Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24' O/C, SUBMIT SHOP <br />'ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH <br /># 1100 UPLIFTSIMPSON <br />(9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />Od TO <br />HTSM20 W/10 10d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4', <br />TRUSS AND (4) 1/4' x 2 1/4' <br />SHEATHINGTO <br />16d X, NAILS TO TRUSS <br />x 1 R' NAILS <br />MAY ADDED <br />6', 8• x 4'-0NAILS, <br />TITEN 2 ANCHORS <br />FASTENER SCHEDULE' <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DS , <br />GIRDER. PROVIDE 5' <br />GI DE W <br />W/,Od NAILS, 2 ROWS, 3' <br />O <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2' x 4", <br />(18) tOd x 3 }' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />pRE-ENG TRUSS <br />e', e' z 4'-0' MAY BE ADDED <br />(2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3- <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 k' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT&SDS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />1 X2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) 1' x 5' TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3) 16d <br />}' x 2 }' TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />,x2 SECURED W/,0d TRUSSES 0 24- 0/C, <br />2x WOOD FASCIA <br />(2) e z 5' TITEN HD TO CMU AND (18) SIDS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SE <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12"O/C FOR REVIEW <br />2x SECURED W/ (3) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV, COMMON NAILS. <br />(2) }• x 5TITEN HD TO CMU AND (18) SIDS }' x 3" <br />,x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12' O/C <br />SEE SCHEDULE SOLID, 8• EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT= U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />la lb 1c <br />ROOF <br />3 <br />GIRDER CONNECTORS) SCALE:3/4'=i-0 <br />S(i�GIRDERCONNECTOR(S)TYPICAL <br />4=,-0 <br />SCALE: 3/4'=V-0' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4• T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12'® EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />L <br />W/ 10dxl/2 HDG NAILS <br />SEAMS) <br />0'-0' TO 30'-0' (1) W BRACE <br />0 EACH END. TOTAL OF 10 <br />30'-l' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE <br />ELEVATIONPER - <br />(1)'X' BRACE ®CENTER TO BLK W/ 1/2' DIA. <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />GIRDER <br />6'-0" MAX (W/1 X4) <br />FROM CENTER TO END, WASHER SET IN HIGH <br />R 10--0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX. <br />PER ELEVATION IL <br />Ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8' <br />STIFFB CK (AS PER O.C. MAX <br />5/8' GYPSUM BOARD OR 1/2' HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />b > U <br />MAY NOT SE <br />(2) 10d's 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />N Q a � <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0' O.G. MAX, <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18) 18d x <br />SE E SCHEDULE FOR <br />2X4 OR 2x6 WOOD BEARING <br />2-1/2' NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD. <br />- <br />10 BTM. CHORD BRACING 6'-0- O/C <br />END WALL OR OTHER <br />• <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />`q -. o- <br />10'-O' O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSEQTI°"TYP. <br />c BTM. <br />CHORD BRACING <br />PRE-ENG'D TRUSS SCALE: 3/4'=,'-0' <br />a. <br />GIRDER/WOOD POST CONNECTIONS <br />`a <br />5 <br />SCALE: 3/4'=V-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />SCALE: 3/4'=1'-0• (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTHI/4'D <br />HOLE EDGE>5/6' <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><215•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 (F, 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 <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5•D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />SCALE:34"=i'-0' <br />8 <br />SCALE: 1 1/2'=i'-0' <br />i N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngmup.com <br />AAA: 0003325 <br />h <br />o <br />-eD <br />is <br />BUDDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT* <br />04181.000-18151 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 8TfMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />