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.� u:� s : �u.. .:.._ ���u'.uui� ::uud....-.uae�aif.. ..�.iu. ._ _,.... �,.�..—. .�-.....—... _ _ __ _ _ __ _ _ LI _ l•� <br />I dlWYL,LM:WIWiI�dl:a_tl.A._ lauu�u e�.:�1d�:, lItJLYi INIY�4LI�W.Y,�h�r�p'r - Uli IIJLua �, <br />_ tl. <br />CONNEC TOR SCfHED UL E <br />UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S Y.P.) UNLESS NOTED OTHERWISE <br />SIMPSON <br />USP <br />ID <br />OTY. <br />CONNECTOR <br />UPLIFT <br />FASTENERS <br />CONNECTOR <br />UPLIFT <br />TTASTENERS <br />Tf <br />1 <br />MTSM16,20 <br />840 <br />1(7) xo % �4Tfen <br />72 <br />1 <br />META18,20,36 <br />1500 <br />14 10d x 1 1 2' <br />HTA18-20 <br />1500 <br />13 10d x 1 1 ' <br />73 <br />1 <br />MSTAM24 <br />1370 <br />1(14) x� % `5) <br />NIA <br />T4 <br />1 <br />LT720B <br />1750 <br />(10) 16d <br />LTS208 <br />1910 <br />10 16d <br />T5 <br />1 <br />LTA1 <br />1765 <br />(12) 10d x 1 112' <br />N/A <br />76 <br />1 <br />HETA20 <br />1890 <br />(16) 10d x 1 112' <br />HM20 <br />1890 <br />16 10d x 1 112* <br />77 <br />1 <br />HTT16 <br />4175 <br />(1) 5/6' AT.R.- (18) f8d <br />H7776 <br />4290 <br />(1) 518' AT.R.- (18) f6d <br />78 <br />1 <br />MGT <br />3965 <br />(22) 10d & 5/8' AT.R.# <br />NIA <br />T9 <br />1 <br />MT7288 <br />4455 <br />(1) 51r AT.R.- w/(24) 16d <br />M7S278 <br />4635 <br />24 16d <br />T 10 <br />1 <br />HT722 <br />5260 <br />(1) 518' A. T.R. - w/ <br />(32) 16d Smers <br />HT722 <br />5370 <br />(1) 518" A. T.R. ** w/ <br />(32) 16d Sinkers <br />T11 <br />1 <br />11GT--2 (2ply member) <br />8665 <br />(2) 314' ATR. - wf(8) 10d <br />HUGT2 (2ply member) <br />9505 <br />2) 3/4' AT.R.- w/(8) 10d <br />712 <br />1 <br />HGT-3 (3ply member) <br />9685 <br />(2) 314' AT.R.** w1f8) 10d <br />HGT-3 (3ply member) <br />9770 <br />2) 3/4' ATR.- w/(8) 10d <br />773 <br />1 <br />H10 <br />990 <br />8 8d x 1 1 ' <br />RT16 <br />1030 <br />8 8d x 1 112' <br />T14 <br />1 <br />MTS12 <br />1000 <br />(14) 10d 1 1/2' or 10d <br />MT072 <br />1195 <br />(14) 10d 1 112' or 10d <br />775 <br />1 <br />LSTA18 <br />1265 <br />(14) 10d <br />LSTA18 <br />1270 <br />(14) 10d <br />T16 <br />1 <br />HTS20 <br />1450 <br />(24) 10d 1 1/2" <br />or (20) 10d <br />HTW20 <br />1530 <br />(24) 10d 1 112' or <br />(20) 1Od <br />T17 <br />1 <br />LSTA30 <br />1715 <br />(22) 10d <br />LSTA30 <br />1740 <br />(22) 10d <br />T18 <br />2 <br />M7518 <br />2000 <br />(28)10d 1 112' or 10d <br />M7Wi8 <br />2390 <br />(28) 10d 1 112' or rod <br />T19 <br />(2) <br />HTS20 <br />2900 <br />(46) 10d 1 1/2" <br />or (48) 10d <br />HTS20 <br />,�0 <br />(40) 10d 3' or <br />(46) 10d 1 <br />720 <br />1 <br />ST6224 <br />2520 <br />(28) 16d <br />N/A <br />721 <br />A) <br />HTS20 <br />4350 <br />(72) 1O )1 fOd2- <br />NIA <br />722 <br />(4) <br />HTS20 <br />5800 <br />(96) 10d 1 1/2" <br />or (96) 10d <br />N/A <br />T23 <br />1 <br />LTA1 <br />1250 <br />(12) 10d x 1 112" <br />WOOD TO MASONRY UPLIFT LESS THAN 1500,# USE SIMPSON META20 <br />WOOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 w/ (8) 8d <br />WOOD TO WOOD UPLIFT LESS THAN 1000# MORE THAN 45V REQUIRE MTS12 w 14-10d <br />* CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE: <br />** DENOTES ALL THREAD ROD TO BE EMBEDDED 