Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />024.O/C, SUBMIT SHOP "ROOFAVALL/FLOOR <br />A R C N I T N C T i <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO TRUSS <br />PLYWOOD SHEATHING, SEE <br />(I) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />"ROOFM/ALUFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />HTSM20 W/10 10d TO <br />(12) 16d x 1 J" NAILS TO TRUSS <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />SHEATHING <br />FASTENER SCHEDULE" <br />GI iDd X 1 }" NAILS TO <br />GIRDER. PROVIDE 5" <br />S, 2 O ADDED <br />6", 8" X NAILS, <br />W/ 10d NAILS, 2 ROWS, 3" <br />TRUSS AND (4)114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />LINTEL <br />�pc M <br />i l l <br />' 1 <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM. CONCRETE <br />O/C TO FACILITATE ONE <br />G90 <br />C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX TO <br /># 1900 UPLIFT (2) SIMPSON <br />Ine" <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMEMS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA76 TRUSS ANCHORS <br />W/ 10d NAILS, 2 ROWS, 3" <br />CONNECTOR <br />OPPOSITE FACES OF <br />1441 N. RONALD REAGAN BLVD. <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />O/C TO FACILITATE ONE <br />BLOCK WALL W/1010d TO <br />LONGWOOD, FL 32750 <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) ll4" x 2 1/4" <br />74- 078 <br />1X2, 2x WOOD FASCIA <br />ACCOMMODATE TRUSS <br />A-0) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />PH: <br />PH:407- <br />FAX' 407-774d078 <br />SEE ARCHITECTURAL <br />ANCHOR REQUIREMENTS. <br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />}" x 2 }" TO GIRDER <br />#: 00 www.abdeslgftgroup.com <br />AA #: 0009328 <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES Q 24" O/C, <br />1x2, 2z WOOD FASCIA (2)7/' x 5"TITEN HD TO CMU AND (18) SOS }" x <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />DRAFTING BY: <br />12" O/C <br />FOR REVIEW <br />2x SECURED W/ (3)16d <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />A.B. DESIGN GROUP <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />2 x 5'TITEN HD TO CMU AND (18) SOS "x T. <br />() J } <br />DRAFTING INC. <br />lx2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />5439 BEASUITE CENTER BLVD. <br />MASONRY BOND BEAM <br />GALV. COMMON NAILS <br />- 12" O/C <br />ENSURE THAT CELLS ARE GROUTED <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />1 004 <br />SEE SCHEDULE <br />FLORIDATAMPA, IDA 33834 <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 />PH: 813888-2628 <br />FAX: 813.8�}2602 <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN ) <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1 A 1B 1C <br />TYPICAL ROOF <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />g�-y�y-1-W <br />GIRDER CONNECTOR(S) <br />2A 2B 2C <br />3 SCALE:34"=1'-0" <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />314" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d 0 EX TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA72 20 GAUGE <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />W/ 10dxl/2 HOG NAILS <br />(Y-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />PER LEVATION@ <br />EACH END. TOTAL OF 10 <br />30'-," TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(I "X"B RACE[($ CENTER TO BLK W/ 1/2"DIA. <br />FLOOR <br />GIRDER <br />6'-0" MAX (W/1X4) <br />2 EQUALLY ANCHOR BOLT W/ 2" <br />OR 10'-0" MAX (W/2X4) <br />FROM CENTER <br />TER TOEND WASHER SET IN HIGH <br />011nllllll <br />3001 <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />PER EL VATI NiL MAX. <br />SEC <br />ix4 DIAGONAL SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS PRE-ENG GABLE TRUSS <br />BTM. CHORD P.T. PLATE WI 12d's 8" <br />BRACING, SEE STIFFBACK (AS PER O.C. MAX <br />S. <br />GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) <br />Wl <br />STRENGTH CLG. BOARD il <br />J ca> MAY NOT BE 20NOd's EACH TRUSS <br />RDUSS <br />REQUIRED ()OBE INSTSECURE TRUSS TO TOP PLATE wl (2) 1U-0" O.C. MAX. <br />16d TOENAILS <br />DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF BTM. CHORD OTRUSSES <br />MIN. 7"EMBEDMENT CCC11f <br />TO SEE SCHEDULE FOR <br />SLAB 8 (18)16d x <br />2X4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING a° 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER <br />1/2" GYP. WL. BO. MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />19-9' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />7 SCALE:3/4"=,'-0" <br />PRE-ENG'D TRUSS <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3l4 ,'0 <br />°a. <br />5 <br />SCALE: 3/4"=1'-0" <br />%FLOOR TRUSS CONNECTION @ L.B.W. <br />5'EDGE CENTRAL <br />SPACING SPACING <br />�+ SCALE:3/4"=V-0" UPLIFT) <br />(NO <br />SEE SEE <br />CHEDUL SCHEDULE E F IN PLAN <br />T 7" 7" 6" 7" 7" 5" 5" 5" <br />C! <br />w <br />. <br />x <br />O O O O O O O O <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH IWO <br />O HOLE EDGE>5/8' <br />OLE DIAMETER <br />w <br />5112" MIN. EMBED. (IYP) <br />1.ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />BOLTED INTO GROUTED CELLS, 8" ALL AROUND <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />ounDIv ae XJ071 <br />SILVERADO <br />LOT #9 <br />BLK #13 <br />PROJECT# <br />03719.000-09131 <br />WODZU <br />2795-B <br />GARAGE 871ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />t.150 MPH EXP. B <br />< 2/5 D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD <br />OUTER 113 OF IO LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HIT T: <br />SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />D/E C A B Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" 'A CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 114" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. x W MASONRY SCREWS MAY BE USED, <br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314"° SIMPSON TITEN BOLT/J-BOLT, 5" <br />01 MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" <br />BTM. OLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. <br />PLATE < 315"0 DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 314" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br />STUD NOTCHING <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />9EDGE8PACINO <br />00111IMBPACIMI <br />A <br />DOUBLE 2X8 <br />11.1 <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />B" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />112" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2xl0 <br />3W <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />18" O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />1 12" O/C <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 O <br />SUBJECT TO FI AND F2 FORCES. <br />IN <br />AR <br />D 7/07/20 <br />11 ALTERNATE MATERIALS 8CALE: 1/4"=f-O" <br />8 AND BORING LIMITS WOOD LEDGER DETAIL SCALE:314"=1`D" B*lrw <br />SCALE:11/2"=1'-0" 10 ���((--�� A <br />SCALE: 3/4"=V-0" S " { • 1 A <br />