Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />Q 24" O/C, SUBMIT SHOP <br />"ROOFNVALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x t }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4", <br />1Od TSIMPSON <br />HTSM20 W/10 10d TO <br />SHEATHING <br />16d x 1 NAILS TO TRUSS <br />x 1 }" NAILS TO <br />MAYBE ADDED <br />6", 8" x 4'-0NAILS, <br />TRUSS AND 1/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB , <br />GIRDER. PROVIDE 5" <br />GI DE <br />WI tOd NAILS, 2 ROWS, 3" <br />HORS" O <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />0/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", <br />EMBEDMENT, USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />2x WOOD FASCIA ACCOMMODATE TRUSS <br />A_(,) SIMPSON LGT&SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1l4" x 2 1/4" <br />2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />SE <br />WITH (4)'�" x 5" TITEN HO TO CMU AND (12) BOBTITEN <br />CONT POURED LINTEL <br />2x SECURED W/ (3) i 6d <br />}" x 2 }" TO GIRDER <br />GALV. COMMON NAILS, ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1 x2 SECURED W/ 10d TRUSSES 24" O/C, <br />,� 2x WOOD FASCIA <br />(2) }' x 5" TITEN HD TO CMU AND (18) SOS }" 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) i6d <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 />tx2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />SCHEDULE ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O/C <br />SEE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />, <br />A ALLOWABLE UPLIFT = U:1810 LBS, 070 LBS (i PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2" COVER 8 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b 1c .3 '_,'_" <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />A <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SALE 3/4'=,' <br />3 SCALE:34"=1'0 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0- (1) "X" BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO ELK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" <br />FROM CENTER TO END, WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED (� <br />10`0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />7 <br />NOT USED <br />PRE-ENG'D TRUSS SCALE:3/4"=V-a' <br />6 <br />NOT <br />USED <br />5 <br />NOT USED <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 <br />NOTCH DEPTH 1/4"D <br />HOLE EDGE >5B" <br />USED SO LONG AS THEY CONFORM TO THE <br />H25ED <br />FOLLOWING <br />SOLE. STUD <br />OUTER 113 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 1518" <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 />' <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 />ol <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />NOT <br />USED <br />NOT USED <br />��ALTERNATE'MATERIALS <br />11 <br />AND BORING LIMITS <br />g <br />10 <br />SCALE:34"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />0 <br />9v8Dsv. at LoT: <br />SILVERADO <br />LOT #44 <br />BLK #18 <br />PROJECT* <br />04128.002-44181 <br />MOOR 4 <br />4EAB <br />"1672—ARIA" <br />GARAGE 9Wn4o: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />