Laserfiche WebLink
-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 k' NAILS TO TRUSS <br />{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 />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(1 <br />6) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 J" NAILS TO GIRDER <br />?, 2x WOOD FASCIA <br />E ARCHITECTURAL <br />SECURED W/ (3)16d <br />LV. COMMON NAILS. <br />SECURED W/ 10d <br />LV. COMMON NAILS <br />O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'4' 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 />S <br />1B 1C TYPICAL TRUSS/ SCALE 34"=1'-0" <br />GIRDER CONNECTOR(S) <br />SERIES <br />BAOO BLOCK <br />7HONESS <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 />a0 e <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <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 />1/7' GYP. WL. BD, <br />SEE SHEET SlAA FOR <br />NAIL SIZE AND PATTERN <br />�_,�I-JOIST CONNECTION @ L.B.W. <br />�* BQALE:3/4"=1'-0" (NO UPLIFT) <br />OUTER 113 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 -5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD <br />ND BORING LIMITS <br />�VJSCALE: 1 1/7'=1'-0" <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />ANDAPPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO <br />GIRDER. PROVIDE B' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />SE <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />!� <br />lx2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />17' O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x 4", <br />6", 8" x 4'-U'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) BIDS <br />}'x 2 J' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 5" TITEN HD TO CMU AND (18) BOB }" x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) j" x 57ITEN HD TO CMU AND (18) SDS �' 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 />_n TYPICAL ROOF <br />"� "' "' GIRDER CONNECTOR(S) SCALE:$/4"='-0 <br />IIERB <br />BACI�RBLOCK <br />THIOM <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 />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />a EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />Ai <br />MIN. 7' EMBEDMENT <br />TO SLAB 8 (1 8) 16d x <br />2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=l'-0" <br />NOTE: <br />W_-WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM <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 HGUS2&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) 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 />ATTACHMENT DETAIL <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4"x 21/4" <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 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 7' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />9 <br />6'-0" MAX (W/1X4) <br />FOR 10'-0" MAX (W/2X4) le <br />lx4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <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)1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. �'� BTM. CHORD BRACING <br />SCALE: 3/4"=1'-0' <br />SEDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T u o <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 />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, TALL AROUND <br />BOLT. <br />- Z <br />2, END OF FRONT AND REAR LEDGER SHOULD <br />00 <br />LAP A MIN OF 4'-U'. <br />3. ALL BOLTS TO HAVE WASHERS <br />= Z <br />4. EXP. BOLTS/J-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 MAV BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />BEDDESPAONB <br />CENTRALSPACING <br />A <br />DOUBLE 2x8 <br />112, <br />W O/C <br />16, O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />W O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />1Y1" <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 200 <br />3/4" <br />6" 0/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />1T O/C <br />S <br />WOOD LEDGER DETAIL <br />SCALE: <br />(2) 2X4 No,2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12tl ®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) "X" 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/ 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 2.8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's C EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-EN&D TRUSS SCALE:34"=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 (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, Ft, 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-O" <br />A I C R I T I C T 8 <br />6 <br />Grou i �n <br />41 N. RONALD REAGAN BL\ <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />F <br />14 <br />y4 <br />C <br />m <br />4 <br />eF <br />C <br />SVHDIV. ee LOT- <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT* <br />03719.001-12161 <br />MODEU <br />"2558-HAWTHORNE" <br />GARAGE BVrMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EA B <br />