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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 />,��%tit a �18"'r <br />� rpY C •8,�, FV* <br />* :• No 70858 <br />- <br />•• STATE OF (U <br />'N A1- �. <br />3tit7\kI <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70M <br />I 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 />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 />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />SEALED FOR STRUCTURE ONLY <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 />—bearing wall locations and heights. heights, bearing &von <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 AHU 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 20 or 2x6, 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 BCSI—B1 Summary Sheet. Prior to erecting trusses <br />refer to sealed truss enginering sheets for additional important info. <br />J <br />Q <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 />12. Client to provide a marked location for delivery. Location must be <br />�— accessible, level and clear of materials and debris. In lieu of this, <br />z <br />w trusses will be delivered in the best available location at our driver's <br />U 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 that you have reviewed this placement plan <br />in its Entirety. <br />Approved By <br />Approval Date <br />Requested Delivery Date <br />Loading: REFER TO ENGINEERED TRUSS DRAWINGS <br />T.C. Pitch 6 / 12 Wind Code <br />B.C. Pitch : 2 / 12 Design Method ` <br />T.C. Size 2 x 4 C' <br />Wind Speed JG' <br />w Heel Hgt. 0-4-3 <br />1-- <br />Mean Hgt. <br />Bearing 8" NOM. Building Cat. <br />Cantilever 0 <br />z Importance Factor <br />wOverhang 12" Enclosure 4� <br />o O.H. Cut PLUMB Enclosure Lanai <br />Spacing 24" O.C. 19, <br />Enclosure Entry <br />Lumber SYP <br />o- <br />w <br />CD <br />z <br />0 8'-8" Brg. Hgt. <br />w <br />-J <br />W <br />2 <br />U <br />6 <br />� <br />All <br />Bea <br />hts Above Finished Floor <br />Client :INLAND HOME BUILDING GROUP <br />Project <br />Model: VINOY — 2082 — ELEVATION A & B <br />o I Lot/ Subdivision/Street Address <br />z <br />w <br />J County <br />CD <br />SCALE: \ <br />1/8" - T • 11x17 B LA <br />1/4" — 1' w 22x34 <br />0 <br />Z <br />Q <br />0 <br />);=OUJJ <br />m <br />J <br />J <br />J <br />J <br />Q <br />C) <br />> <br />W <br />p <br />Z <br />Q <br />m0u.Oj <br />W <br />O <br />J <br />(t <br />W <br />J <br />❑❑❑❑❑ <br />U <br />Z <br />_ <br />a <br />o <br />Cr <br />w <br />O <br />w <br />o' <br />V <br />c� <br />v <br />J <br />J <br />Z <br />Q <br />Q <br />U <br />z <br />m <br />O <br />0 <br />0 <br />of <br />Z <br />�_ z <br />O <br />� <br />N � <br />2 <br />/ <br />m <br />~w <br />0 <br />Z�Z <br />Q <br />/% <br />z <br />1 <br />Z <br />0 <br />ISSUE DATE <br />JANUARY 2008 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />01116113 <br />04/23/12 <br />05111111 <br />12131110 <br />SHEET <br />TA1 <br />USS PLAN ELEV A <br />— 140-150MPH <br />