Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }' NAILS TO TRUSS <br />B-(2) 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 HETA16 TRUSS ANCHORS <br />WITH (12) l6d x 3 }" NAILS TO GIRDER <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED WI (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED WI I. <br />GALV. COMMON NAILS / <br />12" On <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6". 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />On TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES @ 24" On, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />@ 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />On TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS, <br />\.—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J" x 5"TITEN HD TO CMU AND (12) SOS <br />} x 2 J" TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) j" x 5" TITEN HD TO CMU AND (18) SDS J" x <br />1.2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV, COMMON NAILS. <br />(2) e x 5"TITEN HD TO CMU AND (18) SOS t x 3" <br />lx2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 21/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) BDAL --=- <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2a 2b 2c TYPICAL ROOF 4- <br />GIRDER CONNECTOR(S) <br />3 <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE:34"=1'-0" <br />(2) 2X4 No.2 SYP DIAL. <br />2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d @ EA. <br />TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />LSTA72 20 GAUGE <br />COVER 5 TRUSSES ) <br />4'-0" O.C. (AT SHEATHING <br />W/ 10dx1/2 HOG NAILS <br />0'-0" TO 30'-0" (4) "X" BRACE <br />SEAMS) <br />@ EACH END. TOTAL OF 10 <br />30'-l" TO 60'-0 (3)'X- BRACE <br />SECURE PT. PLATE <br />PER LEVATION <br />(1) "X" BRACE @ CENTER <br />I 1 <br />TO BLK WI <br />FLOOR <br />(2)'X" BRACE DIVIDED EQUALLY <br />BOLT W/ <br />ANCHOR BOLT W/ 2" <br />GIRDER <br />6'-O" MAX (W/1X4) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />�R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />PER ELEVATION <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />TM. CHORD <br />BRACING, SEE <br />STIFFBACK (AS PER <br />P.T. PLATE WI 12d's B" <br />O.C. MAX <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) <br />CONT, 2x4 SECURED W/ <br />STRENGTH Cl-G. BOARD <br />9 U ri <br />MAY NOT BE <br />(2)10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w! (2) <br />iv y <br />REQUIRED <br />TO BE INSTALLED @ <br />16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />STM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />TO SLAB & (18)16d x <br />2-112" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO 8E PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 SCALE:3/4"=V-0" (NO UPLIFT) <br />OUTER 1/3 ( <br />SPAN ONLY <br />NOTCH DEPTH 1/4'D <br />O y <br />/ HOLE EDGE >5/8" <br />�<OLE DIAMETER <br />2l5"D SGL. STUD <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE >50 <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />d <br />r,-'�GIRDER/WOOD POST CONNECTIONS <br />J SCALE: 3/4"=1'-0" <br />lx4 BTM. CHORD BRACING 6'-0" O/C J --END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" On MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. ^ BTM. CHORD BRACING <br />G 1 <br />V SCALE: 3/4"=V-0" <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENGD 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 (Fi 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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />1 <br />(sAQ� <br />2 <br />0-3 <br />sv8aty &M. <br />ABBOTT PARK <br />LOT #23 <br />BLK, #8 <br />PROJECT# <br />04181.000-23081 <br />MODRIA <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />DAtam Tr. 10/15/20 <br />SICALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />klil <br />