS LO)\G A,:: GOTH FACF.S ARE SP_.\CED 4' OC MA:\ A c: /[\" " / e , ED EJ F.~ _I::[I n' 20' FLAT TOP CIIORD MAX I I PLATE LOCATlO~ IS OPT]01\AI:---------:/ SPl.JC~A\,/ >lTo 2' :--!!J:1. -i B 1 . ",rcc::: BI ',-----'l:i::' r::18f= B \,~~ B A //lP1 ' . 12 * ,;;e/Q \:{xl//~. r -, ,/:// i ", '* / 1 "ATTACH PIGGYBACK WITII r '" c'l ---::1- * II 3X8 TReLOX ,--0 I"G "XC j;\G , ~" --j l_~ll.-5.\3 j 1.,:'1\,"1:_ 1.5." I',C,,, D _~_~_~_J 5\') ni _ 5'\5 _I 5X6_ -1\6 OR 3X6 TRlILOX AT .1' OC. ROTATCD YERT1CAI,J,Y 130 1I1PH WIND, 30' \1F,AN HGT, ASCI:: 7-98. BLDG, LOCATED ANYWHERE !N HOOF. CAT H WIND TC DLcc5 PSt. WiND BC DL-5 PSF' /MAX SIZl;; OF 2X]2 #2 OR BETTI::H. ---..., A -- F.. ~>--, A ---'tr-.- -__ -""---------- -~<~ 1/> CLOS'ED E\P C, c SPAN::; UP TO ~ 3" ~~5J 2,)\1 I :3\:5 .~ , .-'-- '):\6 ATTACH Tm:LO\ PLATES WJTll (8) 0120" \ [:_17')"' 1\.\ILS. OR EQl'AL. PER FAC!\ PER PLY (.1) NAIL:::: IN F:ACH 1\1ElvlBEH TO BE CON\lECTI::D, REF'CH TO DHAWI\lG 160 T[. F'OI~ TRl'LO\ I~FORMATIO~ i E-._._ ~E' , E5~ ~R """"-r, II WEB BRACING CHART :WF.A Li~!\G'!'.J::l ~------=-- -~i\fRED BI;;A(-I~G . --~-- ro' TO --"9" : ;-';0 HRACI~-(~- -- --- -- ---- 1--- .--~.T "1'" BR,\-C'E SA~j't: CRADk ~PECIl::~ A,~ WLlf I 7'9'" TO ] 0 ~IEMBER. OR BETTER, A!\D 800~ LE1\GTfI OF WF.B \IEJ'r!AER ATT.~CH WIT:-! Bd HOX 1(0,]1:1'":\ 2,5",\1I\,j) NAlLS AT -1" OC -- - '12:..:4 'T BRAC-!:::-- ~A\IE'-GRADE, .,:,pF,C1e,"-' A;~ wr:ui ]0' TO l,ot' 1I,1F.\1REH OR BETTER, AND 80";; L8NGTfl OF WEF11 1 Mi':~1BF.R ATTACH WITH ]Ud BO\ __ __ !(Ol'35); :lS"'.MINJ NAj~.S_~T----=LOC~___ __J * PIGCYBM:K SPECIAL PL'\TE ,\TTACI-I TEETH TO THE PIGGY13ACl\ ,\T THE TIME Of-' FABRIC'lTION ATTACH TO ~CPPORTING TRllS:-:: WlTH (4) OI2(j"' x 137C)'" NAILS PER FACE PER PLY APPLY PI(;GYG_.\.CI\ SPECL~L PL\TE TO EACH TRk,S F'i\CE A~D SPACE 4' DC OR LESS (' --l;~:;)C ----, /---.------ '-----.:0~~-------#,C ~-;- 'il' ~ jn, - ~( ~---- -,~c-- -~ C i l~],- --. -- -f! (' SPA;\) B B ) JEtl n?~::=- o rJEtl B D-SPLI~:E- . JBt~i, .~=> :- ,I~I E- * --~ D ----LIr---1 , .,~ ---r- l~ * 8 ..'WAF'NJr.'G" nJ::SE: F[']l'IP~ UTFd-1[ CAF[ Jr, r-,\EPJ.:.AT!Nu, f-cAI'D,_Jr,G, .>Jif+]fl[, ]',~TA~L1fju r,'J[~ EPA':JrIG R['EF TO BC,' 8U;'_O]l,.~ [,lHD[]'1['.,] ::",-, 1',f:FMnlD';" r'I.,L:>;EO B). 'F.I ,.tPIF:: Fl~'l JrI::TIlU'E, c.IS NOPTH '-~E ",TP., .;UJ]E J]2, f,LU""'JW[A. \,~ 22j;~, M,C 'WT~A '\..l!~':' TF'''~: COIJI':[I ]r f.>1EF']CA, 6.llA, U,~EPPP]'CE U', MAD::ON, 'W] SJ:'lc9' FOF 'A,[T., PDAC-:l"; PFIUP T[ r,F'O~.Mj'IG _,_ ,UHCTlOW:, IjNl~~~ OTH'-f..',,'[:T INDI[ATlD. Tnp cH]RJ SIW.L HA\'[ Pf.,'Uf'~"'I\ M'AI~tllD <;l~IJ:TJRA_ PMiEL, :.NO BOT7[]" '~HO~~ ;:"ALl HA','E :. PPDF'[f<Ll ATlAI-"'[D ~]G]D :Eill',G ------tt----- & 1;1;>eTYP I': ., "'I~// II.' --'1L- o'!.- * 1/1 .rt--- ['r- " . ~~ .~ * OR ALPINE PIGGYBACK S?ECIAL PLATE AT FAC AT nc 24_0" -,-1 ,," I L -i 6:3.1.016 G:lcJ,017 ~. 8.:/7,0.1;:) RFF DATE DRWG -FNG PIGGYBACK --.--- 11, 1/06 - - PIGBACK[j1106 ------- DLJ IKAR \.....4.L,LEV TDl' c:;-.::.: _ ~ 1 1"\ _ '__ k_ TOP CHORD 2\4 SP #2 OR SP, pI H2 OR BETTER. BOT CHORD 2\:3(') OR 2\4 SP ,#2N OR SP, #1 OR Br:TTER WEBS 2X4 SP #:3 OR BETTER , :,\:1 MAY BC InPPED fROM A 2\C (PITCHI:D OR SQLARle) ** XI'TACH f:ACH VALLEY TO EVERY SUPPORTINC; TRUSS WITI-I- (2) lGd nO\ (013c,' \ 35') M[LS TOE:-NAlLf:D FOR SBC [10 MPH. ASCr: 7-9:1 110 ~IPII WI~D OR ASCE 7-9R. lm ASCE 7-02 1:]0 MpH WIND 15 Mr:AN HEIGHT. E!\CLOSED BlTILDI~G EXP. C. REC'IOI<:KTlAL. WIND TC DL~:3 P,W DEL\IL (NLESS SPECIFlE:Il ON f:,GINEER'S SLILED DESIGN APPLY 1\.1 'T DRACE. 