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l <br />{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 }" NAILS TO TRUSS <br />{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 />{i) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)1Sd x 3 � NAILS TO GIRDER <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ . <br />GALV. COMMON NAILS / <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x C, <br />6", 8" x 4'-C" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />S1 B 1 TYPICAL TRUSS/ <br />S"' I" GIRDERCONNECTOR(S) <br />BACKBtBL= <br />rdcK 63/4`WOOD <br />PANELS <br />F <br />(2)1/2" WOOD PANELS(2)1/2" <br />WOOD PANELS2x <br />LUMBER <br />a <br />• s <br />3/4" T 8 G SUSFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5I8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />W/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL, 8D. <br />I -JOIST CONNECTION @ L.B.W. <br />�* 6CALE:3/4`=1'-0" (NO UPLIFT) <br />DEPTH 1/4`D <br />—HOLE EDGE >5/8" <br />-HOLE DIAMETER <br />215*0 SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />G <br />AND BORING LIMITS <br />SCALE: 1 1/2"=i'-(Y' <br />EDGE -5/6' <br />HOLE DIAMETER <br />� 3/5.0 DBL. STUD <br />ENGINEERED WOOD TRU <br />0 24` O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)1 Od x 1 J" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />H <br />2x SECURED W/ (3)16d <br />Z <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12" 0/C <br />SEE SCHEDULE <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 />WI 1 Od NAILS, 2 ROWS, 3" <br />O/C 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 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 5" TITEN HD TO CMU AND (18) BOB }" x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) J" x 5"TITEN HD TO CMU AND (18) BOB }" x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <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 13 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />88� <br />BACi®t mm <br />TR�B <br />4500 <br />3/4' WOOD PANELS <br />8000 <br />(2) t/2" WOO D PANELS <br />60 <br />(2)1!2` WOO D PANELS <br />BO <br />2x LUMBER <br />LSTAi2 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />a EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (18)16d x <br />2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-0` <br />A - SIMPSON HUS28 G c 1200 LBS, U -1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G c 2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN, <br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON. NAILS. <br />C - SIMPSON HGUS20-2 G - 2400 LBS, U < 4810 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" <br />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 />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28.3 G < 4800 LSS, U c 1810 LBS W/ (4) 3/4'" 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 />(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3)12d 0 EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />W-1" TO 60'-0 (3)'N' BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <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/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />Z" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />ll'f <br />SCALE: 3/4"=V-0" <br />2X4 BLOCKING BETWEEN TRUSSES <br />WHERE X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />PRE-ENG GABLE TRUSS <br />STIFFBACK AT ALL — <br />UPRIGHTS OVER 4'-lD" <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />At <br />I <br />1X2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3)1Sd <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" O/C, <br />W SECURED W/ IOd <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12'. O/C <br />AND APPROVAL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />v <br />W/ HIP RETURN SCALE:3/4"=1'-(Y' <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE SEEF INGPLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE d <br />III <br />51/2"MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF *-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTSU-BOLTS SHOULD NOT BE ANY <br />°p <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />aerec coecinir_ ocni uoc��cnrt <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />6EDGESPACNG <br />CBOAALSPACNO <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />IV, O/C <br />B <br />DOUBLE 2X8 <br />3/4` <br />8" 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 />3I4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />16` 0/C <br />F <br />DOUBLE 2x12 <br />314" <br />6" 0/C <br />1 12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d 0 EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3)'X" BRACE <br />(1) "X` BRACE 0 CENTER <br />(2) "X' BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS—� <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-(1" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 10 DIA. <br />ANCHOR BOLT Wl 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2X8 <br />P.T. PLATE W/ 12d's 8" <br />O.C, MAX <br />CONT. 2X4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED <br />1(Y-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />,�PRE-ENG'D TRUSS SCALE:34"=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 (F1 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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fi AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0' <br />gG Upn <br />L441 N. RONALD RE GAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.co <br />L AA #: 0003325 <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />PROJECT* <br />03719,000-01 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE 8W7NG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DwTE: 06/11/20 <br />aCALE: 1/4"=i'-o" <br />S3.1A <br />