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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SON <br /># 1100 UPLIFT SIMPTO <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />HTSM20 W <br />(12)16d x 1 }" NAILS TO TRUSS SHEATHING <br />FASTENER SCHEDULE" <br />TRUSS AND z 2 1/4" <br />(4)11 "x <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />HORS" <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />-(1) SIMPSON LGT2 GIRDER TIEOOWN WITH NOTE: A PT SYP #2 2" x 4", <br /># 1900 UPLIFT (2) SIMPSON <br />(16) i Od z 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA76 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL TO <br />ADDITIONAL PLY MAX. TO <br />)114" x 2 <br />TRUSS AND (4)1/4" x 2 V4" <br />1X2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />ix2 SECURED W/ iOd TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" 01C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, 0430 LEIS (2 OR 3 PLY) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT=U:?705 LEIS (2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b 1c ° = <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />3 SCALE:3/4"=V-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE�NG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />6'-0" MAX (W/1X4) <br />�R 10'-0" MAX (W/PX4) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X�RACING IS PRESENT AT <br />m® <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />tx4 DIAGONAL <br />BTM. CHORD <br />BRACING. SEE PU1N FOR <br />FOR STRAPPING <br />0'-0" TO 30'4" (1) "X' BRACE SEAMS) <br />BRACING, SEE <br />LOCATION <br />VERIFY <br />01 <br />30-1"TO 80'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />x <br />�" PLAN FOR LOCATION <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />"1"" BRACE CENTER TO BLK W/ 112" DIA. <br />IU a>> MAY NOT BE <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />(2) X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />i� l S I- REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END. WASHER SET IN HIGH <br />x <br />STRENGTH EPDXY 6" MIN. <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />MIN, EMBED, AT 32" OC <br />BTM. CHORD OF <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />SEE ARCHITECTURAL <br />MAX, <br />WOOD ROOF TRUSSES <br />PLATE WI 12d's 8" O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2z8 <br />P.T. PLATE W/ 12d's 8" <br />CONC. POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)1 Od's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />iX4 BTM. CHORD BRACING 6'-U' O1C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CONT. 2X4 SECURED W/ (2)1Od's @ EACH <br />10'-0" O/C MAXSECURED Wl (2)1Od DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED @ 10'4- O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BOND BEAM REG. <br />INTERSECTION TYP, BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 scALE:3a"=r-0" <br />GABLE TRUSS @ CMU WALL <br />4 <br />-V-0" <br />SCALE: 3/4 <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />NOTCH DEPTH 1/4•0 <br />HOLE EDGE >5/6" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><2/5"D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 1/3 OF <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE -5/8" <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 />_ <br />�r <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 H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 315"D DBL. STUD <br />SUBJECT TO Fl AND F2 FORCES. <br />STUD NOTCHING <br />%1 AND BORING LIMITS 0 <br />SCALE: 1 1/2"=1'-0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3/4"=1'-O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.wm <br />AA #: 0003325 <br />f <br />ddd <br />� <br />M <br />'pRj� <br />a <br />aunDIV" & LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK #15 <br />PROJECT# <br />04181.000-06151 <br />MODELA <br />4EWB <br />"1499—FREEPORT" <br />GARAGE EWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />