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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1�' NAILS TO TRUSS <br />42) 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 />41) 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/ 10d <br />GALV. COMMON NAILS <br />12, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/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 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 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 1b 1c GIRDER CONNECTOR(S) -CAL :34"=1'-0" <br />k� <br />Sm <br />BAO(:A BLOCK <br />TIOCIONM <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8•' GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST 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 />1/2' GYP. WL. SD. <br />I -JOIST CONNECTION @ L.B.W. <br />4 <br />SCALE:3/4"=l'-a' <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 2/5`D SGL. STUD <br />OUTER <br />113 OF <br />SPAN ONLY <br />HOLE EDGE >5/6' <br />BTM. <br />in <br />HOLE DIAMETER <br />PLATE <br />< 3/5'0 DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2'=1'-a1 yr=r-a' <br />ENGINEERED WOOD TRU <br />0 24•' O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 -. <br />TRUSS ANCHOR WITH <br />(9) 1Dd x 1 �' NAILS TO <br />GIRDER. PROVIDE 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED Wl (3) t6d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />MASONRY BOND <br />GALV, COMMON NAILS <br />BEAM <br />12" O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <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/ 10d 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 LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS <br />}" x 2 }" TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) SOS �' x <br />W TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) }'x 57ITEN HD TO CMU AND (18) BIDS �' 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 LBS (2 PLY MIN.) <br />2a 2b 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />BFR <br />BACI®tmm <br />TNIC OM <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 12" WOO D PANELS <br />90 <br />ZZ LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx12 HDG COMMON NAILS. <br />'0 EACHEND TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (18)16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />a< <br />4 G_ <br />LVI-MOOD POST CONNECTIONS <br />5 SCALE 34"=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) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LSS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, S' MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - BIMPSON 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 <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, S' <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) 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"=17 <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 WI10 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) 1l4" 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 Z' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />6'-0" MAX (W/1x4) <br />�R 1U-0" MAX (W/2X4)� <br />(2) 2X4 No.2 SYP DIAG. <br />2.4 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'-a' O.C. (AT SHEATHING <br />SEAMS) <br />0'-0" TO 30--a' (1) "X" BRACE <br />30'-l" TO 60'-0 (3) W- BRACE <br />SECURE 2x8 PT. PLATE <br />(1)'•X" BRACE @ CENTER <br />TO BLK W/ 12' 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 32'OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 26 <br />DIAGONAL <br />P.T. PLATE W/ 12d's 6' <br />I. CHORD <br />STIFFBACK (AS PER <br />O.C. MAX <br />,CING, SEE <br />TRUSS ENG) <br />CONT, 2x4 SECURED W/ <br />N FOR LOCATION <br />(2) tOd's 0EACH TRUSS <br />NOT BE <br />TO BE INSTALLED <br />IUIRED <br />10'-0" O.C. MAX. <br />CHORD OF <br />)D ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. .,. <br />lx4 BTM. CHORD BRACING S-(P 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 �BTM. <br />/�INTERSECTION TYR HORD BRACING <br />SCALE, 3l4"=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 W <br />51/2' MIN. EMBED. (TYP) <br />ETI <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />f <br />LAP A MIN OF 4'-01'. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTSU-BOLTS SHOULD NOT BE ANY <br />m <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" <br />(2) _ PT <br />DIA. x 3' MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />VEDBESPACM <br />CEfrRALSPACM <br />A <br />DOUBLE 2x8 <br />12' <br />8" O/C <br />16, O/C <br />B <br />DOUBLE 218 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE Zd 0 <br />12' <br />8" 0/C <br />1671O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />e" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />34' <br />6" O/C <br />16, O/C <br />F <br />DOUBLE 202 <br />3/lV <br />6" O/C <br />12' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=1'-a' <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 Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-9' <br />MAR <br />A I C I IT I C T I <br />Growi �n <br />Al N. RONALD REAGAN SU <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0. <br />rq <br />q�p <br />y <br />0 <br />�m <br />4 <br />I U13DM & LOT. <br />SILVERADO <br />LOT #11 <br />BLK #15 <br />PROJECT# <br />03719.001-11151 <br />MODEL: <br />"2045-L41ITANA" <br />GARAGE OWMCF: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 H <br />2021 <br />DATTIM 03/02/21 <br />MICAIM: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />