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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) Ird 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 />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ iOd <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BONDBEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/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/ 1 Od 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 />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />S1 B 1 C TYPICAL TRUSS/ <br />SS <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRL <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 j" 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 />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-C"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{I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) t" x 5" TITEN HD TO CMU AND (12) SOS <br />}" x 2 }" TO GIRDER <br />13 (1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />(2) 77" x 5-TITEN HO TO CMU AND (18) SDS J" x 3" <br />1x2 SECURED W/ iOd MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2A 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) - <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HOG NAILS <br />EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />4TT4 W/ 5/8" A.B. WITH <br />AIN, 7" EMBEDMENT <br />TO SLAB & (18)16d x <br />2x4 OR 2x6 WOOD BEARING 2-11" NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE POST TO SR DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING .a. <br />1/2" GYP. WL. BD. <br />a • <br />��GIRDER/WOOD POST CONNECTIONS <br />a, <br />J SCALE: 314"=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />* SCALE:3/4"=V-a' (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />O <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />Z. SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE >518" <br />BTM. HOLE DIAMETER <br />PLATE < "5'13 OBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2«=1'-0" <br />A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4'" 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 1 <br />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 WI (2) 3/4— 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 c 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 />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br />6'4- MAX (W/1X4) <br />I.�21R 10'4" MAX (W/2X4),, <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 114" <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/101Od TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />3 <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <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'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) 7' BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT, PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK W/ 1/2" DIA. <br />(2)'00' 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 32" OC <br />MAX. <br />DIAGONAL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />.CHORD <br />P.T. PLATE W/ 12d's 8" <br />CING, SEE <br />STIFFBACK (AS PER <br />O.C. MAX <br />V FOR LOCATION <br />NOT BE <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />UIRED <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED (G <br />10'-0" O.C. MAX. <br />CHORD OF <br />ID ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. -. <br />1x4 BTM. CHORD BRACING V-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 />NTERsecrloNrYP. C BTM. CHORD BRACING <br />V SCALE'. 314"=1'-0'• <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE SEE% ING LAN <br />SEE SCHEDULE FOR BOLT SIZE <br />5 1/2" MIN. EMBED. (TYP) <br />SEE LEDGER SCHEDULE <br />1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z <br />2. END OF FROM AND REAR LEDGER SHOULD <br />�O <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°o <br />CLOSER THAN 6" O/C. <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 />BOLTSIZE <br />&EDGESPACING <br />CEN ALSPAONG <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />16" OIC <br />8 <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />112" <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 2x10 <br />3/4" <br />6" O/C <br />I V' O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />1 6" O/C 1 <br />IT O/C <br />a <br />WOOD LEDGER DETAIL <br />SCALE: 3/4"=l'-O" <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:3a"=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 (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 F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407.7746078 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81343M2628 <br />FAX: 813-886.2802 <br />SUBDIV. & LOT <br />SILVERADO <br />LOT #15 <br />BLK #13 <br />PROJECT/► <br />03719,000-15131 <br />xOaN5- D <br />GARAGE 8WIN0. <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />16 <br />Dww 10/30/20 <br />SCALE: 1/4"=1'-0" <br />8REET <br />S3.1A <br />