80'; LENGTH OF Wr:TJ. VAUEY WEn. cAlif: SPCC[ES AND GRADE OR BETTCR ATTiICIIED WITH Bd nox (O[ I'J' \ 25") I\AILS AT G' OC. OR CONTlCil'Q\'S LITEf/AL Sf/ACI\G. EQVd.LY SPACCIl. rem vr.riT!nL VALLEY WEBS GREATER TILI\ 79' II\NI.II\'M VAI.LI:Y n:[iTICAL HEIGIIT IIAY \OT [':XCEI:1l 12'0' TOP CHO[m OF Tf/US.' BEI\E'\TH VALLEY SIT \IL~T BI: BRACED W[TH PIWPERLY ATTAC[[ED. PATED ,"HEATJI[\JGAP['Llm PRIO[, TO HLLEY TRL~, [NSTALlATION OR PLJRLl)JS AT 2"1" OC: 01< AS OTHERWISE SPJ::CIFIED ON ENCINEI';RS' ;-:'I';ALED OESte!\" OR BY VALLEY TlilScE.' (SED IN LlEl OF PI 'RLI~ SPK[NG .IS SPEC[FIED 0;'; ENG[NEERS' SEALED DES[G;'; ,.. NOTE THAT THE [TRLlN SPACING FOE BRACING THE TOP CHORD OF THE mll",; BENE,\TH THE VALLEY Ie' MEASURED ALO~G THE SLOPI': OF THE TO[' CIIORD. ~, LARGER SPAI\S MAY BE BUILT AS LO\JG AS THE VJ:RTlCAL HEIGHT DOE:" I\OT EXCF:f:D 12'0' BOTTOII CHORD IIA Y BE SQUARE OR PITC!lED CUT AS SHOWN ~./ ....." CUT Fl-?O\l 2X6 or~ ~__~ LARGER AS REQ'D 1-. J 4-0-0 MAX 1 2 MAX .1 1 2/ /;:\\~~:_::::'" W':JX4 . //>/ -. "<: -"JV2X4 '~'/:.,.c..:;/~_._-- -'-~___ I :\:3 :L ~O~~~ W1X:] . .8.' (\IAX SPACING) :.1 Wf)X4/S~I_,. ___~;<~3 M-- ~-- ~ ---------g---'-------:r- -~--M ------20-0- 0 MAX (! +)--- Sl:PPORTJ~G TRU:-:::SF.S AT 21" OC \L\XnW:'vf SP,\C]~G 12 12 MAX,: WI X3 ...::;// /,/:,.ftl :~\J 12 :-".II\X" WIX3 I. W1X:J ---+- ----,--- H-O-O MAX-'-1 /:;'1)>, //' II '/" PITCHED CUT . > \14X1: i . ">>: . BOTTOM CHORD II " VAllEY 6-0-0 . <',~V1X3 " , ~VIX3 itJ\I!\~ _S~:~(,I~(_;~~~:X4 -16-0~ 0 11'\\_ _----""IX3 .-1 . VALLEY '~(:ING I . I r. , TOE- .. /--/\'\~ ** ~., \'0'> ,4 * 1~ I~\""-U .~ '>,.'- ~S': 12 -I W2\1 W,I\4 SQUAHE ROTTO \1 VALLEY niT CHORD OPTIONAl, Sn'R END DETAIL 01''1'10;';.'11. HIP JOINT DETAIL '" .' : i 1'0~do~i'R;!'~ES l' l~'~' 1.:. . '11'1' 1.2.1" OC /,----7--- ji! Iii I :--._~, ,.! I e-\. 'A. Mf.'YI' .3'.:'.11. "~" ". I ~...:......~\ t-fl Q "'-I -'-- ~ ..---u .t;:.. ." I .t: tT I --1. . - l'O~III.O\HU.O"r.S.. i. P;lRTIAI. rRAMI\JG ~+- ~4T..KL Ol:_~-=T_ PLA\J ."1.10[) VALLEY DETAIL 11/:2/06 - . DRWc; VALTRUS31 j on - ---- -ENG ~lLH KM! 24 Permil# Permit Date COMcheck Software Version 3.2.1 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date: 09/06/06 Data filename: G:\R14\ACT1VE\CBDGROUP\east end eye southold\5-0B-06\com check.cck Section 1: Project Information Project Title: Proposed Office Building Construction Site: 46850 County Road 48 Southhold, NY 11971 Owner/Agent: Dr. Scott Sheren East End Eye Associates 19 Tanners Neck Lane Westhampton, NY 11977 631-765-0088 Designer/Contractor: Mr. Steve Fontana CBD Design & Construction Corp. 29 Central Avenue Hauppauge, NY 11788 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Vertical Glazing / Wall Area Pet.: Suffolk, New York 11b 5750 715 New Construction 11% Buildina TVDe Medical and Clinical Care Floor Area 2900 Section 3: Requirements Checklist Envelope PASSES Design 7% better than code Climate-Specific Requirements: Component Name/Description Gross Area or Perimeter Roof 1: All-Wood JoistlRaflerfT russ Exterior Wall Perimeter: Metal Frame, 16" o.C. All Windows: Wood Frame:Double Pane with Low-E, Clear, SHGC 0.29 All Doors: Glass, Clear, SHGC 0.25 Entire First Floor: Slab-On-Grade:Heated, Vertical 4 ft. 2900 2645 260 42 230 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: o 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. o 2. Windows, doors, and skylights certified as meeting leakage requirements. o 3. Component R~values & U-factors labeled as certified. o 4. Insulation 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. Proposed Office Building Page 1 of9 o 5. Fireplaces installed with tight fitting non-combustible fireplace doors. o 6. Stair, elevator shaff vents, and other dampers integral to the building envelope are equipped with motorized dampers o 7. Cargo doors and loading dock doors are weather sealed. o 8. