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A10 VAULTED CLG. _ A10 Al 1 8' CLG. —0- 35-0-0 aliffe"M :1 I AO AO AO A01 A01 AO TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HEfA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. —ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. * :• No 70658 - w V • ` 1004. STATE OF : w: .• <, OR a -- TRUSS LAYOUT — ELEVATION C 150 MPH w/WINDOW SEAT TRUSS LAYOUT — ELEVATION C — 150 MPH TAMPA CIVIL DESIGN ,,C D TAM A, i� JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non -bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q p 11, It is the client's responsibility to cooridinate delivery dates with truss 0- plant. Truss delivery will be on the agreed upon date with truss plant. Cl- 12. Client to provide a marked location for delivery. Location must be z accessible, level and clear of materials and debris. In lieu of this, W trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. cif Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 � Overhang 12"Enclosure Enclosed � O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Of W z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 0 8'-0" Brg. Hgt. 0 W U Cn CD All Bearina Heiahts Above Finished Floor s� Client :INLAND HOME BUILDING GROUP Project : o I Model: ROSEWOOD—C z F-- Z L`' J Lot/ Subdivision/Street Address U County Date Plan Date : 12-27-10 8-3-10 Scale NTS Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" = 1' w 11x17 PUBLACKPOINT 1/4" - 1' 22x34 ENABLED U Z 0 j- m OUJJ J J L''l--I�pZQ LL J J Q O W Z J r W Q J M W J m U LE O vl ❑❑❑❑❑ U Z w� o w w O Q w Of Och 0 J J Z Q Q Z z W 0 0 m V, Of 0 W C O N CD L O p o N � m T I- w CD o Z ` a o Q % oz _J Z Ir ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 MII 2 JSS PLI 150MPH