Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 e NAILS TO TRUSS <br />B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH <br />(12) 18d x 1 }' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)18d X 3 J' NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 18d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON <br />'ROOFAVALL/FLOOR HTSM20 W/1010d TO <br />SHEATHING TRUSS AND (4) 1/4' x 2 114' <br />FASTENER SCHEDULE' TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: APT 3YP M2 2' x E 01900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON - <br />8', 8' x 4'-0' MAV BE ADDED <br />OPPOSITE FACES OF PREENG TRUSS <br />WI 10d NAILS, 2 ROWS, 3' BLOCK WALL W/10 10d TO <br />OIC TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1l4' <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES O 24- O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2385 LBS, L:1430 LEIS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />is lb 1c TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. <br />20 BLOCKING BETWEEN <br />BRACE W/ (3) 12d O EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-O' O.C. (AT SHEATHING <br />0'-0- TO 30'-0- (1)'X' BRACE <br />SEAMS) <br />30'-1' TO 80'-0 (3) -X- BRACE <br />SECURE 2x8 PT. PLATE <br />(1)'X- BRACE O CENTER <br />TO BLK W/ 1/2' DIA. <br />(2)'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />1-1(2) <br />STRENGTH EPDXY 8' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />10d's O EACH TRUSS <br />TO BE INSTALLED O <br />43 <br />t(Yb' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34'=1'-0' <br />0 NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/8' <br />�<OLE DIAMETER <br />2/5'D SQL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />EDGE>5/8' <br />BTM. E \� I I I �c PLATE 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 i/Y=1'A' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F7 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4'=1'-O' <br />TITEN 2 ANCHORS MIN. <br />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />03SCALE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />: 3/4'=1'-0' <br />1441 N. RONALD REAGANJIBLVWDLONGWOOD,FL3275PH: 407-7748078 <br />FAX: 407-7744076 <br />www.abdeWgngmup.c <br />AA A: 0003325 <br />M <br />is <br />R <br />W> <br />0 <br />BUDDIV ae LOT: <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />PIEOJECT* <br />04128.002-27181 <br />MODEIe <br />4EBB <br />"1828-CAU" <br />GARAGE XIFMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH Qlk B <br />pluNT 'I <br />DATO 06/09/20 <br />SCALE: 1/4"=1'-0" <br />EPMET <br />S3.1A <br />