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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />Q 24" 0/C, SUBMIT SHOP <br />"ROOFANALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 W/10 TO <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALIJFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 Z' x 4", <br />)1/ "x <br />TRUSS AND (4) 1/4" z 2 1/4" <br />SHEATHING <br />(12) 16d x 1 }" NAILS TO TRUSS <br />(9) 10d x 1 k' NAILS TO <br />6% 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, 3" <br />CONT POURED LINTEL <br />OVER TRUSS SNOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 Z' 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />x <br />(16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" 4'1Y' MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />x <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, <br />HEAVYUPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />2 ROWS, 3" <br />WITH (12) 16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />2 S TO <br />ANCHOLINTEL <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) j" x 5" TITEN HD TO CMU AND (12) SIDS <br />CITEN <br />ONT <br />SEE ARCHITECTURAL <br />4" x 2 4" TO GIRDER <br />2x SECURED W! (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />2x WOOD FASCIA <br />(2) }" z 5" TITEN HD TO CMU AND (18) SOS 4' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SE <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />1Z' O/C FOR REVIEW <br />2x SECURED W/ (3)16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) �' x 5"TITEN HD TO CMU AND (18) SDS *'x 3" <br />ix2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />iZ' O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER 8 Z' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />_ , w <br />la 1U �C B°"` 3'°""�' <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />322a 2b 2c <br />S L 4"=1-0" <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. BLOCKING BETWEEN <br />LSTA1220 GAUGE <br />BRACE W/ (3) 12d 0 EA. TR <br />TRUSSES WHERE <br />W/ 10dx1/2 HDG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />W EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />PER AT <br />0'-0" TO 30'4" (1) X' BRACE SEAMS) <br />FLOOR <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE ZK T. PLATE <br />GIRDER <br />64' MAX (MIX4) <br />(1) "X" BRACE CENTER TO BLK W/ 1!Z' DIA. <br />oR 10-0^ MAX (WR(4) <br />(2) W: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' <br />* <br />FROM CENTER TO END. WASHER SET IN HIGH <br />P VATI <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD <br />" <br />" <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIfFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />a <br />zr w <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10d's (c$ EACH TRUSS <br />TO BE INSTALLED 0 <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" AB. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8,(18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/Z' NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING, SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL PROVIDE BLOCKING <br />1Z' O/C STAGGERED. <br />ADDITIONAL METAL 1/Z' GYP. WL. BD. <br />- <br />° <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />CONNECTORS NOT <br />4• <br />- ° <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />i� - . 0 <br />° <br />10'-0" O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />UPLIFT IS PRESENT. <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />�� BLOCK WALL W/ GABLE END <br />v <br />, <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3M"=1'-0" <br />PRE-ENG-D TRUSS SCALE: 3f4"=1'-0" <br />.,a..• _ ° as. <br />f.. <br />v <br />3/4"=1'-0" <br />3CALE: <br />„ FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />8" <br />USED SO LONG AS THEY CONFORM TO THE <br />R <br />FOLLOWING <br />UD <br />OUTER <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN <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 />HOLE EDGE >518" <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 />%TE <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 FORCESHOLE <br />DIAMETERCE<.-D <br />DBL. STUD <br />S1 <br />STUD NOTCHING <br />(-,ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1/Z'=1'-Y' <br />11 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />iLi <br />9 <br />aunDm ae LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJECT# <br />04181.000-02131 <br />MODEL' <br />4EBB <br />"1828-CALI" <br />GARAGE 8WD9G: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH Ea gj <br />