Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT <br />PLYWOOD SHEATHING, SEE <br />(9) 10tl x 1 k" NAILS TO TRUSS <br />)SIMPSON <br />N <br />1Od TSIMPSON <br />HTSM20 W/10 10tl TO <br />8-(2)HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR <br />TRUSS ANCHOR WITH <br />T USS AN OR NT NOTE: A PT SYP #2 2' x 4", <br />TRUSS AND (4) 1/4" x 2 1/4" <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />(9) 10dMAY ADDED <br />x 1 }" NAILS TO 6, 8" x 4'-0NAILS, <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DBIL S , <br />GIRDS O <br />GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 2' x V, <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10tl x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON PRE TRUSS <br />(2) SIMPSON HETA16TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1!4" x 21/4" <br />TITEN 2ANCHOOUREDRWTEL S TO CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS <br />SEE ARCHITECTURAL <br />}" x 2 �' TO GIRDER <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />Ix2 SECURED W/ 10d TRUSSES @ 24" OIC, <br />"x 5"TITEN HD TO CMU AND (18) SDS }" x <br />lx2, 2x WOOD FASCIA ( <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />. <br />SEE ARCHITECTURAL 3" TO GIRDER <br />12" O/C FOR REVIEW <br />2x SECURED W/ (3) 16d 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 />lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAMENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />C ALLOWABLE UPLIFT=U.2705 LES(2 PLY) <br />C ALLOWABLE UPLIFT = 0885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) SCALE 3"""`°" <br />2a 2b 2c CAL :34"=1'-0' <br />SCALE 34"=1'-0 <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA12 20 GAUGE <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />W/ 10tlx1/2 HOG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />® EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />PER ELEVATION <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />FLOOR <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />6'-T MAX (MlX4) <br />(1) "X" BRACE CENTER TO BLK W/ 12" DIA <br />0R 10'-U' MAx (02x4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />K <br />FROM CENTER TO END, WASHER SET IN HIGH <br />PER ELEVATION <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. A7 32' OC <br />PRE�NG FLOOR TRUSS <br />BTM. CHORD <br />77 <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO <br />5/8" GYPSUM BOARD DR 1/2' HIGH <br />BRACING, SEE <br />8" <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />MAY NOT BESTIFFBACK <br />E"i <br />O.C. MAX <br />(AS PERHREQUIRED <br />SECURE TRUSS TO TOP PLATE w/ (2)(2) <br />0 <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />TOENAILSTO <br />10d's @ EACH TRUSS16d <br />BE INSTALLED @ <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. ?'EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />lll' NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />c <br />1/2" GYP. WL. BD. <br />" <br />lx4 BTM. CHORD BRACING S ff' O/C END WALL OR OTHER <br />< < <br />�# e <br />MAX„ OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />4 <br />' i a <br />10'-O" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTIO"TYP. BTM. CHORD BRACING <br />�� <br />BLOCK WALL W/ GABLE END <br />'° <br />7 &PRE-ENG'D <br />GIRDER/WOOD POST CONNECTIONS <br />scALE:34"=r-o" <br />TRUSS SCALE: 3/4"=1'-0' <br />`a <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />`* <br />scALE:34"=r-o" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4•D <br />HOLE EDGE>518" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D SGL. STUD <br />OUTER 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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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 J <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 />BTM. HOLE DIAMETER <br />PLATE < 3/5•D DBL STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />�D BORING LIMITSBORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />y2 <br />� <br />G5 <br />df <br />u-1 <br />a� <br />al <br />CC <br />tF <br />as� <br />-1 <br />N* <br />SUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #11 <br />PROJECT# <br />04181.000-11111 <br />MODEia <br />4EBB <br />"1828—CALI" <br />GARAGE #WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH W. C <br />