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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d. 1 �' NAILS TO TRUSS <br />842) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d 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) 16d x 3 k' NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'x 4% <br />6", 8" x 4'4" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />ANDAPPROVAL <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 />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" <br />ENGINEERED WOOD TRL <br />0124" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 J' NAILS TO <br />GIRDER. PROVIDE 6" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#2 7x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 1Dd NAILS, 2 ROWS, 3" <br />On TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />\--A41) SIMPSON LGT3-SDS2S GIRDER TIEDOWN <br />WITH (4)'J' x 5" TITEN HO TO CMU AND (12) SDS <br />J' x 2 k' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J' x 5" TITEN HD TO CMU AND (16) SDS j' x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2X SECURED W/ (3)16d <br />(2) J' x 57TITEN HD TO CMU AND (18) SDS *'x 3" <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />17' O/C SEE SCHEDULE <br />SOLID, 9'EACH WAY OF BOLTS <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4)1/4" x 2114' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2'COVER 8 7' APART <br />C ALLOWABLE UPLIFT = 88M LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR <br />2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1' ' 3 SCALE:34" 1'-0 <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 10 EA. <br />TRUSSES WHERE <br />TRUSS (DI, BRACE TO <br />X-SRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'4" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)'X" BRACE <br />SECURE 2K PT. PLATE <br />(1) "X" BRACE ® CENTER <br />TO BLK W/ 1/2' DIA. <br />-(^ MAX IW/IXI) <br />e1o�o <br />(2) W: BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 7' <br />OR MAX W.a ) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />21(2) <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 37OC <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL <br />MAX. <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 218 <br />BRACING, SEE <br />P.T. PLATE W/ 12d's S' <br />PLAN FOR LOCATION <br />��VS MAY NOT BE <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />O.C. MAX <br />6 REQUIRED <br />r � <br />2x4 SECURED W/ <br />10 <br />(2) 10d's C EACH TRUSS <br />TO BE INSTALLED <br />BTM. CHORD OF <br />101-0" O.C. MAX. <br />- 1T TT_ WOOD ROOF TRUSSES <br />tx4 BTM. CHORD BRACING 6-0" O/C —7 - -END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION BTM. CHORD BRACING <br />S <br />SCALE: 3/4"=1'-0" <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />7 <br />PRE-ENG'D TRUSS SCALE 3/4"=1'-0 <br />NOTCH DEPTH I/4•0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE EDGE >5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />H05EDIAMETER <br />FOLLOWING <br />< D SGL. STUD <br />OUTER 1/3 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 (F1 AND F2) LOAD CAPACITIES <br />---HOLE EDGE >516' <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 />SUBJECT TO Fi AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5•D D.L. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />O SCALE: 1 1/7'=1'-0" <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-U' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />fop <br />U <br />W <br />$3L <br />S <br />a <br />F. <br />otmDIV. & w1r. <br />ABBOTT PARK <br />LOT #9 <br />BLK #9 <br />PROJECT <br />04181.00 —09091 <br />MODEU <br />4EAB <br />"1672—ARIA" <br />GARAGE STING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />