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ENGINEERED WOOD TRUSSES OOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />F/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />THING <br />AND APPROVAL <br />NER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># UPLIFT ON <br />(9)10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA10 <br />M 113d T <br />HTSM20 WnO tOd TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4", <br />TRUSS AND (4) 1/4" x 2 1/4' <br />SHEATHING <br />(12)16d x 1 ?'NAILS TOTRUSS <br />(9) 10d x 1 }' NAILS TO <br />6", 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDES' <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 />C.( 1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2' x 4", <br />(16) 10d x 3 }' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROM, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS, <br />iE <br />OPPOSITE FACES OF <br />WITH (12) i6d z 3 z' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />1LOCK WALL /10 10d TO <br />TRUSS <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />SIMPSON LGT3-SD62.5 GIRDER TIEDOWN <br />AND (4) /4" x 22 1144" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />(4) a' x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />�' TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA <br />x 5" TITEN HD TO CMU NO (18) SDS J' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />GIRDER <br />12. 0/C FOR REVIEW <br />2x SECUREDON(3) 78d <br />SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />x 5"TITEN HD TO CMU ND (iB) SDS }" x 3" <br />lx2 SECURED W/ 10d <br />MASONRY BONDEWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEN 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 LES (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LES (2 PLY MIN.) <br />2" COVER & 2' APART <br />C ALLOWABLE UPLIFT = LE2705 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 />M <br />I C7 I u I V <br />TYPICAL ROOF <br />SCALE: 3/4'=T_6„ <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SCALE: 3/4"=1'-0' <br />SDALE 34.="" <br />GIRDER CONNECTOR(S) <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN <br />LSTA12 20 GAUGE <br />BRACE W/ (3) 12d 0 EA TRUSSES WHERE <br />W/ 10dx1/2 HOG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT <br />EACH END, TOTAL OF 10 <br />COVER 5 TRUSSES) 4'.0" O.C. (AT SHEATHING <br />0'-0" TO 30'-U" (1)'X" BRACE SEAMS) <br />71 <br />FLOOR <br />30'-l" TO 60'-0 (3) W BRACE SECURE 2x PT. PLATE <br />GIRDER <br />(w/ixa) <br />(1) "X" BRACE 0 CENTER TO BLK W/ DIA. <br />0. m <br />OR m'-m MAx (WIDW) <br />(21 "X" BRACE DIVIDED EQUALLY ANCHOR BOLT VJ/T <br />OL <br />FROM CENTER TO END. WASHER SET IN HIGH <br />E ELEVATION <br />2x WOOD FASCIA, STRENGTH EPDXYW <br />1z4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX <br />PRE-ENG GABLE TRUSS SECURE BLE <br />GYPSUM BOARD OR 12" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12Cs 8' <br />E W1l2d'.8" <br />STRENGTH CLG. BOARD <br />3 u <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIFFBACK (AS PER O. C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />S <br />+4W a <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 108s ®EACH TRUSS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) i8tl x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO ITDIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />° <br />12" O/C STAGGERED. <br />ADDITIONAL METAL 12"GYP. WL. BD. <br />Jq• <br />• <br />lx4 BTM. CHORD BRACING B'-0"O/C <br />END WALL OR OTHER <br />CONNECTORS NOT <br />• '..° <br />'• '• <br />MAX., OR 2x4 BTM, CHORD BRACING <br />END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />! • ° <br />10'-0" O/C MAXSECURED W/(2) 10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />INTERSECTION TYP. BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />d• <br />6 <br />7 <br />GIRDERNVOOD POST CONNECTIONS <br />SCALE: 3la"=,'-0' <br />SCALE' 3/4"=l'-0" <br />PRE-ENGI D TRUSS <br />FLOOR TRUSS CONNECTION Q L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 SCALE: <br />(NO UPLIFT) <br />NOTCH DEPTH I/4'D <br />°%E-5/8" <br />USED SO LONG AS THEY CONFORMTO THE <br />METER <br />FOLLOWING <br />L. STUD <br />OUTER <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN O <br />A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEWSTRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 ND F2) LOAD CAPACITIES <br />HOLE EDGE>5/8" <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR ND <br />;PLATEq <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWIND ND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />ASIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFTF7, ND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TOWIND ARE <br />SUBJECT TO F1 ND F2 FORCES. <br />HOLE DIAMETER <br />< WS'D D.L. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />AND BORING LIMITS <br />� SCALE: 1 1/2'=1'-U' <br />scALE:34'=r-a' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />w Abdeslgngroupmm <br />AA #: 0003325 <br />Nil <br />ul <br />o <br />R <br />o <br />_LL <br />j <br />sUNDiV. A6 w <br />ABBOTT PARK <br />LOT #41 <br />BLK. #7 <br />P1W"=T# <br />04181.000-41071 <br />MODEU <br />4EBB <br />"1828—CALI" <br />GARAGE 8MING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />DA 9/21/21 <br />8CA M: 1/4"=1'-0" <br />sits= <br />S3.1A <br />