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CL <br />2-0 <br />-00 <br />A2 <br />---------------------- <br />-y <br />G, <br />I A—>s I-0 <br />00 <br />A2 <br />I <br />I <br />2-0 <br />-00 <br />�r. <br />Al <br />2-0 <br />-00 <br />0 <br />2 <br />© <br />€8 <br />v� <br />8'-0" <br />CLG HGT <br />2-0 <br />-00 <br />jT_ <br />2 0 <br />00 <br />1-0 <br />-08 <br />F31 <br />N <br />D2 <br />�.-0 <br />-OS <br />Q2 <br />2-q <br />-00 <br />c-� <br />D2 <br />o <br />8'-0" CLG HGT <br />2-0 <br />-00 <br />2 <br />^� ��yy <br />2-0 <br />} <br />-00 <br />D2 <br />2-0 <br />-00 <br />D1 <br />11- -0 <br />Oo_ a <br />9 -0 - 00 <br />2 -o - <br />a_ 0 00 <br />_ _ <br />_ <br />_0 <br />_ <br />_ _ <br />40-00-00 <br />Hatch Legend <br />VAULTED CLG <br />2/12 <br />ELEVATION "A" ROOF FRAMING 140-150 MPH <br />1 /4" = 1'-011 <br />ROOF TRUSS <br />FLOOR TRUSS <br />OTY <br />III MODEL ROOF <br />UPLIFT SYMBOL <br />QTY IQ MODEL FLOOR UPLIFT SYMBOL <br />5 <br />A* LUS24 685 <br />4W _ a- <br />a A, HTU.26 2040 1555 ... <br />0 G Hrm-2 2640 2!7b <br />6 <br />A HTU26 3600 <br />1555 ,a <br />0 E HGUSU-2 4355 2155 .. <br />0 <br />8 WLZ 468E <br />2140 a <br />0 G HGU' 3 4355 216 <br />£: <br />C HTW3 2 3600 <br />217v , u <br />G J HGU6210 4 ji 100 4095 - <br />0 <br />D HIU26-2 4680 <br />3465 , _, <br />0 L HHUS46 2 M 155fl , .. <br />Q <br />E HGISN, 5,320 <br />.166 • -t <br />8 Al r HA422 aii.45 1855 ..P. <br />£a <br />F H6U828-m. 748E <br />3235 ..a <br />0 N THAC422 606 535 <br />D <br />is HGi52&3. 5230 <br />2155 . _. <br />i)" 0 THA426 4650 1855 <br />t7 <br />H HGU828=3 74,5E <br />a235 _ ,n <br />P SPECIAL <br />0 <br />j HGUS2 la 910 <br />4GS6 - <br />ACCESSORIES <br />uPE{",tAt. <br />U8 "L 0" KATES <br />ACCESSORIES <br />SEAT PLAN ES <br />3x8 NAlt ON PLATES <br />SCREWS BOLTS <br />55 <br />SEAT PLATES <br />CITY MODEL CITY MODEL <br />SCREWS <br />BOLTS <br />S'DS IA'. 3' 112' a 8' CARR. BOLTS <br />CITY <br />MODEL <br />QTY MODEL <br />!i0S V x 4-1,.' le:' WASHERS <br />SW IA.' :3" <br />1,2" x 8• Cs . KXTS <br />SGS 114„)�.6, 1rd' NUTS <br />SDS tAl x 4-3)2- <br />#Z WASHERS <br />A HTU2ti C: wHzLU26-2 L-;,;: HHl):�4ii <br />SM9 t=4" z 5" <br />193" hFt3IS <br />i � 1 PL`P TYP.. h PLY TYP. t -� FLOOR 1YP.. <br />MISCELLANEOUS <br />ROOF TRUSS <br />FLOOR TRUSS <br />CITY <br />MODEL <br />QTY MODEL <br />7RUSS CONNECTOR INFORMA71ON: (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 />VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL <br />SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER <br />MAIN WIND FORCES RESISTING SYSTEWC HYBRID WIND ASCE7-10 <br />E14CLOSED <br />EXPOSURE CATEGORY C <br />OCCUPANCY CATEGORY II <br />WIIND LOAD 150 MPH <br />WIND IMPORTANCE FACTOR 1,00 <br />TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD <br />NONccr NCURRENT WITH ANY OTHER LIVE LOADS <br />ROOF LOADING FLOOR LOADING <br />TELL: <br />20 <br />PSF <br />TOLL: <br />40 <br />PSF <br />TCDL: <br />7 <br />PSF <br />TCDL: <br />10 <br />PSF <br />BCDL: <br />10 <br />PSF <br />BCDL: <br />5 <br />PSF <br />TOTAL: <br />37 <br />PSF <br />TOTAL: <br />55 <br />PSF <br />DURATION: <br />125 <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 />I HEREBY CERTIFY THAT I HAVE <br />REWERW THE ATTACHED DESIGN, <br />AND FWD IT TO BE IN COMPUANCE <br />iWTH SEC7ION 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 DEIERIIIINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE MGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER <br />SEALED FOR STRUCTURE ONL Y <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. <br />SIGNATURE BELOW INDICATES ALL <br />NOTES AND DIMENSIONS HAVE <br />BEEN ACCEPTED. 4408 Airport Road <br />Plant City, FL 33563 <br />(813) 305-1300 <br />sm <br />CAUTI ON H! <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 />} � Q ) <br />4) UPLIFT AND GRAVITY REACTIONS, <br />WARNING <br />Backcharges 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 Responsible <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: 6112 <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: NIA <br />TRUSS SPACING: 24" <br />BUILDING CODE: FBC2010 <br />BEARING HEIGHT SCHEDULE <br />F:rjj 0 i 6 f i • BRIG HGT <br />INLAND HOMEBUILDINGS <br />PROJECT: ELEVATION A <br />ADDRESS: <br />LOT / BLOCK: <br />SUBDIVISION: <br />INLAND <br />HOMEBUILDINGS <br />CITY: <br />PLANT CITY <br />DRAWN BY: <br />LUCIA CABRERA <br />JOB # : <br />48612885 <br />DATE: 3/6113 <br />SCALE: 1/4"=V-0" <br />PLAN DATE: 8I1/200$ <br />REVISIONS: <br />1. <br />2. <br />3. <br />4. <br />Requested Delivery Date: <br />lyl <br />C®813) 305-1301 <br />o � �� • .ram <br />N <br />kv m 'Uj <br />®` a v <br />Li <br />O <br />C) <br />CU <br />U <br />0 <br />CD <br />4-a <br />c) <br />CU <br />O <br />-#—+ <br />O <br />_J <br />J <br />J <br />'O <br />U <br />Z <br />Q J <br />. U <br />U Cc p <br />Z <br />U <br />J <br />z <br />m <br />J LL <br />Q LL 0 <br />J <br />EL <br />C <br />W O <br />Q Q W <br />M <br />W <br />z <br />_ Z <br />H <br />3: Z 0 <br />W <br />� <br />2 :) <br />m W <br />W <br />z U 7 <br />7 <br />a: <br />cl) ❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />00 <br />O <br />Q <br />w <br />O <br />W <br />o <br />Lo N <br />w <br />C_ <br />a: <br />�`/) <br />0 <br />U` <br />I <br />Q.' <br />J <br />T <br />.J <br />J <br />Q <br />Z <br />J <br />z <br />Z <br />5 <br /><0 <br />m <br />w <br />J� <br />Q) <br />O <br />Z <br />K <br />a -21 <br />= <br />O <br />=W <br />_M <br />U <br />yo <br />tY o <br />z <br />� Z <br />O Z <br />Q <br />Z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />SHEET <br />TA <br />TRUSS ELEV A <br />�T ?r I. 9- 1'. t I . '1 <br />