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. o 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York. State Energy Conservation Construction Code requireme sin COM check Version 3.2.1 and to comply with the mandatory requirements in the Requirements Checklist. re attesting that to the best of his/her knowledge, e ith this Code. When a Registered Design Professional has stamped belief, and professional judgment, such plans or spe . ~~~ F~t-M Principal Envelope Designer-Name 9'TdQ Date Proposed Office Building Page 2 of 9 Permit # Permit Date COMcheck Software Version 3.2.1 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date: 09/06/06 Data filename: G:\R14\ACTrVE\CBDGROUP\east end eye southold\5-08-06\com check.cck Section 1: Project Information Project Title: Proposed Office Building Construction Site: 46850 County Road 48 Southhold, NY 11971 Owner/Agent: Dr. Scott Sheren East End Eye Associates 19 Tanners Neck Lane Westhampton, NY 11977 631-765-0088 Designer/Contractor: Mr. Steve Fontana CBD Design & Construction Corp. 29 Central Avenue Hauppauge, NY 11788 Section 2: General Information Building Use Description by: Project Type: New Construction Buildino Tvee Medical and Clinical Care Floor Area 2900 Section 3: Requirements Checklist Interior Lighting: o 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 4640 5331 NO o 2. Exit signs 5 Watts or less per side. Exterior Lighting: o 3. Efficacy greater than 45 lumenslW Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring: o 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. o 5. Master switch at entry to holel/mote! guest room. o 6. Individual dwelling units separately metered. o 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; Proposed Office Building Page30f9 An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas greater than 250 sq.ft. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. Photocell/astronomical time switch on exterior lights Exceptions: Lighting intended for 24 hour use. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires not on same switch. o 11. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2 08. 09. 010. Proposed Office Building Page 4 of 9 Permit # Permit Date COMcheck Software Version 3.2.1 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename: G:\R14\ACTIVE\CBDGROUP\east end eye southold\5-0B-06\com check.cck Section 1: Allowed Lighting Power Calculation A B C Floor Area Allowed Watts I ft2 2900 1.6 Total Allowed Watts = D Allowed Watts Medical and Clinical Care 4640 4640 Section 2: Actual Lighting Power Calculation A Fixture 10 ; Description I Lamp I Wattage Per Lamp I Ballast B Lampsl Fixture 3 1 C D # of Fixture Fixtures Watt. 36 96 25 75 Total Actual Watts = E (CXD) Linear Fluorescent Throughout 48" T8 32W I Electronic Incandescent Throughout: Incandescent 75W 3456 1875 5331 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 4640 Total Actual Watts = 5331 Project Compliance = -691 Llghtmg FAILS Design 150'0 \NorSe than code Proposed Office Building Page 5 of 9 Permit # Permit