Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP "ROORWALLIFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 k' NAILS TO TRUSS PLYWOOD SHEATHING SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFAVALUFLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x <br />HTSM20 /, TO <br />180 x 1 NAILS TO TRUSS <br />x 1 NAILS TO 67, 8" x MAY BE ADDED <br />E <br />AND <br />TRUSS AND (4) 1 x 21/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB , <br />GIRDS R <br />GIRDER. PROVIDE 5' W! tOd NAILS, 2 ROWS, 3" <br />NAILS, <br />TITEN 2 ANCHORS TO <br />H RS <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 7' x 4 % <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />(16) 10d x 3 �' NAILS TO GIRDER AND 6', W x 4'-0" MAY BE ADDED <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />UPLIFT TIEDOWN REQUIREMENTS. <br />PSPOS TE FACES �� PRE-ENG TRUSS <br />WITH (12)16d z 3 J" NAILS TO GIRDER OIC TO FACILITATE ONE <br />CONNECTOR <br />CONNECTOR <br />ADDITIONAL PLY MAX TO <br />BLOCK WALLW/1010d TO <br />ACCOMMODATE TRUSS <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 21/4" <br />1x2, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4)' x 5' TITEN HD TO CMU AND (12) SOS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />k x 2 }" TO GIRDER <br />CONT POURED LINTEL <br />2z SECURED WI (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 24" O/C, <br />1x2, 2z WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL 3' TO GIRDER <br />17, O/C FOR REVIEW <br />2x SECURED W/ (3)16tl C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. (2) }'x 5'TITEN HD TO CMU AND (18) SDS }' x 3' <br />1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />17, Or_ SEE SCHEDULE SOLID, W EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LES (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LEIS (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 />7' COVER 8 T APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />la lb lc SCALE 34'=1'-0" <br />TYPICAL ROOF <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 230 BLOCKING BETWEEN <br />BRACE W/ (3)12d ® 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)'9C' BRACE SEAMS) <br />3T-1" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA <br />(2) "X" SRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2z8 <br />P.T. PLATE W/ 12d%S" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2(4 SECURED W/ <br />(2) 10Gs ® EACH TRUSS <br />TO BE INSTALLED <br />10'-P' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 34'=1'-0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4•D <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />IAMETER <br />DIA <br />FOLLOWING <br />2f5*OUTER <br />1/3 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 (Ft AND F2) LOAD CAPACITIES <br />EDGE >5/8" <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />,,--HOLE <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 Ft AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5'D DBL STUD <br />STUD NOTCHING <br />�, ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/2 =1'-0' <br />i"l N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX- 407-774-4078 <br />wwwAbdesign"p.eom <br />L AA #: 0003325 <br />uP <br />QY. <br />OIC <br />atmDly ae I,OT <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />Plt0JECT# <br />04128.002 0819 <br />MODZU <br />4EAB <br />"1672—ARIA" <br />GI►RA03C SIFMG: <br />RIGHT <br />PAGIM <br />DETAILS <br />150 MPH EXP B <br />DAr-pnn" 04/06/20 <br />SM"9^ 1/4-=1'-0" <br />al�a�T <br />s3.1A <br />