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FA <br />c <br />I <br />LC <br />50-0-0 <br />14-0-0 <br />U-) U r7 <br />�Ss U U W w W U <br />36-0-0 <br />C <br />0Io <br />C1 <br />C3 <br />C1 0 <br />I <br />C3CD <br />7-0-0 <br />MGT <br />—\ <br />U CUB U <br />CI <br />�1 <br />B01 <br />B02 SIMPSON \MGT--�SIMPSON <br />D <br />C00 <br />C1 <br />C3 <br />C5 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />77 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7�;� <br />C5 <br />C3 <br />C1 <br />M <br />to <br />C1 <br />C3 <br />C5 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />77 CD <br />E7 000 <br />CN <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />C5 <br />C3 <br />C1 <br />�I <br />0 <br />I <br />n <br />0 <br />¢ <br />0 <br />¢ <br />0 0 <br />¢ ¢ <br />TIE BEAM <br />T 9'-4" <br />P Q <br />C3B <br />0 <br />¢ <br />0 <br />¢ <br />0 <br />¢ <br />0 <br />¢ <br />0 <br />¢ <br />TIE BEAM <br />0 <br />¢ <br />0 <br />¢ <br />NTEL ® <br />0 <br />¢ <br />LEV B <br />0 <br />¢ <br />0 <br />¢ <br />N <br />o <br />¢ <br />V12 <br />I <br />V8 <br />V4 <br />I <br />t <br />7-0-0 <br />J <br />N <br />0 <br />4 <br />AT 9'-4" <br />F a <br />B <br />CO1 <br />I <br />C1 <br />w <br />7-0-0 <br />\\\—SIMPSON MGT I <br />TIE BWC TIE BEAM <br />AT 9'-4 AT 11'-4" <br />22-0-0 <br />JLILLINTEL ®E EV A 'Ss SIMPSON MGT <br />11-4-0 TIE BEAM TIE BEAM <br />AT 11'-4" AT 9'-4" <br />7-4-0 20-8-0 <br />50-0-0 <br />ALWAYS set trusses per the layout and drawings that accompanies the trusses at delivery. <br />TRUSS LAYOUT - ELEVATIONS A <br />x <br />7-0-0 <br />1 <br />TRUSS CONNECTOR INFORMATION: (UNLESS NOTED <br />OTHERWISE) <br />—ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON <br />HTS20 W/ (2) 16D COMMON TOENAILS. <br />—ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON <br />HETA20. <br />—ALL TAGGED CONNECTORS REFER TO THE CONNECTOR <br />SCHEDULE ON SHEET S1. <br />—CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR <br />SCHEDULE ON THE "S" SHEETS. <br />—IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR <br />COMPONENT, THEY SHALL REQUEST CLARIFICATION IN <br />WRITING BEFORE INSTALLING ITEM IN QUESTION. <br />—CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS <br />INSTALLED INCORRECTLY. <br />— ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE <br />ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED <br />BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL <br />HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR <br />PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY <br />OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS <br />MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER <br />TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF <br />RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD <br />FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS <br />PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS <br />MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND <br />TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A <br />FLORIDA REGISTERED PROFESSIONAL ENGINEER. <br />ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE <br />RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS <br />ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND <br />AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE <br />COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE <br />CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED <br />ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED <br />SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT <br />TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO <br />MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD <br />HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS <br />MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION <br />HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT <br />COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO <br />ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING <br />THE MOST RECENT TPI CRITERIA. TRUSSES TO BE <br />HANDLED AND INSTALLED USING MOST RECENT HIB <br />RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING <br />SHALL BE PER MOST RECENT HIB RECOMMENDATIONS <br />UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE <br />REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE <br />FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL <br />COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND <br />UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. <br />UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW <br />LETTER INDICATING ANY CHANGE IN STRAPPING OR <br />SUPPORT BASED ON THAT REVIEW. CONSTRUCTION <br />COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO <br />MODIFICATION BASED ON REVIEW LETTER. <br />4408 Airport Rd. Plant City,Fl 33567 <br />Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 <br />1. Client to review overall placement plan including dimensions, roof and <br />ceiling conditions, top chord size, overhang / cantilever lengths,heel <br />heights, bearing & non —bearing wall locations and heights. <br />2. Client to review entry and / or other conditions that require centering <br />of peaks, overhangs or cantilevers to ensure proper truss design. <br />3. Client to review MU conditions such as, hung from ceiling, recessed <br />into ceiling or attic mounted. It is the client's responsibility to inform <br />truss plant of locations, size, and weights. <br />4. Client to review special conditions; such as beam loads, dropped soffit <br />bads and skylite locations to ensure proper truss design / placement. <br />5. Ceiling drops and valleys not shown are to be field framed by client. <br />6. Hip and corner jacks not cut are to be cut in the field by others. <br />7. Overhangs are 2x4 or 26, no blocking is applied. <br />8. Overhangs are considered wild, cut to fit in field. <br />9• Temporary or permanent bracing is not included in truss package. <br />10. Erect trusses per SCSI—B1 Summary Sheet. Prior to erecting trusses <br />refer to sealed truss enginering sheets for additional important info. <br />0 11. It is the client's responsibility to cooridinate delivery dates with truss <br />a plant. Truss delivery will be on the agreed upon date with truss plant. <br />a 12. Client to provide a marked location for delivery. Location must be <br />z accessible, level and clear of materials and debris. In lieu of this, <br />w trusses will be delivered in the best ovoiloble location at our drivers <br />discretion. No charges will be accepted if above criteria is not met. <br />13. All truss repairs must be coordinated thru the truss plant. Do Not Cut <br />Any Trusses before contacting truss plant with specifics of problem. <br />14. No tack charges or crone charges of any kind will be accepted unless <br />specifically approved in writing by truss plant management. <br />15. Note: One approved layout must be returned to truss plant before <br />fabrication / scheduling. <br />16. +*• Upon signing you agree that you have reviewed this placement plop <br />in its Entirety. <br />Approved By : <br />Approval Date : <br />Requested Delivery Date <br />Loading: <br />37 PSF, Shingle ; 20 TCLL, 7 TCDL, 0 BCU, <br />10 BCDL DOL=1.25 <br />T.C. Pitch <br />:6.0 / 12 <br />Wind Code <br />MWFRS / ASCE 7-10 <br />B.C. Pitch <br />0 / 12 <br />Design Method <br />FBC-2010 / TPI-2007 <br />T.C. Size <br />2 x 4 <br />Wind Speed <br />150 mph / Exp. C <br />Heel Hgt. <br />0-4-3 <br />Mean HgL <br />15' Min. <br />U <br />Bearing <br />8' NOW <br />Building Cat. <br />II <br />Cantilever <br />0 <br />Importance Factor <br />1.00 <br />� <br />Overhang <br />12' <br />Enclosure <br />Enclosed <br />O.H. Cut <br />PLUMB <br />Enclosure Lanai <br />Portally Enclosed <br />Spacing <br />24' O.C. <br />Enclosure Entry <br />Partially Enclosed <br />Lumber <br />SYP <br />HTU26 = Typ. Single Ply Roof Truss <br />W <br />W <br />U <br />U <br />rn <br />R <br />0 9'-4' Brg. Hgt. <br />® 11'-4' Brg. Hgt. <br />Above Finished Floor <br />Client : INLAND HOME BUILDING GROUP <br />Project : <br />Model: HAUFAX-1677 ELEVATION A & B <br />Lot/ Subdivision/Street Address : <br />County <br />Date : 12-13-10 Scale NTS <br />Plan Date 10-23-10 Drawn By <br />Sheet # 1 of 1 1 Probuild Job <br />,�IIII11111 <br />7 <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER 8 70658 <br />1 HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />W17H SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />THE ENGINEER HAS NOT REVIEWED <br />THE PRE—ENGINEERED TRUSS MANUF. <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />4-.T <br />AFTER TRUSS LOAD INFORMA77ON IS <br />SUPPLIED TO THE ENGINEER. <br />Cdo �New SEALED FOR STRUCTURE ONLY <br />`S/CN .••� o '•JICCI111 �Gt <br />1/8' -1' • 11x17 <br />1/4' -1' • 22x34 <br />/ BLACKPOINT <br />ENABLED <br />Z <br />Q <br />J <br />0 <br />m <br />0LL <br />J <br />U <br />J <br />� <br />J <br />a:Z <br />� <br />m <br />W <br />U <br />� <br />O <br />J <br />� <br />U <br />Z <br />n -• <br />I.a� <br />w <br />� <br />w <br />N <br />O <br />LA <br />D: <br />�_ <br />♦� <br />V <br />(9 <br />x <br />W <br />J <br />J <br />Z <br />Q <br />QU <br />LL <br />Z <br />0 <br />O <br />Cr <br />W <br />W <br />N Z <br />O <br />Mir <br />o0 <br />NM <br />m <br />2 <br />� w <br />�_ <br />Of <br />Z <br />Q <br />% <br />a-Z <br />05 <br />_I <br />Z <br />O <br />ISSUE DATE <br />SEPTEMBER 2010 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />SHEET <br />T2 <br />TRUSS PLAN <br />