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C <br />C <br />r <br />C <br />U <br />tin nn nf1 <br />ELEVATION "B" ROOF FRAMING 140-150 MPH <br />1 /411 " 1 1-011 <br />Hatch Leqend <br />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 M 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 Y 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 />11TOTOTMifffhoURP <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 M AVAILABILITY <br />OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS <br />MANUFACTURER SHALL CONTROL CHANGES MADE AFTER <br />TRUSS ENGINEERING HAS BEEN PROVIDED M 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 />RESPONSIBIUTY OF THE TRUSS MANUFACTURER. THE TRUSS <br />ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND <br />AS SUCH, IS RESPONSIBLE FOR THE VAUDITY 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 />UPUFT 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 LET MR. <br />R) M��M� R� <br />FLOOR TRUSS <br />QTY ID <br />MODEL <br />ROOF <br />UPLIFT SYMBOL <br />QTY ID MODEL <br />FLOOR <br />UPLIFT SYMBOL <br />0 <br />A* <br />LUS24 <br />895 <br />490 A <br />0 <br />A HTU26 <br />2940 <br />1555 <br />0 <br />C HTU26-2 <br />2940 <br />2175 c <br />0 <br />A <br />HTU26 <br />3600 <br />1555 ,A <br />0 <br />E HGUS6-2 <br />4355 <br />2155 <br />0 <br />B <br />HTU28 <br />4680 <br />2140 <br />0 <br />G HGUS26-3 <br />4355 <br />2155 G <br />0 <br />C <br />HTU26-2 <br />3600 <br />2175 <br />0 <br />J HGUS210-4 <br />9100 <br />4095 A <br />0 <br />D <br />HTU28-2 <br />4680 <br />3485 D <br />0 <br />L HHUS46 <br />270 <br />1550 <br />0 <br />E <br />HGUS26-2 <br />5320 <br />2155 -L <br />0 <br />M THA422 <br />3695 <br />1855 <br />0 <br />F <br />HGU,S28-2 <br />7460 <br />3235 F <br />0 <br />N THAC422 <br />665 <br />535 •N <br />0 <br />G <br />HGUS26-3 <br />5230 <br />215 <br />0 <br />O THA426 <br />4550 <br />1855 <br />0 <br />H <br />HGUS28-3 <br />7460 <br />3235 H <br />P SPECIAL <br />0 <br />J <br />HGUS210-4 <br />9100 <br />4095 J <br />ACCESSORIES <br />K <br />SPECIAL <br />3x8 NAIL ON PLATES <br />ACCESSORIES <br />SEAT PLATES <br />3x8 FAIL ON PLATES <br />SCREWS <br />BOLTS <br />58 <br />SEAT PLATES <br />QTY <br />MODEL <br />QTY <br />MODEL <br />SCREWS <br />BOLTS <br />SDS 1/4" x 3" <br />112" x 8" CARR. BOLTS <br />QTY <br />MODEL <br />QTY MODEL <br />SDS 114" x 4-112" <br />112"° WASHERS <br />SDS 1/4" x 3" <br />112" x 8" CARR, BOLTS <br />SDS 114" x 6" <br />1/2" NUTS <br />SDS 114" x 4-1i2"' <br />112" WASHERS <br />A •:;; <br />;; HTU26 C ;: <br />:; HTU26-2 <br />L HHUS46 <br />SDS 114" x 6" <br />112" NUTS <br />1 PLY TYP, <br />'2 PLY TYP. FLOOR TYP. <br />MISCELLANEOUS <br />ROOF TRUSS 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 It <br />WIND LOAD 160 MPH <br />WIND IMPORTANCE FACTOR 1.00 <br />TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD <br />NONCONCURRENT WITH ANY OTHER LIVE LOADS <br />TCLL: <br />20 <br />PSF <br />TCDL: <br />7 <br />PSF <br />BCDL: <br />10 <br />PSF <br />TOTAL: <br />37 <br />PSF <br />DURATION: <br />1.25 <br />TCLL: <br />40 <br />PSF <br />TCDL: <br />10 <br />PSF <br />BCDL: <br />5 <br />PSF <br />TOTAL: <br />55 <br />PSF <br />DURATION: <br />1.00 <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 />1 HEREBY CER71FY THAT I HAVE <br />REVIEVIED THE ATTACHED DESIGN. <br />AND FMB IT TO BE IN COMPUANCE <br />INTH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE: <br />RESIM77AL <br />THE ENGINEER HAS NOT REVIEMED <br />THE PRE—ENGINEERED TRUSS MANUF, <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING COND17YONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD MIFORMA TION IS <br />SUPPLIED TO THE EN INEEI?. <br />SEALED FOR STRUCTURE ONL Y <br />CAUTION!!! <br />DO NOT ATTEMPT TO ERECT <br />TRUSSES WITHOUT REFERRING TO <br />THE ENGINEERING DRAWINGS AND <br />BSCI-B1 SUMMARY SHEETS. <br />ALL PERMANENT BRACING MUST BE <br />IN PLACE PRIOR TO LOADING <br />TRUSSES. (ie. SHEATHING, <br />SHINGLES, ETC.) <br />ALL INTERIOR BEARING WALLS <br />MUST BE IN PLACE PRIOR TO <br />INSTALLING TRUSSES. <br />REFER TO FINAL ENGINEERING <br />SHEETS FOR THE FOLLOWING. <br />1) NUMBER OF GIRDER PLIES AND <br />NAILING SCHEDULE. <br />2) BEARING BLOCK REQUIREMENTS. <br />3) SCAB DETAILS (IF REQUIRED) <br />4) UPLIFT AND GRAVITY REACTIONS <br />WARNING <br />Backcharges WWII 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 Responsbif <br />For All Connections Other Than Truss <br />to Truss, Gable Shear Wall, And <br />Connections. Temporary and <br />Permanent Bracing, And Ceiling And <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: FBC2010 <br />BEARING HEIGHT SCHEDULE <br />BUILDER: <br />INLAND <br />IM D <br />MODEL: CONCORD II <br />ELEVATION B <br />ADDRESS: 12345 MAIN STREET <br />LOT / BLOCK: 100 / 100 <br />SUBDIVISION: <br />CITY: <br />DRAWN BY: <br />JOB # : <br />DATE: 03/06/13 <br />REBECA ACEVEDO <br />48612969 <br />SCALE.: 1 /4"=1'-D' <br />PLAN DATE: 08/01/2008 <br />REVISIONS: <br />1. <br />2. <br />3. <br />4. <br />IMPORTANT 111111110) <br />This Drawing Must Be Approvq C E N . <br />Returned Before Fabricatiop I <br />Begin. For Your Protection QhArlo 70 <br />Dimensions And Conditions33riir To <br />Approval Of Plan. --a : • ct <br />SIGNATURE BELOW INDICAT-AL$TATE OF -"W <br />NOTES AND DIMENSIONS p 'N� <br />BEEN ACCEPTED. <br />BY ---- —------ ------ Date_e _ 'NV <br />1 <br />Requested Delivery Date: <br />4408 Airport Road <br />Plant City, FL 33563 <br />Ph. (813) 305-1300 <br />Fax (813) 305-1301 <br />f <br />0 <br />FL _o <br />L <br />.-a <br />o <br />CU O <br />-1-a <br />o <br />.J <br />J <br />J <br />Z 10 <br />Z <br />o Q J <br />U U <br />i'- z Z 0 <br />LL <br />m��LL0U6 <br />W Q Q Q W W <br />�z <br />�°C� <br />Z _ <br />00 W Z U oQ.. <br />m = 2 2 ) -5 <br />❑❑❑❑❑ <br />0 <br />z 0 o <br />IL o > <br />O V) <br />w <br />w <br />o LN <br />� I <br />a <br />r — <br />J <br />Z Q Q <br />QU <br />J �� <br />O ch <br />a <br />mCD <br />J CD <br />W (tJ) � z <br />Z o0 <br />N � <br />= O <br />W <br />Z :�E <br />� a0�o <br />Z �- z <br />Q o <br />Z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />SHEET <br />TRUSS ELEV B <br />-- -7-7 -, iFF_, 1 <br />