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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }'NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 �' NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />116) 1 Od x 3 j" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 J" NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2, <br />SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFMVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #2 7' x 4', <br />6'. 8" x 4'-U'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 @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U 1810 LES, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LES, L. 1430 LEE (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LES (2 PLY) <br />1 A 1 B 1 C TYPICAL TRUSS/ <br />GIRDER CONNECTORS) SCALE: 3/4"=l'-0" <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />��FLOOR TRUSS CONNECTION @ L.B.W. <br />-* 6CALE:3/4'=''-°' (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >5/6' <br />I' HOLE DIAMETER <br /><2/5•D SGL. STUD <br />OUTER 1B OF <br />SPAN ONLY <br />HOLE EDGE 15/8" <br />BTM. HOLE DIAMETER <br />PLATE <3!5•D DEL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />SCALE: 1 1/7'=1'4I1 1/2"=1'-0" <br />ENGINEERED WOOD TRL <br />24" O/C, SUBMIT SOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1)SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 19d x 1 }" NAILS TO <br />GIRDER. PROVIDE 6" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12' O!C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#'22'x4', <br />IT', W 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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) SIDS <br />J" x 2 3'TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SIDS J' x <br />3" TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) }'x STITEN HD TO CMU AND (18) SIDE k x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <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 LES (2 PLY MIN.) <br />2A 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE 34"="°' <br />LSTA1220 GAUGE <br />W/ 10dxl/2 HOG NAILS <br />EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />HTT4 W! SB" AB. WITH —r <br />MIN. 7' EMBEDMENT <br />TO SLAB 8 (18)16d x <br />2-1 /2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />,/�GIRDER/WOOD POST CONNECTIONS <br />J SCALE: 3!4"=1'-0" <br />A- SIMPSON HUS28 G < 1200 LES, U < 1280 LBS W/ (1) 3W' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G <2400 LES, U < 1425 LES W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LES, U < 1810 LBS Wl (2) 3/4'w SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED 136) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G < 48M LES, U < 1810 LES W/ (4) 34- SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G <4800 LES, U < 1810 LES W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />(_,-�ATTACHMENT DETAIL <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/10 10d TO <br />TRUSS AND (4)1/4" x 2 14' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENGTRUSS <br />CONTINUOUS BOND BEAM <br />�— TITEN 2 ANCHORS MIN. <br />Z' COVER 8 7' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />6'-0" MAX (W/1X4) <br />FOR 1D-O' MAX (W/2X4)r <br />lx4 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 />lx4 BTM. CHORD BRACING 6-a' O/C —/ END WALL OR OTHER <br />MAX., OR 2.4 BTM. CORD BRACING END TYPE CONDITION, IF <br />104r' O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN <br />COMMONNAILS ATEACH CHORD <br />BTM. CHORD BRACING <br />INTERSECTION TVP. <br />6 SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE r �SS a OR BTM. <br />CHEDUL <br />SCHEDULE SCHEDULE sEEFRAMINGPLANPLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE O <br />5 lr2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J­BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT, <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />o�g <br />LAP A MIN OF 4'4". <br />3. ALL BOLTS TO HAVE WASHERS <br />= Z <br />4. EXP. 13OLTSIJ43OLTS SHOULD NOT BE ANY <br />°D <br />CLOSER THAN 6" 01C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3' MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />8®GESPACNG <br />CENTRKSPACING <br />A <br />DOUBLE 2.8 <br />12" <br />8" O/C <br />16, O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2110 <br />UZI <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2x10 <br />3/4' <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x1O <br />3/4' <br />6" O/C <br />16, O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'4" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1)'W' BRACE <br />SEAMS) <br />30'-l" TO 60'-0 (3)'X' BRACE <br />SECURE Zx8 PT. PLATE <br />(1) "X' BRACE @ CENTER <br />TO ELK W! lr7' DIA. <br />(2) 'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 37OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (ASPER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED <br />- <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE 3/4"=1'-0 <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 (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />THE CONNECTIOOOF TRUSSES NS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVAL NTE SUBJECT TO LATERAL LOADS DUE TO WINE) ANDITO MAR I <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 />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 8134386-2802 <br />SUHDIV. da LOT: <br />SILVERADO <br />LOT #13 <br />BLK #15 <br />PRoj=T#L <br />7 -13 51 <br />xo"El: <br />2795- D <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH &A B <br />D 03/02/21 <br />SCALE: 1/4-=1'-O- <br />SI'IEET <br />S3.1A <br />