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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1Od a 1 k' NAILS TO TRUSS <br />1342) gIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 J" NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J" 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 />1Z. O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' 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 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 />YPICAL TRUSS/ <br />SSS3G—IRDER <br />CONNECTOR(S) SSCALE33//7-T-Or <br />SERIES <br />BALMOLOCK <br />THIOOIE88 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2' WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2.LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG I -JOIST <br />5/8" GYPSUM BOARD OR 1/2' 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 DEL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />I -JOIST CONNECTION @ L.B.W. <br />4 scALE:34"=1'11' (NO UPLIFT) <br />DEPTH 1/4•D <br />—HOLE EDGE>5/8" <br />—HOLE DIAMETER <br />2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 SCALE: 1 12"=1'-0" <br />HOLE EDGE 15/6' <br />HOLE DIAMETER <br />< 315*0 DBL. STUD <br />ENGINEERED WOOD TRU <br />Q 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 />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 Z' x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />1—A41) SIMPSON" LGT 5 GIRDER WN <br />WITH (4) �" x 5" TITEN HD TO CMU AND (12) SOB <br />N HD T (12) SOB <br />�' x 2 �' TO GIRDER <br />J(I�N�J <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) BOB J" x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) �' x 571TEN HD TO CMU AND (18) BOB }'x 3" <br />lx2 SECURED W/ 10d 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 = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8085 LBS (2 PLY MIN.) <br />_ �R 9� TYPICAL ROOF <br />' GIRDER CONNECTOR(S) rALE <br />SERFS <br />1111m SLOCK <br />1FAf7em <br />4500 <br />314" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />80 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN, 7" EMBEDMENT <br />fLL70 <br />& (18)16d x <br />LS TO POST., <br />SIT DIRECTLY <br />14 •C _fl <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0' <br />NOTE: <br />A --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 (6)16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G <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 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"1 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, 6' <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/1010d TO <br />TRUSS AND (4)114" 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/10 1 Od TO <br />TRUSS AND (4)114" x 2 114' <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 & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0' <br />6'-0" MAX (W/1X4) <br />�R 10'-0" MAX (W/2X4) <br />1x4 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)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP ^ BTM. CHORD BRACING <br />6 1 <br />SCALE: 314"=1'-0" <br />5'EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE T <br />CHEDUL SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O <br />5 12" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />2: 2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF 4'4'. <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) _ PT DIA. x 3" MASONRY SCREWS MAV BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />SEDGESPACING <br />CEMAALSPACING <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />16' O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2.10 <br />12" <br />8" O/C <br />16,101C <br />D <br />DOUBLE 2x10 <br />314' <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x1D <br />3/4" <br />6' O/C <br />16, OA3 <br />F <br />DOUBLE 2x12 <br />3/4" <br />6' O/C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <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 />V-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE (9 CENTER <br />TO ELK W/ 1/2' DIA. <br />(2) 'X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2. WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />1.1(2) <br />MIN. EMBED. AT 32' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 214 SECURED W/ <br />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-ENG'D TRUSS SCALE: 3/4"=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, 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 />:��Scu <br />ATE MATERIALS <br />: 3/4"=_ <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813$88.2802 <br />BUHDIV Ae LOOT: <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719,00—14161 <br />MODELS <br />6 — <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DET ILS <br />1 MP XP, <br />