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Ill <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x, }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFAVALL/FLOOR <br />1100 UPLIFT ON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />H IDd T <br />HTSM20 W/10 10d TO <br />(12) 16d x i }" NAILS TO TRUSS SHEATHING <br />FASTENER SCHEDULE' <br />TRUSS AND (a) x 2 t/a• <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />RS <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP 42 z <br />41900 UPLIFT SIMPSON <br />(I S) 10d x 3 e NAILS TO GIRDER AND A E <br />6•, 8' x ADDED <br />HT6M20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA76 TRUSS ANCHORS NAILS, <br />S, 2 O <br />W/ 10d NAILS, 2 ROWS, 3' <br />E <br />OPPOSITE FACES OF <br />WITH (12) 18d x 3 J' NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) 1/4' x 2 114' <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 />1x2 SECURED W/ tOd TRUSSES .21 O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRYBONOBEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />NCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />2, COVER 8 2' APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />la lb lc 34 <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />=,'-o' <br />GIRDER CONNECTOR(S) <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0- O.C. (AT <br />O PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24- O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />-0 6'" MAX (W/1 X4) <br />OR 10'-0" MAX (WP2X4) <br />O <br />(2) 2X4 Na.2 SYP DIAL. 2x4 BLOCKING BETWEEN <br />BRACE W/ 13) 12d ®EA. TRUSSES WHERE <br />TRUSS (DIA.. BRACE TO X-BRACING IS PRESENT AT <br />® <br />• 1x4 DIAGONAL <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />SEAMS) <br />0'-0' TO 30'-0- (1) -X- BRACE2(2) <br />BRACING, SEE <br />LOCATION <br />VERIFY <br />30'-1- TO 60'-0 (3) -X• BRACESECURE 2x8 PT, PLATE <br />PLAN FOR LOCATION <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />(1)'X' BRACE 0 CENTERTO BLK W/ 1/2' DIA. <br />U d MAY NOT BE <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2' <br />..•1 <br />(2)'X' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2' <br />N ¢ a 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 />EMBED. AT 32. OC <br />BTM. CHORD OF <br />EMBED, AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />SEE ARCHITECTURALMIN. <br />MAX, <br />WOOD ROOF TRUSSES <br />PLATE W/ 12d's 8' O.C. MAX <br />RE-ENG GABLE TRUSSSECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />CONC. POURED <br />STIFFBACK (AS PERO.C. MAX <br />LINTEL COURSE <br />TRUSS ENG)CONT. 2x4 SECURED W/ <br />10d's 0 EACH TRUSS <br />TO BE INSTALLED <br />10'-0. O.C. MAX. <br />1x4 STM. CHORD BRACING 8'-0' O/C END WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CONT. 20 SECURED W/ (2) 10d's 0 EACH <br />10-0. 0/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED 0 IV-0'O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BOND BEAMREo. <br />wrERSEcnoNrvP. BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 SCALE:34'=,'-o <br />GABLE TRUSS @ CMU WALL <br />4' <br />SCALE: 3/4'=1'-0• <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:B/4•=1'-0' <br />NOTCH DEPTH 1/4•D <br />GE>5/6" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />METER <br />L. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OF <br />OUTERSPAN <br />FOLLOWING <br />ONL <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 />q <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE<3/5.0 DBL. STUD <br />SUBJECT TO FI AND F2 FORCES. <br />STUD NOTCHING <br />O AND BORING LIMITS <br />8 SCALE:11/2'=1'-0' <br />84LT�ATE MATERIALS <br />SCALE:3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdealgngmup.com <br />L AA M: 0003325 <br />rn <br />t <br />IL <br />[SUBDIV ae w7l <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT# <br />0418 .000-21081 <br />MODEL, <br />4EWB <br />"1499—FREEPORT" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRnWT <br />ATZ: 10/15/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />