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A{l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(8) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />SIMPSON <br /># 1100 UPLIFT SIMPSON <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNMALL/FLOOR <br />HTSM20 W/10LIFT <br />tl TO <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />TRUSS AND (4) 1/4" x 21/4" <br />FASTENER SCHEDULE" <br />DB STRAP, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SVP #22'x4", <br />(16) 1Od x 3}'NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br /># 1900 UPLIFT (2)EDSIMPSON <br />(2) SIMPSON HETAt6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />INSTALLED ON <br />PRE-ENG TRUSS <br />WITH 12 16d x 3 NAILS TO GIRDER <br />( ) ?' O/C TO FACILITATE ONE <br />OPPOSI <br />OPPOSITE FACES <br />ADDITIONAL PLY MAX. TO <br />10 <br />BLOCK WALL W/1010d TO <br />1/4 <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TIRTEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED W/ (3) 1. <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1X2 SECURED W/ 10d TRUSSES ® 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />°ALLOWABLE UPLIFT =lL2705 LBS (2 PLY) <br />T COVER 8 2' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />I Iu scALE J/4"=l'-0" <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />3 <br />SCALE: 3/4"=1'1Y' <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />C-0- MAX (VJ/1x4) <br />(2) 2X4 No.2 SVP DIAL. 2x4 BLOCKING BETWEEN <br />Oft 10-0- MAX Iwl7X4) <br />BRACE W/ (3)12d @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />1x4 DIAGONAL <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />0'4" TO 39-9- (1) "X" BRACE SEAMS) <br />BTM. CHORD <br />BRACING, SEE <br />LOCATION <br />VERIFY <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />w PLAN FOR LOCATION <br />SECURE 2X6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />(1) "X" BRACE 0 CENTER TO BLK W/ 1/2' DIA. <br />a <br />Ed MAY NOT BE <br />W/ 1/2" DIA. ANCHOR BOLT W/2' <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />� m REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END. WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />EMBED. AT 37OC MAX. <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />BTM. CHORD OF <br />SECURE GABLE TO 2.8 P.T. <br />MAX. <br />WOOD ROOF TRUSSES <br />PLATE W/ 12d's 8" O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d's 6' <br />CONC. POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 2X4 SECURED W/ <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CONT, 2X4 SECURED W/ (2)10d's @ EACH <br />O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BOND BEAM REQ. <br />INTERSECTION TYP BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 <br />GABLE TRUSS @ CMU WALL <br />4 <br />SCALE: 3/4"=1'77 <br />BLOCK WALL W/ GABLE END <br />PRE—ENG'D TRUSS SCALE: 3/4'=1'-0 <br />NOTCH DEPTH 114•0 <br />HOLE EDGE <br />HOLE DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><vSrosGL.SrUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 1L0F <br />FOLLOWING <br />SPAN ONLY <br />OLE EDGE >5/6' <br />I. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />JUN <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE <3/5•D DBL. STUD <br />SUBJECT TO Fl AND F2 FORCES. <br />STUD NOTCHING <br />8 AND BORING LIMITS <br />SCALE: 1 1/2'=1'-0' <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-0' <br />.1 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA ►: 0003325 <br />9 <br />oulmiv. as LoT: <br />ABBOTT PARK <br />LOT# 31 <br />BLK. 7 <br />PROJECT <br />04181.006-31071 <br />MODEL, <br />4EWB <br />"1499-FREEPORT" <br />GARAGE EMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH FA C <br />