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A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)1Od x 1 Je" NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)1Sd 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 } NAILS TO GIRDER <br />1.2, 21K WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) l6d <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 <br />"ROOFAVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4". <br />6", 8" x 4'-0" 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 />TRUSSES 0 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:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) °=1 <br />DEPTH 114"0 <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5"D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM._ <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12'=1'-01 1!2"=1'-0" <br />EDGE >56' <br />HOLE DIAMETER <br />< 315"0 DBL. STUD <br />ENGINEERED WOOD TRU <br />® 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETAI6 --� <br />TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />LA-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) t x 5" TITEN HD TO CMU AND (12) SOS <br />r x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HO TO CMU AND (18) SDS }'x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W! (3) 16d <br />GALV. COMMON NAILS. <br />(2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" <br />1x2 SECURED W1 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />12" O/C SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />32a�2bk2cDTYPICAL ROOF s AL 5/4"=1� <br />GIRDER CONNECTOR(S) <br />6.4' MAX (W/1X4) <br />OR 10'-0- MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)114' x 2 1/4" <br />TfTEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />It 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 />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314"=V-0' <br />1x4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 6-0" O!C SEND WALL OR OTHER <br />MAX„ OR 2X4 STM. 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 />INTERsecnoNTYP. BTM. CHORD BRACING <br />6 SCALE: 3 4"=1'-0" <br />(2) 2X4 No.2 SYP DUAG. — <br />BRACE W/ (3)12d ® EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />U-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE ' <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 12" DIX <br />ANCHOR BOLT W/2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE 7O 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2) I Od's @ EACH TRUSS <br />TO BE INSTALLED (dj <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS s°ALE:3°"=,'-°" <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 (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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />s <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=V-9' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />04 <br />Fo <br />O <br />kk <br />O <br />aUDDIV. SagWT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #9 <br />PM"=Tp <br />04181.000-35091 <br />MOOR a <br />4EAB <br />"1672- ARIA" <br />GARAGE BITMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />: '. <br />DAM 3/14/20 <br />SCA*-*'" 1/4"=1'-0" <br />aHEET <br />S3.1A <br />