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Hatch Legend <br />VAULTED 2/12 CLO <br />ELEVATION "B" ROOF FRAMING - 2 1/2 CAR GARAGE - 140-150 MPH <br />1 /411 = 1'-011 <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 "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 M 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 />CAUTIONNI. <br />DO NOT ATTEMPT TO ERECT <br />TRUSSES WITHOUT REFERRING TO <br />THE ENGINEERING DRAWINGS AND <br />SSCI-131 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 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: 6/12 <br />ROOF TRUSS <br />FLOOR TRUSS <br />CEILING PITCH: 2/12 <br />QTY ID <br />MODEL <br />ROOF <br />UPLIFT <br />SYMBOL <br />OTY ID <br />MODEL FLOOR <br />UPLIFT <br />SYMBOL <br />TOP CHORD SIZE: 2 X 4 <br />0 <br />A* <br />LUS24 <br />895 <br />490 <br />0 <br />A <br />HTU26 2940 <br />1555 <br />,.A <br />BOTTOM CHORD SIZE: 2 X 4 <br />0 <br />C <br />HTU26-2 2940 <br />2175 <br />10 <br />A <br />HTU26 <br />3600 <br />1555 <br />.A <br />0 <br />E <br />HGUS28-2 435 <br />2155 <br />,E <br />OVERHANG LENGTH: 12" <br />0 <br />B <br />HTU28 <br />4680 <br />2140 <br />a <br />0 <br />G <br />HGUS28-3 4355 <br />2155 <br />e <br />0 <br />C <br />HTU26-2 <br />3600 <br />2175 <br />c <br />0 <br />J <br />HGUS210-4 9100 <br />4095 <br />END CUT: PLUMB <br />0 <br />D <br />HTU28-2 <br />4680 <br />3485 <br />0 <br />L <br />HHUS46 270 <br />1550 <br />CANTILEVER: NIA <br />0 <br />E <br />HGUS26-2 <br />5320 <br />2155 <br />0 <br />M <br />THA422 3695 <br />1855 <br />-0 <br />0 <br />F <br />HGUS28-2 <br />7460 <br />3235 <br />X <br />0 <br />N <br />THAC422 665 <br />535 <br />N <br />TRUSS SPACING: 24" <br />0 <br />G <br />HGUS26-3 <br />5230 <br />2155 <br />G <br />0 <br />U <br />THA426 4550 <br />1855 <br />� <br />0 <br />H <br />HGU528-3 <br />7460 <br />3235 <br />"+ <br />P <br />SPECIAL <br />BUILDING CODE: FBC2010 <br />0 <br />J <br />HGUS2104 <br />9100 <br />4095 <br />ACCESSORIES <br />K <br />SPECIAL <br />3x8 NAIL ON PLATES <br />BEARING HEIGHT SCHEDULE <br />ACCESSORIES <br />SEAT PLATES <br />3x8 NAIL ON PLATES <br />SCREWS <br />BOLTS <br />8 SEAT PLATES <br />QTY MODEL CITY <br />MODEL <br />SCREWS <br />BOLTS <br />SDS 1/4" x 3" <br />1/2" x 8" CARR, BOLTS <br />QTY MODEL <br />QTY MODEL <br />SDS 1/4" x 4-1/20 <br />1/2" WASHERS <br />SDS 1/4" x 3" <br />1/2" x 8" CARD. BOLTS <br />SDS 1/4" x 6" <br />1/2" NUTS <br />SDS 1/4" x 4-1/2" <br />1/2" WASHERS <br />A :' :: HTU26 C': ::'HTU26-2 <br />L HHUS46 <br />SDS 114" x 6" <br />1/2*" NUTS <br />1 PLY TYP, PLY TYP, <br />FLOOR TYP, <br />MISCELLANEOUS <br />ROOF TRUSS <br />QTY' MODEL <br />QTY MODEL <br />VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL <br />SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER <br />MAIN WING FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 <br />ENCLOSED <br />EXPOSURE CATEGORY C <br />OCCUPANCY CATEGORY II <br />WIND LOAD 150 MPH <br />WINO IMPORTANCE FACTOR 1.00 <br />TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIKE LOAD <br />NONCONCURRENT WITH ANY OTHER.. LIVE LOADS <br />90 •ar <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 />FLOOR TRUSS <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 CERTIFY THAT I HAMS <br />REVIE W THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />W7H SECTION R301 OF THE 2010 <br />FLORIDA SUILWNG CODE <br />RESIDENTIAL <br />TIME ENGINEER HAS NOT REVIEWED <br />THE PRE—ENGINEERED TRUSS MANUF <br />LAYOUT TO DETERANNE ANY LOAD <br />BEARING (ONDVTIONS 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 />080i 0`s w <br />PROJECT: ELEV. B EXT GAR <br />CONCORD II <br />MODEL: ELEVATION B EXT <br />ADDRESS: GAR <br />LOT / BLOCK: <br />SUBDIVISION: <br />CITY: <br />DRAWN BY: <br />JOB # : <br />DATE: 03/18/13 <br />Jorge Paredes <br />SCALE: 114" =V-0", <br />PLAN DATE: 08/01/2008 <br />REVISIONS: <br />1. <br />2. <br />3. <br />4. <br />IMPORTANT <br />This Drawing Must Be Approved And <br />Returned Before Fabrication Will ���``�i�p <br />Begin. For Your Protection Check �P� •• <br />o'd•' �-�c N •- <br />Dimensions And Conditions Pri • <br />::.. ........ <br />Approval Of Plan. ?** ; No ••* = <br />FLOOR LOADING SIGNATURE BELOW INDICATE!ALi <br />NOTES AND DIMENSIONS HACl/ :CC <br />TCLL: 40 PSF BEEN ACCEPTED, �� .. S •;,08 Airport Road <br />TCDL: 10 PSF O '• ` '"ant City, FL 33563 <br />By ___-�-______-------.Date__ Date---- ,�'' •� ��e�'�'h. (813) 305-1300 <br />BCDL. 5 PSF .","*I. ' Ir�,t_ .�% Fax (813) 305-1301 <br />TOTAL: 55 PSF Requested Delivery Date: <br />DURATION: 1.00 <br />O <br />CU --'V- <br />U <br />0 <br />m <br />v <br />Cj) o <br />CU O <br />O <br />J <br />J <br />Z Q <br />Z <br />Q J <br />U 0 o� p 0 <br />�-, z z 0 <br />J U- <br />m Q LL 0 <br />oCd <br />< WW <br />W 0 z <br />Z y _ <br />Q <br />mWz0-) <br />C) ❑ ❑ ❑ ❑ ❑ <br />U <br />z 0 <br />CL 0 LA <br />> <br />O 0 <br />Lw <br />w <br />O LO <br />r� . <br />01) <br />rr <br />0 T - <br />J <br />Z Q <br />0 #� <br />z <br />J Z� <br />O � <br />0 <br />m 0 <br />JU K <br />W �, CD <br />EL Z EO <br />ONCO <br />_ OCO <br />w <br />E a <br />0= <br />�o <br />Z 'Z <br />Q o <br />U - <br />Z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />SHEET <br />TRUSS ELEV B <br />