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UPLIFT CONNECTION - SIMPSON STRONG -TIE <br />MASONRY APPLICATIONS <br />(1) <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />A <br />HETA20 <br />1890 <br />335 <br />16 -10d X 1 -112' <br />11473 <br />L- <br />HTT16 <br />34800 <br />WEBS <br />18 -16d <br />11496 <br />8' -0" <br />HTT22 <br />5260)K <br />(2) <br />32 -16d Sinkers <br />11496 <br />BRACING <br />LGT2 <br />2150 <br />UP <br />16 -16d Sinkers & <br />11470 <br />LTT19 <br />1205)K <br />2X6 <br />7 -1/4' x 2 -1/4' Titen <br />8 -16d Sinkers <br />11496 <br />FOR <br />LTTI31 <br />2185)K <br />TO <br />18 -lOd X 1 -1/2" <br />11496 <br />B <br />HGAM10 <br />850 <br />1005 <br />4 -SDS1 /4X1 -1/2 <br />4- 1/4X2 -3/4 TITEN <br />11473 <br />x CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU, <br />NOTE <br />ALL PRE - ENGINEERED W OOD PR ❑DUCTS SHALL BE VERIFIED BY TRUSS <br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE <br />MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS <br />APPROVED BY THE ENGINEER OF RECORD <br />THE ENGINEER HAS NOT REVIEWED THE PRE - ENGINEERED TRUSS <br />AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD <br />- 23/ +35 <br />a <br />REAIIi ELEVATION <br />co <br />1/2' CDX OR OSB SHEATHING NAILED WITH 8d COMMON <br />NAILS 6' [1 C. ON ALL EDGES AND IN THE FIELD <br />NN <br />EXCEPT AS NOTED RIDGE VENT PER SEC 23097 <br />2X4 DIAGONAL 48' O C NAILED WITH 12d COMMONS <br />AND INTO THE SIDE OF THE STRINGER <br />2X4 STRINGER 48' O.C. <br />NAILED WITH (2) 12d <br />COMMONS IN EACH TRUSS <br />GABLE TRUSS VERT WEB L- BRACING <br />NO BRACING REQUIRED FOR WEBS UP TO <br />4' -1" IN LENGTH <br />NIN <br />112' CEILING DRYWALL <br />GABLE TRUSS BRACING PER TRUSS COMPANY <br />SEE CHART THIS PACE <br />USE 16d NAILS 2 8' O C. TO ATTACH THE BOTTOM <br />CHORD OF THE GABLE TRUSS TO THE TOP PLATE <br />NAILER AND 8d NAILS TO ATTACH THE SHEATHING <br />TO THE GABLE TRUSS <br />112' PLYWOOD ATTACHED TO GABLE END <br />TYVEK VAPOR BARRIER <br />HARDI BOARD COVERING <br />GABLE BRACING DETAIL <br />USE <br />(1) <br />1X4 <br />L- <br />BRACING <br />FOR <br />WEBS <br />UP <br />TO <br />6' -1" <br />USE <br />(1) <br />2X4 <br />L- <br />BRACING <br />E❑R <br />WEBS <br />UP <br />TO <br />8' -0" <br />USE <br />(2) <br />2X4 <br />L- <br />BRACING <br />FOR <br />WEBS <br />UP <br />TO <br />9' -8" <br />USE <br />(1) <br />2X6 <br />L- <br />BRACING <br />FOR <br />WEBS <br />UP <br />TO <br />12' <br />-6" <br />USE <br />(2) <br />2X6 <br />L- <br />BRACING <br />FOR <br />WEBS <br />UP <br />TO <br />14' <br />-0" <br />NAIL L- BRACES WITH IOC N4)11LS <br />2" ❑ C. IN 18" END ZONES AND <br />4" ❑,C, BETWEEN ZONES <br />PROVIDE FOR CONNECTIONS OF 160 PLF- OF- <br />UPLIFT OVER CONTINUOUS BEARING <br />30 <br />LEFT ELEVATION <br />2X6 FRAME WALL <br />16' GARAGE DOOR <br />- 22/ +32 <br />L.1 <br />FRONT ELEVATION <br />LEGEND <br />DA HET420 <br />® HGAM10 <br />4/12 <br />I hereby certify that I have reviewed this plan and found it to <br />Ice in compliance with ASCE 7 -10 and the Florida BuJdlrg Code 2010 edition <br />David `o/. Smith, P E #53608 <br />00 <br />1 <br />3 0 �f <br />ENGINEER LICENCE #53608 <br />30 <br />RIGHT ELEVATION <br />KELLER PAULA & COOK JAMES <br />5738 CYPRESS STREET <br />ZEPHYRHILLS, FL 33542 <br />D.W.SMITH,M.S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE -DADS CITY, FLORIDA 33525 <br />PHONE: 352-521-0865 FAX1 352 -521 -0867 E -MA1L� dwsflpe @earthl ink, net <br />DESIGN PLANS BY RICK <br />813-765-9793 <br />rgollhardtCtampabay. rr. com <br />TRUSS PLAN <br />ELEVATIONS <br />SCALE DATE <br />1 /4 " =l'—O" 1 1 MAR 2013 <br />DESIGN /DRAWN CHECKED <br />R. GOLLHARDT D.W.S. <br />SHEET OF <br />4 OF 5 <br />JOB NO, <br />2013-9 <br />