Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />.. (9) 10d x I J' NAILS TO TRUSS <br />B-(2) SIMPSON HETA76 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 HETA76 TRUSS ANCHORS <br />WITH (12)1Bd x 3 }" NAILS TO GIRDER <br />ix2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS / <br />12"O/C <br />'MASONRY BOND BEAM o <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLIFLOOR HTSM UPLIFT SIMPSON <br />SHEATHING 20 W/1010d TO <br />FASTENER SCHEDULE" TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: APT SYP 022"x4", <br />6", W x 4'-0" MAY BE ADDED H 1900 UPLIFT (2) SIMPSON <br />ON <br />W/ 10d NAILS, 2 ROWS, W OPPOSITE <br />INSTALLED ON PRE-EIJG TRUES <br />OA: TO FACILITATE ONE OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO BLOCK WALL )1/4 t 2 TO <br />ACCOMMODATE TRUSS TRUSS AND HORS" x 2 1/4" <br />ANCHOR REQUIREMENTS, CTITENOOT 2 ANCHORS TO CONTINUOUS BOND BEAM <br />CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <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 />S1ATYPICAL TRUSS/ <br />S&1B 1C GIRDER CONNECTOR(S) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.— <br />PLATE <br />DEPTH IWO <br />—HOLE EDGE >5/8" <br />-HOLE DIAMETER <br />2/5"0 SGL. STUD <br />HOLE EDGE >5/8" <br />01 <br />HOLE DIAMETER <br />- 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=7'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'4" (1) "X" BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)'X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1) -r BRACE @ CENTER <br />TO BLK W/ 112" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/2" <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />�R 10'4- MAX (W/2X4) v <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />BTM. CHORD <br />BRACING, SEE <br />STIFFBACK (AS PER <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) <br />CONT, 2x4 SECURED W/ <br />U 0. <br />MAY NOT BE <br />(2)10d's @ EACH TRUSS <br />a <br />REQUIRED <br />TO BE INSTALLED( <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />Tr <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />... <br />1 x4 BTM. CHORD BRACING 6-0" O/C —/ END WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" 0/C MAXSECURED WI (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD �L �+ <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=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 (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 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 Fi AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 000332E A <br />r <br />r <br />Z <br />3 <br />stramv. Z LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #10 <br />PROJECT* <br />04181.000-15101 <br />1[ODEL• <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />