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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR <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 10d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALUFLOOR <br />TRUSS ANCHOR WITH <br />NOTE. A PT SYP #2 7' x 4", <br />TRUSS AND (4)114" x 2 114" <br />SHEATHING <br />16d x 1 NAILS TO TRUSS <br />x 1 NAILS TO <br />MAY ADDED <br />6", 8" x 4'-0NAILS, <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB , <br />GIRDER. PROVIDE 5" <br />GI DE R <br />O <br />W/ 10d NAILS, 2 ROWS, 3" <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: APT SYP #2 7' x 4", <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 'NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 102 TO <br />TRUSS AND (4)1/4" x 2 11,V <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />L <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) j" x 5" TITEN HD TO CMU AND (12) SOS <br />CONT POURED NTEL <br />SEE ARCHITECTURAL <br />�" x 24, TO GIRDER <br />2x SECURED W/ (3) 16tl <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 1Od TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2)}' x 5" TITEN HO TO CMU AND (18) SIDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C FOR REVIEW <br />2x SECURED W/ (3) 16tl <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) J' x 5"TITEN HD TO CMU AND (18) SIDS }'x 3" <br />lx2 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 />17' O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEE (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR $ PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U12365 LBS, LA430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />Z. COVER 8 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />13 1b 1c <br />ROOF <br />p <br />3 <br />GIRDER CONNECTOR(S) SCALE: 3/4"=1'0 <br />322a2b�2cTYPICAL <br />SAL 4'=1' <br />SCALE 3/4"=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. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. TRUSSES WHERE <br />H <br />LSTA12 20 GAUGE <br />TRUSS DIAG. BRACE TO <br />( X-BRACING PRESENT AT <br />W/ tOdx1/2 HOG NAILS <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W EACH END. TOTAL OF 10 <br />SEAMS) <br />ELEVATIONPER <br />0'-0" TO W-0' (1) "X" BRACE <br />FLOOR <br />30'-l" TO 60'-0 (3)'W BRACE SECURE 2x PT. PLATE <br />GIRDER <br />as MAX (All X4) <br />(1)"X"BRACE ® CENTER TO BLK W/ 1/2" DIA. <br />OR IU4' MAX (W(2X4) <br />2 'X" BRACE DIVIDED EQUALLY <br />() ANCHOR BOLT W/ 7' <br />mp <br />�{' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />PER ELEVATION <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 37' OC <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />MAX. <br />PRE -ABLE TRUSS SECURE GABLE TO 2x8 <br />ENG G <br />5/8" GYPSUM BOARD OR 117' HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12tl's 8" <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w! (2) <br />H <br />q <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED Q <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A, B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" 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 RED. <br />BTM. PLATE TO BE PT, <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />1 O/C STAGGERED. <br />ADDITIONAL METAL 1/2" GYP. WL. B0. <br />01x4 <br />BTM, CHORD BRACING A' 0" 0/C <br />END WALL OR OTHER <br />CONNECTORS NOT <br />° <br />- ° a <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />!- 0 • a <br />10'-0" O/C MAXSECUREO 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 />6 <br />POST CONNECTIONS <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=T-0" <br />PRE-ENG'D TRUSS <br />�GIRDER/WOOD <br />5 <br />a •. e. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />SCALE:3/4"=l'0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4•D <br />P'DHQLE EDGE>5/6" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br />2/5•D SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 -5/8" <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 Hi OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 w <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE J <br />01 <br />SUBJECT TO F1 AND F2 FORCES, <br />BTM. HOLE DIAMETER <br />PLATE c ", DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 117'=l'-0 <br />SCALE'.34"=1'-0" <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-8078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />C <br />ABBOTT PARK <br />LOT #22 <br />BLK #11 <br />PROJECT' <br />04181.000-22111 <br />MODEL& <br />4EBB <br />"1828—CALI" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />