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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br />SMW UPLIFT SIOMdPSOON <br />(9)10d x 1 }' NAILS TO TRUSS <br />642) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHJALUFLOOR <br />SHEATHING <br />TRUSS AND (4) 1/4" x 21/4" <br />(12)16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" <br />TIT EN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP #2 2' x <br /># 1900 UPLIFT (2) SIMPSON <br />16 10d x 3 NAILS TO GIRDER AND <br />( ) ��� 6', 8" x 4'-0" MAY BE ADDED <br />E <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/10 lOd TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) 1W' x 21/4" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />_ <br />2z SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />tx2 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, L770 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN. <br />S ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />2' COVER 8 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />REPAIR OF MULTIPLE <br />TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE:3/4"="-O' <br />SssTYPICAL <br />Ia 1" - <br />9 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/(3)12d @ EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />01-0" TO 30'4" (1) "X" BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/7' DIA <br />(2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' <br />FROM CENTER TO ENO. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />2112) <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d§ W <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2(4 SECURED W/ <br />10d%@ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-U' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE31W 1 `0' <br />NOTCH DEPTH 1/4'D <br />�i HOLE EDGE <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETTERER <br />DIAMETER <br /><2/5"D SGL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLYNLY <br />EDGE >5/8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />,,---HOLE <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 />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 />D PLATE < 3/51OBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />�1 AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />ALTERNATE MATERIALS__ <br />SCALE: 3/44'=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />W W W.Bbdesigng p.com <br />L AA #: 0003325 <br />aysDiv as LOT: <br />SILVERADO <br />LOT 25 <br />BLK 18 <br />PROJECT* <br />04128.002 25181 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SW MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DACE-" 04/08/20 <br />SCAUM 1/4"=1'-0" <br />BBEET <br />S3.1A <br />