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USE (1) SIMPSON MGT ANCHOR AT THESE LOCATIONS <br />USE lU SIMPSON MGT ANCHOR AT THESE LOCATIONS <br />AT WALL WITH (1) 5/8"X8" ANCHOR BOLT OR 5/8"X'I" <br />AT WALL WITH (1) 5/8"XS" ANCHOR BOLT OR 5/8"Xl" <br />EXPANSION BOLT. FILL ALL NAIL HOLES TO TRUSS WITH <br />EXPANSION BOLT. FILL ALL NAIL HOLES TO TRUSS WITH <br />IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT <br />IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT <br />EXCEED CAPACITY OF TIE DOWN. (03965) <br />EXCEED CAPACITY OF TIE DOWN. (03S65) <br />o <br />o <br />0 <br />USE (1) SIMPSON HETA20 STRAP AT ONE SIDE OF ALL R OOF <br />TRUSSES AT BLOCK WALLS THAT DO NOT HAVE A SPECIFIC <br />STRAP CALLED OUT. FILL NAIL HOLES WITH IOD NAILS. UPLIFTS <br />HAVE BEEN VERIFIED AND DO NOT EXCEED STRAPS CAPAC ITY <br />(•I810) <br />USE (1) SIMPSON MGT ANCHOR AT THESE LOCATIONS <br />USE (U SIMPSON MGT ANCHOR AT THESE LOCATIONS <br />AT WALL WITH (I) 5/8"XS" ANCHOR BOLT OR 5/8"Xl" <br />AT WALL WITH (l) 5/8"X8" ANCHOR BOLT OR 5/8"XV <br />EXPANSION BOLT. FILL ALL NAIL HOLES TO TRUSS WITH <br />EXPANSION BOLT, FILL ALL NAIL HOLES TO TRUSS WITH <br />IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT <br />IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT <br />EXCEED CAPACITY OF TIE DOWN. (03S65) <br />EXCEED CAPACITY OF TIE DOWN. (03965) <br />I I low <br />,p <br />`� <br />------------ ----- ----- <br />GABLE END TRUSS <br />USE (1)91MP90N HIO CLIP AT ALL TRUSSES <br />-- - --- --- ---- <br />GABLE END TRUSS <br />TO WOOD BEAM, FILL NAILS HOLES WITH IOD <br />NAILS. UPLIFTS HAVE BEEN VERIFIED AND <br />DO NOT EXCEED CAPACITY OF STRAP <br />15, 6" 12' 4" <br />44' 4" <br />12' 4" <br />Ak <br />100' O" <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES, (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />ROOF <br />TRUSS <br />PLAN <br />1/411 _ <br />1,OII <br />ARKAY ENGINEERING INC. <br />STRU AL ENGINEERS <br />7 n <br />RIC.HARD > KI DEY 1rIE. <br />FLORIDA LICIEN6F NUMBER 3i296 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS <br />WERE PREPARED BY ME OR UNDER -MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WTI CHAPTER 16, SECTION I6O9 O F THE <br />FLORIDA BUILDING CODE 2004 .FOf: I20 MPH (3 SECOND GUST) <br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004 <br />FLORIDA BUILDING CODE AND ALL 2005 AND 2006 <br />SUPPLEMENTAL$ <br />0 <br />(` U) <br />O z <br />Z U) <br />N o <br />I- Cn <br />uj <br />N' <br />' <br />z°Q-c`i�_j <br />M Q <br />V5 co Q <br />Q w w <br />r- O <br />i `w O <br />cc0Z = <br />U <br />Q �? <br />ch <br />Q <br />Z ONO Q Lo Z <br />) <br />L_L w <br />LL <br />0 <br />r <br />M C4 <br />O M cv <br />r <br />"D cA W m <br />1 <br />cc <br />c <br />LL <br />0 c <br />�n 224 u <br />Uto <br />z co <br />CQ LL <br />LL <br />WW � cv O <br />Z � N `=IU 111 <br />� -Z <br />u <br />m01 <br />O s <br />u <br />d <br />Q <br />z g <br />0 <br />0 <br />O �4 <br />t�l <br />r0 (Y <br />z <br />w o <br />OZ <br />VJ� <br />O <br />W <br />0 <br />WUJ <br />Q1164- <br />U <br />00 <br />W <br />w VJ <br />=nn N <br />V� <br />r. <br />�O <br />� <br />Q <br />0 <br />>. <br />BUILDING 5400 <br />ENTRY <br />01 4B,3 <br />ENTRY <br />02 49,3 <br />TOTAL <br />5498.E <br />I <br />A of ,0 <br />,ARKAY <br />" i I+00 <br />r <br />I'<. <br />