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A{t) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 J" NAILS TO TRUSS <br />B42) 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-(t) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 k NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 �' NAILS TO GIRDER <br />lx2, 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 />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#27'x4", <br />6', 6' 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 0 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 12 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />S1 B 1 C TYPICAL TRUSS/ SCALE: 314"=l'-0' <br />GIRDER CONNECTOR(S) <br />314" T 8 G SUSFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/7HIGH <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 DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/Z' GYP. WL. BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4•D <br />—HOLE EDGE -5/6' <br />—HOLE DIAMETER <br /><2/5'13 SGL. STUD <br />HOLE EDGE >518" <br />HOLE DIAMETER <br /><3/5•D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 scALE: 1 1n•=r-0• <br />ENGINEERED WOOD TRU <br />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 �' NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />�GJ-�3 <br />Ed <br />2x SECURED W/ (3)16d <br />//z <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ Iod <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />1Z' O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP 42 Z'X4", <br />6", W x 4'4' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FAC W TATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS, <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (Q' x 5' TITEN HD TO CMU AND (12) BIDS <br />}'x 2 k' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND 118) BIDS }" x <br />W TO GIRDER <br />G(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) }" x 57ITEN HD TO CMU AND (18) SOB J' 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 = BB85 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />r29 A 29 B 2 C <br />GIRDER CONNECTOR(S) -ALE:34"=1'-0' <br />LSTA12 20 GAUGE <br />W/ 10dxt/2 HOG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER — <br />HTT4 W/ 5/8" AB. WITH <br />MIN- 7' EMBEDMENT <br />TO SLAB 8 16tl x <br />• I 2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />• f <br />,/�GIRDERNVOOD POST CONNECTIONS <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 < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/. -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- 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 < 48M 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 Wl (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 />�o�TTACHMENT DETAIL <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19DO UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W110 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 />Z' COVER 8 Z' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0" <br />6-Cr'MAX (W/1X4) <br />OR 10'-0" MAX (W2X4) <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 />U-a' TO 3U-U' (1)'W' BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)'X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ Z' <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 37 OC <br />MAX. <br />lx4 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 />PLAN FOR LOCATION <br />TRUSS ENG) <br />CONT. 2.4 SECURED W/ <br />MAY NOT BE <br />REQUIRED <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED Q <br />- <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. .. <br />lx4 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 />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE TR sseRG o. RBTM. <br />CHEDUL <br />SCHEDULE SEECHEDUL SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE Q <br />5 1YZ' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 6' ALL AROUND <br />BOLT. <br />= Z <br />2, END OF FRONT AND REAR LEDGER SHOULD <br />°D <br />LAP A MIN OF 4'4'. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" <br />12) _ PT <br />DIA. x W MASONRY SCREWS MAY BE USED, <br />C —CP4l`.I—G 1IIRFIAF <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />VEDGEBPACM <br />CENTRALSPACNG <br />A <br />DOUBLE 2x8 <br />1I2" <br />6' O/C <br />16' O/C <br />B <br />DOUBLE 2x8 <br />314" <br />B" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />112, <br />e" O/C <br />16, O/C <br />D <br />DOUBLE 2xl0 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />3/4" <br />6' O/C <br />16, O/C <br />F <br />DOUBLE 202 <br />3/4" <br />6" O/C <br />1 17' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />UBLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 3f4"=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 />ALTERNATE MATERIALS <br />SCALE: 3/4"=T-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81-14UW2628 <br />FAX: 813.8862802 <br />IP <br />LTHDIV. & L�oT.SILVERADO <br />LOT #4 <br />BLK 15 <br />R OJECT## <br />03719.001-04151 <br />MODEL• <br />2795-CAMDEN <br />GARAGE 31rMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH ZXP. B <br />DP 03/03/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S3.1A <br />