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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 J' NAILS TO TRUSS <br />42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />116) 10d x 3 *'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/ lOd <br />GALV. COMMON NAILS <br />12, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'x 4", <br />6", 6' x N.W MAY BE ADDED <br />W/ 1Od 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 (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />la 1 b 1 c TYPICAL TRUSS/ ALE. <br />GIRDER CONNECTOR(S) <br />SBbEB <br />PDOBLOM <br />TFIf79E88 <br />4500 <br />314" 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 SUSFLOOR 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 />12, GYP. WL. BO, <br />SEE SHEET S1. to FOR <br />NAIL SIZE AND PATTERN <br />I -JOIST CONNECTION @ L.B.W. <br />�BDALE:3/4"=T-a' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />STM. — <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE >5/9" <br />—HOLE DIAMETER <br />< 2/5•D SGL. STUD <br />HOLE EDGE>5/6' <br />oll OLE DIAMETER <br />3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />SCALE: 1 1-=1'-(Y' <br />ENGINEERED WOOD TRL <br />(M 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 i' NAILS TO <br />GIRDER, PROVIDE 6' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4", <br />6% 8" x 4'40" 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 LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB <br />}" x 2 �' TO GIRDER <br />R41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ <br />il <br />12) J" x STITEN HO TO CMU AND (18) BIDS �' x 3' <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 1Od MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />17, O/C SEE SCHEDULE <br />SOLID, 6' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LOS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />S2aTYPICAL ROOF <br />2b 2c GIRDER CONNECTOR(S) Bs <br />8B 9 <br />BACK6RKM <br />THIdQlE88 <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 10 WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />BO <br />2z LUMBER <br />LSTA12 20 GAUGE <br />W/ lA-12 HDG 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 />TO SLAB 8 (18)16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />DNS LAB <br />LVLMOOD POST CONNECTIONS <br />5 SCALE: 3/4"=T47' <br />A-SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14) 1Dd GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 14DO LBS U <70 LBS W/ 2 31W` WEDGE-BOLT/J-BOLT 5" MIN. <br />EMBED (14) iOd GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS Wl (4) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (241 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" <br />MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST <br />FL#25749 <br />E - SIMPSON MIU4.75/16 G <3455 LBS, U <210 LBS W/ (8) 314"1 WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-11Z' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 314"=V-0' <br />6'-a' MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2114' <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 />COW 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 <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'-(Y' O/C —END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />101-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD /� p /� <br />INTERSECTION TYP. /^� BTM. CHORD BRACING <br />/ � 1 <br />SCALE: 3/4"=1'-0" <br />24' 24� MAX. w/ IJOIST SPACING <br />END <br />8" MAX. <br />END w/I-JOIST TYP TYP <br />UACIN SEE F AMING PLAN END OF <br />MAX MAX MAX LEDGER BD. <br />i? EXP. (2) 2X8 SYP P T. Q FROM (12Xl2 SYP P.T. 3/4" P. <br />BOLT/JAOLT W/? LEEDGER BOARD W EDGE L DOER BOARD TO BOLTIJ-BOLT W/2' <br />WAS HER3512' TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST WASHER951W <br />MIN. EMBED. (TYP) WITH IJDIST SOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, S" ALL <br />AROUND BOLT. FRONT <br />2. SPLICE OF FRONT AND REAR LEDGER <br />F!r In LEDGER SHOULD LAP A MIN OF <br />Z 4O.EWUH Z <br />g 3. ALL BOLTS TO HAVE WASHERS <br />4, EXP. SOLTSIJ-BOLTS SHOULD Bea T <br />NOT BE ANY CLOSER THAN 8' <br />Z Ole. 2 <br />� 5. ONLY LEDGER IN DIRECT �- � � <br />(2) 2X8CONTACT (REAR LEDGER) WITH REAR <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />EO BPACJNO <br />CBViRKSPACING <br />A <br />DOUBLE SYP 2X8 <br />12" <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2X12 <br />(2) 3/4' <br />8" MAX. <br />24" O/C MAX. <br />1-JOIST WOOD LEDGER DETAIL <br />0 SCALE: 3/4"=V-O' <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA, <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0' (1) "X" BRACE <br />30'-l" TO 69-0 (3) "X" BRACE <br />(1) "X" BRACE 0? CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER—� <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 1/7' DIA <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED, AT 37' OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12Bs 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 108s o EACH TRUSS <br />TO BE INSTALLED 0? <br />10'-0" O.C. MAX. <br />�1 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE. 3l4"=l'-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 (Fl 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 />1 SCALE:-'=1'-a' <br />1 N. RONALD REAGAN BLV <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Al <br />g <br />F <br />yrr� <br />v <br />4 <br />BU33DIV de LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #9 <br />PROJECT# <br />04181.000-06091 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH E C <br />