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I <br />I0 <br />p <br />onowl <br />�Ss U U W W W U <br />k <br />36-0-0 <br />o <br />O <br />I <br />C10 <br />C1 <br />C3 <br />C1 O <br />O <br />C3 <br />7-0-0 <br />SIMPSON MGT <br />-\ <br />O <br />I <br />B01 <br />B02 SIMPSON MGT <br />r7 <br />Lr) <br />(Z) <br />I <br />00 <br />N <br />C1 <br />C3 <br />C5 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />C5 <br />C3 <br />0 <br />Q <br />0 <br />Q <br />o <br />Q CD <br />TIE BEAM <br />T 9'-4" <br />C3B <br />co <br />Q <br />o <br />Q <br />CD <br />Q <br />C) <br />Q <br />0 <br />�C <br />TIE BEAM <br />0 <br />Q <br />0 <br />Q <br />NTEL (� <br />0 <br />Q <br />BC1J�LEV <br />0 <br />Q <br />0 <br />Q <br />C'4 <br />o <br />Q <br />C1 <br />C3 <br />C5 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 00 <br />E7 <br />CN <br />d' <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />E7 <br />C5 <br />C3 <br />c1 <br />0 <br />� <br />V12 <br />I <br />V8 <br />I <br />I <br />7-0-0 <br />J <br />CV <br />0 <br />4 <br />AT 9'-4" <br />B <br />vu <br />C01 <br />C1- <br />W <br />� W <br />ekWZ6A601_ <br />- <br />7-0-0 <br />\\-SIMPSON MGT h <br />TIE BEA TIE BEAM 1 <br />AT 9'-4 AT 11'-4" <br />22-0-0 <br />LINTEL 0 EL 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 />LEVATIONS A & B & C - 140MPH <br />7-0-0 <br />i <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,FI 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 />Nights, bearing do 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 />loads 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 24, no blocking is applied. <br />B. 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 BCSI—B1 Summary Sheet. Prior to erecting trusses <br />refer to sealed truss enginering sheets for additional important info. <br />p 11. k 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 />4 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 available location at our driver s <br />c=� 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 back charges or crane 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 thgt you have reviewed this placement plan <br />in its Entirety. <br />Approved By <br />Approval Date <br />Requested Delivery Date <br />Loading: 37 PSF, Shingle ; 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 <br />T.C. Pitch :6.0 / 12 Wind Code MWFRS / ASCE 7-10 <br />B.C. Pitch 0 / 12 Design Method FBC-2010 / TPI-2007 <br />¢ T.C. Size 2 x 4 Wind Spy 140 mph / Exp. C <br />Heel Hgt. 0-4-3 Mean Hgt. 15' Min. <br />v Bearing 8" NOM. Building Cat. II <br />Cantilever 0 Importance Factor 1.00 <br />w Overhang 12" Enclosure Enclosed <br />o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed <br />Spacing 24" O.C. Enclosure Entry Partially Enclosed <br />Lumber SYP <br />HTU26 = Typ. Single Ply Roof Truss <br />W <br />a <br />S <br />0 9'-4" Brg. Hgt. <br />® 11'-4' Brg. Hgt <br />a <br />c� <br />V) <br />0 <br />All Bearinq Heights Above finished Floor <br />Client : INLAND HOME BUILDING GROUP <br />Project : <br />Model: HALIFAX-1677 ELEVATION A & B <br />z I 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 />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70650 <br />1 HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDEN TIAL. <br />THE ENGINEER HAS NOT REVIEWED <br />����� ••..... • C ♦ THE PRE—ENGINEERED TRUSS MANUF. <br />•�\G E �� LAYOUT TO DETERMINE ANY LOAD <br />,BEARING CONDITIONS AND RESERVES <br />k ; N 58 -:.THE RIGHT TO MAKE ANY CHANGES <br />*AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />•13 <br />0,� <br />�OR1�P.` <br />SS�Q .... • ��G SEALED FOR STRUCTURE ONLY <br />1/8w ®1' • 11x17 BLACKPOINT <br />1/4" - 1' • 22x34 ENABLED <br />Z <br />Q <br />J <br />a: <br />IL <br />Q <br />0 <br />Z <br />j-OUJJ <br />m <br />� <br />J <br />J <br />J <br />o-JQg> <br />W <br />< <br />p <br />Q <br />Z <br />Q <br />U <br />LL <br />O <br />W <br />J <br />00000 <br />U <br />Z <br />I <br />0 <br />w <br />w <br />O <br />w <br />0_ <br />V) <br />♦� <br />V <br />C� <br />J <br />Z <br />� <br />¢ <br />J <br />U. <br />Z <br />M <br />J <br />W <br />Q <br />O <br />= <br />0 o <br />CV <br />m <br />_ <br />� w <br />r <br />Z <br />Q <br />` <br />d z <br />C z <br />J <br />Z <br />If# <br />0 <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 />T 1 <br />TRUSS PLAN <br />