5" MIN. AND SECURED W/ SIMPSON SET EPDXY OR EQUAL. <br />12'-2" 14'-5" 13'-1 " <br />T.O.W. 8'-0" T.O.W. 9'-4" T.O.W. 8'-0" <br />mill <br />mill <br />mill <br />�1110 <br />mill <br />111N1 <br />Mill <br />�0,6�o <br />STEP UP <br />BOT14W <br />CHORD OF <br />1\11 Ln! <br />mill <br />I I <br />I N <br />mill <br />lo <br />I <br />mill <br />IE-111 <br />101021 <br />Of <br />111ililIF <br />STEP UP BOTTOM CHORD OF <br />!low <br />Nil <br />Lo <br />E3 <br />mill <br />W <br />mill <br />MONL III <br />mill <br />i�SIMI <br />mill <br />oilCCESS <br />T2 <br />T2 <br />T2 <br />T2 <br />T2 <br />T2 <br />T2 <br />T2 <br />T2 <br />CONNECTOR NOTES: <br />UNLESS NOTED OTHERWISE, <br />ALL MASONRY TO TRUSS CONNECTIONS SHALL BE SIMPSON META16 OR EQUAL. <br />ALL FRAME TO TRUSS CONNECTIONS SHALL BE SIMPSON HTS20+2-16d COMM.. TOENAILS MIN. <br />CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON TRUSS SHEETS <br />IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONEMT. THEY SHALL <br />REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. <br />TRUSS PLAN NOTE: <br />1. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE <br />SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL <br />CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. <br />2. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE <br />LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. <br />3. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR <br />THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE <br />TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS <br />PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS <br />BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN <br />SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />4. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT <br />HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR <br />MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS <br />TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. <br />5. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. <br />CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. <br />BOTTOM CHORD BEARING <br />crnn�r -rvnr Tnu.r. <br />WHILE THESE PLANS HAVE BEEN <br />THESE PLANS ARE THE PROPERTY <br />OF THE NAMED OWNER, ANY <br />■ 145 VERTICAL <br />IN FILLED CELL <br />DATE <br />OCt -1 ZQ�� <br />CHECKED FOR ACCURACY, IT IS THE <br />REPRODUCTION WITHOUT WRITTEN <br />A 245 VERTICALS <br />r <br />BUILDERS RESPONSIBILITY TO VERIFY <br />AUTHORITY IS EXPRESSLY <br />IN FILLED CELL <br />ALL DIMENSIONS IN THE FIELD... <br />----0 <br />DRAWN BY <br />DO NOT SCALE THESE PLANS <br />FORBIDDEN, AND MAY RESULT IN <br />SHEAR RESISTANT <br />GCF <br />COPYRIGHT INFRINGEMENTS. <br />COMPONETS <br />0 <br />3� J <br />=Cz�ww Q <br />-NC2d.)pG Z <br />1- O _j V <br />aoFn <br />M= u <br />W<Zmo <br />w <br />Uwmo� <br />>- z z <br />LLI <br />0 <br />m 1_ J O <br />�o w� <br />=Wow o <br />aLL_ <br />Z <br />Q. <br />- : w <br />0 . <br />- <br />0. <br />a <br />O <br />V) <br />CC <br />w <br />r� <br />0 <br />a <br />Lo r <br />G h M <br />m m 6�7 m <br />� m � <br />w <br />co <br />EW <br />w <br />z <br />Hcr, <br />ZW�H-1 <br />iEET NAME <br />Truss <br />SHEET <br />Plan <br />5 <br />;ALE <br />1/4' = 1'-0" <br />