Date COMcheck Software Version 3.2.1 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date: 09/06/06 Data filename: G:\R14\ACTIVE\CBDGROUP\east end eye southold\5-08-06\com check.cck Section 1: Project Information Project Title: Proposed Office Building Construction Site: 46850 County Road 48 Southhold, NY 11971 Owner/Agent: Dr. Scott Sheren East End Eye Associates 19 Tanners Neck Lane Westhampton, NY 11977 631-765-0088 Designer/Contractor: Mr. Steve Fontana CBD Design & Construction Corp. 29 Central Avenue Hauppauge, NY 11788 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Suffolk, New York 11b 5750 715 New Construction Section 3: Mechanical Systems List Quantitv 1 1 1 1 System TVDe & DescriDtion HVAC System (Suite "A"): HVAC System (Suite "A") HVAC System (Suite "B"): HVAC System (Suite "B~) Water Heatings in Attic: Service Water Heater Water Heating in Attic: Service Water Heater Section 4: Requirements Checklist Requirements Specific To: HVAC System (Suite "A") : o 1. Newly purchased heating equipment meets the heating efficiency requirements o 2. Equipment minimum efficiency: Split System: 10.1 EER o 3. Integrated air economizer required Exception: Minimum cooling equipment efficiency: 11.4 EER Requirements Specific To: HVAC System (Suite "B"): o 1. Newly purchased heating equipment meets the heating efficiency requirements o 2. Equipment minimum efficiency: Split System: 10.0 SEER Requirements Specific To: Water Heatings in Attic: o 1. Heat traps in inleUoutlet fittings o 2. 1/2-in, insulation on 8 ft of inleUoutlet piping if no integral heat traps Proposed Office Building Page6of9 Requirements Specific To: Water Heating in Attic: o 1 Heat traps in inlet/outlet fittings o 2. 1/2-in. insulation on 8 ft of inleUoutlet piping if no integral heat traps Generic Requirements: Must be met by all systems to which the requirement is applicable: o 1. Load calculations per 2001 ASHRAE Fundamentals o 2. Plant equipment and system capacity no greater than needed to meet loads Exception: Standby equipment automatically off when primary system is operating Exception: Multiple units controlled to sequence operation as a function of load Minimum one temperature control device per system Minimum one humidity control device per installed humidification/dehumidification system Thermostatic controls has 5 degrees F deadband Exception: Thermostats requiring manual changeover between heating and cooling o 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 1 a-hour backup Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm Outside-air source for ventilation; system capable of reducing OSA to required minimum R.5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R.8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception: Ducts located within equipment Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. o 10. Ducts sealed . longitudinal seams on rigid ducts: transverse seams on all ducts: UL 181A or 181B tapes and mastics o 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment o 12. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigeranUbrine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 D 3. D 4. D 5. D 7. D 8. D 9. in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4 ft in length o 13. Operation and maintenance manual provided to building owner o 14. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State o 15. Newly purchased service water heating equipment meets the efficiency requirements o 16. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies o 17. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in thi specifications and other calculations submitted with this permit application. to meet the New York State Energy Conservation Construction Code req the mandatory requirements in the Requirements Ch kli ocument is consistent with the building plans, e proposed mechanical systems have been designed ents in COMcheck Version 3.2.1 and to comply with ~7E'" ~-At-l/iL Principal Mechanical Designer-Name "7'~ Date Proposed Office Building Page 7 of9 COMcheck Software Version 3.2.1 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data filename: G:\R14\ACTIVE\CBDGRQUP\east end eye SQuthold\5-08-06\com check.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate Requirements Specific To: HVAC System (Suite "A"): 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency: Split System: 10.1 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBtulh in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Exception: An economizer is not required because high-efficiency air-conditioning equipment has been specified. To qualify, the air conditioner must meet the following minimum efficiency: 11.4 EER Requirements Specific To: HVAC System (Suite "B") : 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency: Split System: 10.0 SEER Requirements Specific To: Water Heatings in Attic: 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a) the first 8 ft of outlet piping from any constant-temperature, noncirculating storage systemb) the inlet piping between the storage tank and a heat trap in a noncirculating storage system Pipe insulation must be at least 1/2 in. and have a conductivity no >0.28 Btu-in/(h-ft2-degrees F). Requirements Specific To: Water Heating in Attic: 1 Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a) the first 8 ft of outlet piping from any constant-temperature, noncirculating storage systemb) the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in. and have a conductivity no >0.28 Btu-in/(h-ft2-degrees F). Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases 3. Each heating or cooling system serving a single zone must have its own temperature control device. Proposed Office Building Page80f9 . 4. Each humidification system must have its own humidity control device. S Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature where no heating or cooling is provided). Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2whour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power, Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btulh) or less. 7. Outdoorwair supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor~air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-B when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-B insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 1818. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 112-in. nominal diameter 2 in. for pipes >1 112-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 112~in, nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 13, Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or tield-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems. in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 15. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spacti's served are not in use. Exceptions: - Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. Proposed Office Building Page 9 of 9