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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFMlALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B{2) SIMPSON HETA76 TRUSS ANCHOR WITH "ROOFMIALUFLOOR <br />TRUSS AN, WITH <br />NOTE: A PT SYP #2 2" x 4", <br />HTSM20 Wl10 10d TO <br />SHEATHING <br />d z 1 NAILS TO TRUSS <br />x 1 NAILS TO <br />(9) 10dDBIL <br />6", 8" x MAY ADDED <br />TRUSS AND x 2 1/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />S , <br />R <br />GIRDER. PROVIDE 5" <br />GIRDER. <br />W/ tOd NAILS, 2 ROWS, 3" <br />NAILS, O <br />HORS" <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />,. ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6", B" x 4'-0" MAY BE ADDED <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" <br />HEAW UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d z 3" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />BLOCK WALL )1/4110 10d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />tx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. <br />WITH (4) }" x 5` TITEN HD TO CMU AND (12) SOB <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />}" x 2 }" TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />8{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W! tOd TRUSSES 0 24" OrC, <br />1 z2, 2x WOOD FASCIA <br />(2) }" x 6' TITEN HD TO CMU AND (18) SIDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />17' O/C FOR REVIEW <br />2x SECURED W/ (3)16tl <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />2 <br />O }" x 5'71TEN HD TO CMU AND (18) SOS }" x 3" <br />tx2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV, COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2"COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />11""' 1a 1b 1c <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />mm-' " <br />SCALE: 3l4"=1'-0" <br />GIRDER CONNECTOR(§) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'4" (1)'%" BRACE SEAMS) <br />30'-1"TO 60'-0 (3)'7C" BRACE SECURE 2x8 PT. PLATE <br />(1) "X' BRACE 0 CENTER TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />6-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10--0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8" <br />BRACING, SEE <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />N <br />MAY NOT BE <br />(2)10d's 01 EACH TRUSS <br />C <br />REQUIRED <br />TO BE INSTALLED 0 <br />19-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />1x4 BTM. CHORD BRACING 6-0" O!C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM, CHORD BRACING <br />END TYPE CONDITION, IF <br />COMMON NAILMAXSE <br />MMONNAILS TU ACHCRED /HOROd <br />DEPICTED SEE PLAN <br />�'�BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />' PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />NOT USED <br />V SCALE: 3/4"=1'-0" <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114"D <br />HOLE EDGE>516" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 215•D SGL. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HCLE EDGE >5/8" <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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO F1 AND F2 FORCES, <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />ALTERN ATE MATERIALS <br />11 <br />AND BORING LIMITS <br />9 <br />10 <br />SCALE: 3/4"=1'-0" <br />0 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />j <br />L <br />L <br />BUBDIV. ae LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #8 <br />P1tOJECT# <br />04181.000-17081 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GAIeAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />