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CAUTION!!! <br />40-00-00 <br />i <br />2-0 <br />-00 <br />Al <br />f <br />2-00-00 <br />2-0 <br />-00 <br />A9- <br />�IAULTI;?.GLG <br />2:12 . <br />2-00-00 <br />AS <br />s <br />2-00-00 <br />O <br />2-00-00 <br />f� <br />L <br />° <br />2-00-00 <br />A5 <br />Y <br />- <br />- <br />2-0 <br />-00 <br />VAU,JE CLG . <br />2-00-00 <br />=..._ 2.1 <br />- <br />A2 <br />2-0 <br />-00 <br />o <br />r <br />A2 <br />- <br />2-00-00 <br />- <br />-, <br />� <br />I <br />2-00-00 <br />t� <br />2-00-00 <br />�I <br />. <br />�000 <br />A2 <br />ca <br />. <br />1-0 <br />—00 <br />, <br />A2 <br />-am=2==z=m==m=- <br />.1 <br />- <br />IKUI <br />2-00-00 <br />A2 <br />1-0 <br />-08 <br />- <br />�`�`,� <br />8'-0" CLG HGT <br />1"-0 <br />-08 <br />5-00-00 <br />A2 <br />F-0Y'ER <br />F�2-00-00 VR .LTEd <br />r-4- <br />CLG� <br />A2 <br />\-12 <br />I <br />I Q I <br />2-00-00 <br />A2 <br />t <br />3 <br />Al <br />> <br />C3 <br />2 <br />j <br />8'-0" CLG HGT <br />i <br />1 <br />¢ <br />E3 <br />B2 <br />C� <br />d <br />E3 <br />C <br />B l <br />¢ <br />00— <br />3 <br />N <br />1 <br />` 2 <br />D2 <br />8`-0" <br />CLG HGT <br />Q. <br />E3 <br />j <br />D2 <br />d <br />E3 <br />D2 <br />C1 <br />I <br />D 1 <br />. <br />11-00-00 <br />9-00-00 <br />20-00-00 <br />5-00-00 <br />45-00-00 <br />Hatch Legend <br />[------,.]VAULTED <br />CLG <br />2/12 <br />ELEVATION "A" ROOF FRAMING - 2 1/2 CAR GARAGE - 140-150 MPH <br />1/411" = 1'-011 <br />TAMPA CIVIL DESIGN <br />5289 EHRLICH ROAD <br />TAMPA, FL 33624 <br />(813) 960-5685 PHONE <br />(813) 482-9128 FAX <br />JEREMY COUCH, P. E. <br />PROFESSIONAL ENGINEER # 70658 <br />l HEREBY CERTIFY THAT f HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />MTN SECTION R301 OF THE 2010 <br />fLGIRIDA BWLDING CODE <br />RESM7IAL <br />THE ENGINEER HAS NOT REVIEW@ <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 ONL Y <br />TRUSS CONNECTOR INFORMATION: (UNLESS NOTED <br />OTHERWISE) <br />-ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON <br />H7S20 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 *V 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 PROVKING A FINAL SEALER <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 REVIE"VIIED 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 70 BE DESIGNER 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 ABJECT TO <br />MODIFICATION BASED ON REVIEW LETTER. <br />SIMPSON CONNECTOR SCHEDULE <br />ROOF TRUSS <br />FLOOR TRUSS <br />QTY <br />10 <br />MODEL ROOF <br />UPLIFT SYMBOL <br />QTY In <br />MODEL <br />FLOOR <br />UPLIFT SYMBOL <br />0 <br />A' <br />LUS24 895 <br />490 <br />0 <br />A <br />HTU26 <br />2940 <br />1555 <br />0 <br />C <br />HTU26-2 <br />2940 <br />2175 <br />10 <br />A <br />HTU26 3600 <br />1555 µ <br />0 <br />E <br />HGUS26-2 <br />4355 <br />2155 <br />0 <br />8 <br />HTU28 4680 <br />2140 <br />0 <br />G <br />HGUS26-3 <br />4355 <br />2165 <br />0 <br />C <br />HTU26-2 3600 <br />217E .. <br />0 <br />J <br />HGUS210-4 <br />9100 <br />4095 <br />0 <br />0 <br />HTU28-2 4680 <br />348E .E> <br />0 <br />L <br />HHUS46 <br />2790 <br />1550 <br />0 <br />E <br />HGUS26-2 5320 <br />2155 € <br />0 <br />M <br />THA422 <br />3695 <br />1855 st <br />0 <br />F <br />HGUS28-2 74G0 <br />3235 ,.r <br />0 <br />N <br />THAC422 <br />Ii65 <br />535 '� <br />0 <br />G <br />HGUS26-3 5230 <br />2155 <br />0 <br />O <br />THA426 <br />4550 <br />1865 <br />0 <br />H <br />HGUS28-3 7460 <br />3235 Fr <br />P <br />SPECIAL <br />0 <br />J <br />HGUS210-4 9100 <br />4095 <br />ACCESSORIES <br />K <br />SPECIAL <br />Sac& NAIL ON PLATES <br />ACCESSORIES <br />SEAT <br />PLATES <br />3x8 NAIL ON PLATES <br />SCREWS <br />aOLTs <br />58 <br />SEAT PLATES <br />QTY <br />MODEL <br />QTY <br />MODEL <br />SCREWS <br />BOLTS <br />SOS 114" x 3" <br />112° x 8' CARR. BOLTS <br />QTY <br />MODEL <br />QTY MODEL <br />SOS 114" x 4-1/2" <br />V2" WASHERS <br />SIDS 14' x 3" <br />112" x 8" CARR. BOLTS <br />SOS 1,14" x 6' <br />112 NUTS <br />SIDS 114" x 4-112" <br />112" WASHERS <br />A,':- <br />.HTU26 <br />C ` <br />c° HTU26-2 <br />L ` HHUS46 <br />SOS 114" x 6" <br />112" NUTS <br />1 PLY TYP. <br />) 2 PLY TYP. FLOOR TYP. <br />MISCELLANEOUS <br />ROOF TRUSS <br />QTY MODEL <br />FLOOR TRUSS <br />QTY MODEL <br />VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL <br />SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER <br />MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 <br />ENCLOSED <br />EXPOSURE CATEGORY C <br />OCCUPANCY CATEGORY II <br />WIND LOAD 150 MPH <br />WIND IMPORTANCE FACTOR 1.00 <br />`TRUSSES HAVE BEEN DESIGNED FOR A ID.4 PSF BOTTOM CHORD LINE LOAD <br />NONCONCURRENT WITH ANY OTHER LIVE LOADS <br />ROOF LOADING <br />TCLL: <br />20 <br />PSF <br />TCDL: <br />7 <br />PSF <br />BCfDL: <br />10 <br />PSF <br />TOTAL: <br />37 <br />PSF <br />DURATION: <br />1.2 <br />TCLL: <br />40 <br />PSF <br />TCDL: <br />10 <br />PSF <br />BCDL: <br />PSF <br />TOTAL: <br />55 <br />PSF <br />DURATION: <br />1.00 <br />DO NOT ATTEMPT TO ERE <br />TRUSSES WITHOUT REFERRING T <br />THE ENGINEERING DRAWINGS AN <br />ESCI-81 SUMMARY SHEETS. <br />ALL PERMANENT BRACING MUST B <br />IN PLACE PRIOR TO LOADIN <br />TRUSSES. (ie. SHEATHIN <br />SHINGLES, ETC.) <br />ALL INTERIOR BEARING WALL <br />MUST BE IN PLACE PRIOR T <br />INSTALLING TRUSSES. <br />REFER TO FINAL ENGINEERIN <br />SHEETS FOR THE FOLLOWING, <br />1) NUMBER OF GIRDER PLIES AN <br />NAILING SCHEDULE. <br />2) BEARING BLOCK REQUIREMENT <br />3) SCAB DETAILS (IF REQUIRED) <br />4) UPLIFT AND GRAVITY REACTION <br />WARNING <br />Backchargea Will Not Be Accepted <br />Regardless of Fault Without Prior <br />Notification By Customer Within 48 <br />Hours And Investigation By <br />ProBuild. <br />NO EXCEPTIONS. <br />The General Contractor Is Responsib <br />For All Connections Other Than Tru <br />to Truss, Cable Shear Wall, And <br />Connections. Temporary and <br />Permanent Bracing, And Ceiling An <br />Roof Diaphragm Connections. <br />ROOF PITCH: 6/12 <br />CEILING PITCH: 2/12 <br />TOP CHORD SIZE: 2 X 4 <br />BOTTOM CHORD SIZE: 2 X 4 <br />OVERHANG LENGTH: 12" <br />END CUT: PLUMB <br />CANTILEVER: N/A <br />TRUSS SPACING: 24" <br />BUILDING CODE: FBC20'10 <br />BEARING HEIGHT SCHEDULE <br />BUILDER: <br />INLAND HOMEBUILDING <br />PROJECT: ELEVATION A <br />MODEL: CONCORD II A EX <br />GARAGE <br />ADDRESS: <br />LOT /BLOCK: - <br />SUBDIVISION: INLAND <br />HOMEBUILDINGS <br />CITY: PLANT CITY <br />DRAWN BY: Jorge Paredes <br />JOB # : - <br />DATE: 3/18/13 SCALE: 114"=1'_ <br />PLAN DATE: 8/1/2008 <br />REVISIONS: <br />1. <br />2. <br />3. <br />4. <br />IMPORTANT <br />This Drawing Must Be Approved And <br />Returned Before Fabrication Will <br />Begin. For Your Protection Check. All <br />Dimensions And Conditions Prior To <br />Approval Of Plan. �.�`� N1Y Cp' <br />SIGNATURE BELOW INDICATES ,rLQ`E"'sF <br />NOTES AND DIMENSIONS HA1l <br />BEEN ACCEPTED. No 706fr8 <br />BY_T��- <br />Requested Delivery Date: _- <br />F <br />A a <br />08 Airport Road <br />et City, FL 33563 <br />'6. (813) 305-1300 <br />aX (813) 305-1301 <br />u„a <br />CT <br />O <br />D <br />E <br />G <br />S <br />O <br />G <br />D C) <br />o <br />s. CU <br />U <br />— a <br />CL co <br />S. � <br />V) a <br />0 <br />-4-0 <br />O <br />J <br />le <br />sS <br />J <br />d J <br />O <br />Z <br />— Z <br />Q J <br />.. U U p U <br />i-z_? 0LLJ <br />m Q T 0 <br />Q W <br />W O M z <br />H F <br />— z 3 W Ir <br />m W z U <br />DIII 7 � <br />❑❑❑❑❑ <br />U <br />Z 0 o <br />0 Lij <br />> <br />Ow <br />O L0 <br />N w <br />Cr W1 <br />I <br />Z Q Q <br />J Z <br />S 5 Q0 <br />0 <br />w J U �z <br />7 00 <br />T = `� <br />� W <br />� O <br />o U <br />�o <br />D- Z <br />Q O Z <br />U <br />Zgul <br />ISSUE DATE <br />0�� AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />SHEET <br />TA <br />TRUSS ELEV A <br />