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A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 } NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 � NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 k NAILS TO GIRDER AND <br />(2) SIMPSON HETA18 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 />"ROOFAVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4", <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 @ 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 />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1A 16 1C GIRDER CONNECTOR(S) A` _70' <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />L PR! FLOOR TRUSS <br />S. 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 />20 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 />112" GYP. WL. BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />60A`E:314"=V-0" (NO UPLIFT) <br />J� NOTCH DEPTH IWO <br />i <br />;e® <br />OLE EDGE >5/8" <br />OLE DIAMETER <br />2/5"D SGL. STUD <br />OUTER 1/3 OSPAN ONLY <br />—HOLE EDGE >5/8" <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />O SCALE: 1 112'=1'-0' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETAI6 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 k' 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'-W 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 />L-A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) t x S" TITEN HD TO CMU AND (12) SOS <br />;'x 2 4"TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)3J" x S" TITEN HD TO CMU AND (18) SDS }" x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) t x 57ITEN HD TO CMU AND (18) SDS 4" x 3" <br />1x2 SECURED WI10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" OIC SEE SCHEDULE <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 LBS (2 PLY MIN.) <br />_ _ �C TYPICAL ROOF <br />"' "' "� GIRDER CONNECTOR(S) s��a <br />LSTA12 20 GAUGE <br />W/ 10dx112 HOG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />MIN. "EMB A.B. WITH I ' <br />MIN. 7"EMBEDMENT +-/l+ <br />TO SLAB 8 (18)16d x <br />2-112" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />V, <br />GIRDERMOOD POST CONNECTIONS <br />J SCALE: 3l4"=1'-0" <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) l6d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (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 BOLTIJ-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) 314"" 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'-0" <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" 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 WI10 10d 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 />TITEN 2 ANCHORS MIN, <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-U" <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)'9C' BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)'W BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK Wl 1/2"DIA. <br />6'-0" MAX (W/1X4) <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT Wl2" <br />QR 10'-0" MAX (W/2X4) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />�Y 7I�' <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />BTM. CHORD <br />P,T. PLATE W/ 12d's 8" <br />BRACING, SEE <br />STIFFBACK (AS PER <br />O.C. MAX <br />U a <br />PLAN FOR LOCATION <br />MAY NOT BE <br />TRUSS ENG) <br />CONT. 2x4 SECURED WI <br />a <br />REQUIRED <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED 0 <br />O.C. MAX. <br />...Fz10'-0" <br />BTM. CHORD OF <br />T Tr <br />WOOD ROOF TRUSSES <br />11IIRIIIF'\\\�\ <br />SEE SCHEDULE FOR <br />II II \\ <br />BOND BEAM REQ. <br />1x4 BTM. CHORD BRACING 5-0" O/C —V - SEND 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 />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />V EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />5CHEDULF. <br />SCHEDULE .E MIN LAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE d <br />5 112" MIN. EMBED. CrYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />Ell El <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />2 <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />00 ,� <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 />LO <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 />RAMP <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />@®GESPACNG <br />CENTRALSPACING <br />A <br />DOUBLE 2x8 <br />112" <br />8" O/C <br />18" O/C <br />B <br />DOUBLE 2x8 <br />14" <br />B. O/C <br />24" OIC <br />C <br />DOUBLE 2x10 <br />1/2' <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2xi0 <br />314" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2XI0 <br />3/4" <br />6" O/C <br />IS' OK: <br />F <br />DOUBLE 2x12 <br />11.1 <br />6" O/C <br />12" 0/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4"=V-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 (Fi 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 HI DA 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 FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0' <br />Grou0n <br />41 N. RONALD REAGAN BLVC <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.ebdesigngroup.00m <br />AA #: 0003325 <br />- IFDRAFTING BY- <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888.2828 <br />FAX: 8134M2802 <br />rS <br />ILVERADO <br />LOT #1 <br />BLK 14 <br />JECT# <br />03719.000-01141 <br />moaErl <br />2795—CAMDEN <br />GARAGE 81RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE: NT 08/11/20 <br />SCALE: 1/4"=1'—O" <br />B*tr.= <br />S3.1A <br />