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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETAi6 TRUSS ANCHORS <br />WITH (12) l6d x 3 J" NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" OlC <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALLIFLOOR # 1100 UPLIFT SIMPSON <br />SHEATHING HTSM20 W/1010d TO <br />FASTENER SCHEDULE" TRUSS AND (4)1/4" x 2 1W <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP #2 2" x 4", <br />6 8" x 4'-0" MAY BE ADDED # 1900 UPLIFT (2) EDONSIMPSON <br />W/ 10d NAILS, 2 ROWS, 3" OPPOSITE <br />INSTALLED ON PRE-ENG TRUSS <br />O/C TO FACILITATE ONE OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO BLOCK WALL )110 10d TO <br />ACCOMMODATE TRUSS TRUSS AND H RS z 2 il4" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES 0 24" OIC, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = UA 810 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 />S1A B 1C TYPICAL TRUSS/ <br />S&I C) I'✓ GIRDER CONNECTOR(S) rLr =1�- <br />DEPTH IWO <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />G AND BORING LIMITS <br />SCALE: i 1/2"=1'-0" <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5`1) DBL. STUD <br />6'-0" MAX (W/1X4) <br />9R 10'-0" MAX (W/2X4)* <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1z4 DIAGONAL <br />BTM.CHORO <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 V-O" O/C —/ --END WALL OR OTHER <br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30--0" (1) "X" BRACE <br />30'-V TO 60'-0 (3)'70' 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 (ASPER� <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X43RACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BILK W/ 1/2" DIA. <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.0 MAX <br />CONT. 2x4 SECURED W/ <br />(2)10d's C EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX. <br />%BLOCK WALL W/ GABLE END <br />' PRE-ENG D TRUSS SCALE:3/4"=1'-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: 3/4"=T-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />Qc <br />lip2 <br />g <br />suumv. Ac LOT: <br />ABBOTT PARK <br />LOT ##17 <br />BLK" ##10 <br />PROJECT <br />04181.00U-17101 <br />MoDzu <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE STfWC: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />