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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 k" NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 k' 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 />(1 6) 1 Od x 3 �' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"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 />ENGINEERED WOOD <br />TRUSSES Q 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 />I� ly Iv GIRDER CONNECTORS) SCALE 314"=l-01' <br />SERIES <br />BACKER BLOCK <br />THICKNESS <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)12" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />518" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE (-JOIST TO TOP PLATE <br />w/ (2)12d 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 DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />(-JOIST CONNECTION @ L.B.W. <br />`+ ! I_E:3/a'=r-a' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />HOLE EDGE -5/9' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />�01 AND BORING LIMITS <br />O SCALE: 1 12"=1'-0" <br />ENGINEERED WOOD TRL <br />024"O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />ANDAPPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 1Do X 1 }'NAILS TO <br />GIRDER. PROVIDE S' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFAWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", B" x 4'-0" MAY BE ADDED <br />W/ 1Ed NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�--A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />�' x 2 }'TO GIRDER <br />841) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x <br />ix2, 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) }'x 5"TITEN HD TO CMU AND (18) BIDS J" 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 />1T O/C SEE SCHEDULE <br />SOLID, e" 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 />r2n �Q ,� TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE:3/'=1a' <br />SERFS <br />BACKER ROCK <br />TIOCKN BS <br />4500 <br />3/4" WOOD PANELS <br />B000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />1-111WOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (18) 16d x <br />2-1/7' NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />e4 <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=l'-a' <br />NOTE: <br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314"° 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 LBS, U < 1425 LBS 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 LBS, U < 1810 LBS W/ (2) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS 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 />E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3W` SIMPSON TITEN BOLT/J-BOLT, 5' <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3l4"=1'-a' <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 114" x 2 1/4" <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 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />7' COVER & 7APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE 3/4"=T-0" <br />6'-0" MAX (W/lX4) <br />FOR W-O" MAX (W/2X4)* <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA. <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />U-0" TO 30'-0" (1) "X" BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1)"X" BRACE 0 CENTER <br />TO BLK W/ 1/7' DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 7' <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 32" OC <br />DIAGONAL <br />MAX. <br />. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />CING, SEE <br />P.T. PLATE W/ 12d's 8" <br />N FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />NOT BE <br />UIRED <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED @ <br />CHORD OF <br />10'-0" O.C. MAX. <br />)D ROOF TRUSSES <br />Ka <br />tx4 BTM. CHORD BRACING 6'-0" O/C -/ �-- 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 />NTERsecnoNTYP. (::�BTM. CHORD BRACING <br />6 SCALE: 3/4"=1' 0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE O <br />51/7' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />= Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°o <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2 P_ PT <br />DIA x 3" MASONRY SCREWS MAYBE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />FEDGESPACING <br />CENTRALSPACING <br />A <br />DOUBLE 218 <br />12" <br />B" O/C <br />16" O/C <br />B <br />DOUBLE 2xB <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />12" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />W O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />17' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE' 3/4"=l'-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 />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 Ft AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE. 3/4"=l'-a' <br />A R C N 1 T E C T 8 <br />6 <br />Grou0n. <br />441 N. RONALD REAGAN BO <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W ww.abdeslgngroupxom <br />AA #: 0003325 <br />Ill DRAFTING BY; <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-886-2802 <br />SILVERADO <br />LOT# 12 <br />BLK. 14 <br />PROJECT# <br />03719.001-12141 <br />MODEL.• <br />2368—DESTIN <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />Dw 07/15/21 <br />O*== <br />S3.1A <br />