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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />AND APPROVAL <br />FASTENER SCHEDULE" <br /># 1100 UPLIFT SIMPSON <br />PLYWOOD SHEATHING, SEE <br />(9) 10tl z i }'NAILS TO TRUSS <br />(1) SIMPSON HETA16 <br />HTSM20 W/1010d TO <br />2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 7' x 4", <br />TRUSS AND (4)1/4" x 2 1/4" <br />SHEATHING <br />(12) 16d x 1 }'NAILS TO TRUSS <br />x 1 }" NAILS TO <br />(9) 10dGIRDER. <br />8" x MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE S' <br />W NAILS, <br />W/ 10d NAILS, 2 ROWS, 3' <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br /># 1900 UPLIFT (2) SIMPSON <br />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #27' x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(16) 10d x 3 }'NAILS TO GIRDER AND 6', 6" x A'-0" MAY BE ADDED <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE <br />(2) SIMPSON HETA16 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" <br />CONNECTOR <br />BLOCK W/ 0010tl TO <br />WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />TRUSS AND (4)1/4" x 2 1/4" <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3-SDS2,5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}-'x 2 }" TO GIRDER <br />2x SECURED W/ (3) 16d <br />GALV COMMON NAILS. ENGINEERED WOOD <br />8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES ® 24" O/C, <br />tz2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS �' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12' OIC FOR REVIEW <br />2x SECURED W/ (3) t6d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) �' x 5"TITEN HD TO CMU AND (18) SDS �' x 3" <br />lx2 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, W EACH WAY OF BOLTS <br />SEE SCHEDULE <br />TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />2" COVER & 7APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />%� MISPLACED EMBEDDED TRUSS ANCHOR <br />1a lb 1c <br />TYPICAL ROOF <br />3 <br />SQALE:34°=,'0 <br />GIRDER CONNECTORS) ` 3'"='� <br />2a 2b 2c <br />CALE _, <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d C EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />O'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />8•0•' MAX (W/1x4) <br />OR 1.. MAx (W/aX4) <br />(1) "X" BRACE CENTER TO BLK W/ 12' DIA. <br />"X" <br />T * <br />(2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />BTM. CHORD <br />MAX. <br />BRACING, SEE <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PLAN FOR LOCATION <br />P.T. PLATE W/ 12tl's 8" <br />§ i <br />MAY NOT BE <br />O.C. MAX STIFFBACK (AS PER <br />H m <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />oz <br />(2)10d's @ EACH TRUSS <br />BTM. CHORD OF <br />TO BE INSTALLED <br />WOOD ROOF TRUSSES <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />lx4 BTM. CHORD BRACING 6-0" O/C <br />END WALL OR OTHER <br />MAX., OR 214 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />/� /� /� <br />CHORD BRACING <br />6 <br />BLOCK WALL W/ GABLE END <br />SCALE:3/4"=T-0" <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'D <br />HOLE EDGE>5/6" <br />USED SO LONG AS THEY CONFORM TO THE <br />,ID <br />FOLLOWING <br />HOLE DIAMETER <br />< 2/5•D SOL. 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>5/S' <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 Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1-=1'-0" <br />SCALE"_'-V <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />o <br />O <br />x <br />aUDDIV. & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-12131 <br />MODEL4 <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8 IMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />PRINT DATE: 10/28/21 <br />aCALX: 1/4"=1'-0" <br />WFEET <br />S3.1A <br />