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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 J' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />Cot) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 J' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />_WITH (12)16d x 3 k' NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP 02 2' x 4", <br />S", 8' x 4-a'MAY BE ADDED <br />Wl 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 USE, 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 />GIRDER CONNECTOR(§) -1, <br />BACI03 RM <br />TH KWM <br />3!4"WOOD PANELS <br />k9.0j <br />(2) 12' WOOD PANELS <br />(2)12" WOOD PANELS <br />2x LUMBER <br />® 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 -. <br />TRUSS ANCHOR WITH <br />(9) 1 Od x 1 J' NAILS TO <br />GIRDER. PROVIDE S' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4", <br />IT', 8" x 4'4' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />OIC TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />\­A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN <br />WITH (4) j' x 5"TITEN HD TO CMU AND (12) SDS <br />�' x 2 j" TO GIRDER <br />B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 8' TITEN HO TO CMU AND (18) BIDS J' x <br />lx2, 2x WOOD FASCIA <br />' TO GIRDER <br />32x <br />SEE ARCHITECTURAL <br />SECURED WI (3)16d <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2)J" x 57TITEN HD TO CMU AND (18) SOS }" x 3' <br />1x2 SECURED W/ i0d 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 LEIS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = SSW LBS (2 PLY MIN.) <br />2A 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) - <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W110 10d TO <br />TRUSS AND (4)114" x 2114' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19M UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALLW/10 10d TO <br />TRUSS AND (4)1/4" x 2 14' <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'-0' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-O' O.C. (AT SHEATHING <br />BACI®t K= <br />88BBi THIOWN U-0" TO 30'-0" (1)'W' BRACE SEAMS) <br />LSTA12 20 GAUGE 4100 3/4" WOOD PANELS W-1" TO 60'-0 (3) ")CBRACE W! 1OW2 HDG COMMON NAILS. SECURE l 1, PT. PLATE <br />Q EACH END TOTAL OF 10 8000 (2) 12" WOOD PANELS S'-0" MAX (W/1X4) It) "X' BRACE CENTER TO BLK W/ 12' OIA <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' <br />80 (2) trz"WOOD PANELS OR I(T-O" MAX (W/2X4)* FROM CENTER TO END. WASHER SET IN HIGH <br />90 2x LUMBER X <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />1x4 DIAGONAL MAX. <br />LVUI-BACKER <br />BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BACKER BLOCK BRACING, SEE P.T. PLATE W112tl§ 8" <br />PRE-ENG WOIST PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX <br />5/8" GYPSUM BOARD OR 12' HIGH N K RMAY NOT EQUIRED E TRUSS ENG) CONT. 2x4 SECURED W/ <br />-:1 <br />STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE (2) al O .EACH TRUSS <br />TO BE INSTALLED � <br />w/(2)12d TOENAILS BTM. CHORD OF 10-0" O.C. MAX. <br />WOOD ROOF TRUSSES <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING HTT4 W/ 5/8' A.B. WITH SEE SCHEDULE FOR <br />WALL W/ SYP No 2 STUDS SEE MIN. i' EMBEDMENT BOND BEAM REQ. <br />TO SLAB & (18) 16d x <br />PLANS FOR SPACING. SINGLE 2-12' NAILS TO POST.,Z! <br />BTM. PLATE TO BE PT. POST TO SIT DIRECTLY <br />PROVIDE DBL. TOP PLATE ON SLAB <br />PROVIDE BLOCKING <br />12'GYP, WL. BO. <br />I -JOIST CONNECTION 0-L.B.W. <br />'* SCALE: 34"=1'0 (NO UPLIFT) <br />OUTER 1/3 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 />01 <br />HOLE DIAMETER <br />< 3l5"0 DBL. STUD <br />AND BORING LIMITS <br />8 SCALE: 1 <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-9' <br />A - SIMPSON HUS28 G < 12DO LBS, U < 1280 LBS W/ (1) 34' 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/J-BOLT, S' MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. <br />C - SIMPSON HOU628.2 G < 2400 LBS, U < 1810 LBS W/ (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 < 48M 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 HGUS283 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: <br />1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 STM. CHORD BRACING END TYPE CONDITION, IF <br />10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD /+ /L �+ <br />INTERSECTION TYP. BTM. CHORD BRAVING <br />6 <br />& EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE TM <br />HEDU SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W <br />5 12' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 6' ALL AROUND <br />El BOLT. <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF 4-0'. <br />3. ALL BOLTS TO HAVE WASHERS <br />2 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 8' O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) - PT DIA. x 3' MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />SBXIEBPACNG <br />CENIHALBPACNB <br />A <br />DOUBLE 2x8 <br />12' <br />8" O/C <br />16" OIC <br />B <br />DOUBLE 2x8 <br />3/4" <br />8' O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />12' <br />W O/C <br />18' O/C <br />D <br />DOUBLE 200 <br />3/4" <br />8'O/C <br />24"O/C <br />E <br />DOUBLE 200 <br />3/4" <br />8' O/C <br />F <br />DOUBLE 2x12 <br />3l4" <br />1 8' O/C <br />17' O1C <br />10 WOOD LEDGER DETAIL <br />SCALE: <br />BLOCK WALL W/ GABLE END <br />PRE-ENG1D 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 (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 FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4'-T-a' <br />ARCNITICT• <br />GrouPn <br />144i N. RONALD REAGAN BLVD' <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA — 0003326 <br />;anon, <br />1PRO <br />HDIV. Ae LOTILVERADO <br />LOT #23 <br />BLK #13 <br />JECT <br />03719.000-23131 <br />m0DEIe <br />"2558-HAWTHORNE" <br />GARAGE OWING: <br />RIGHT <br />PALM: <br />DETAILS <br />150 MPH EXP. B <br />