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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 />DEL 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) 16d x 3 }" NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) l6d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17' 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 02 7' x V, <br />6", 8" x 4'.0" 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, L770 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 />S <br />1b 1c TYPICAL TRUSS/ <br />Se <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG I JOIST <br />5/8" GYPSUM BOARD OR 1/7' 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 />a0cm u CX BTM. PLATE TO BE PT. <br />gByEg TfNGQNm PROVIDE DBL. TOP PLATE <br />4500 3/4" WOOD PANELS PROVIDE BLOCKING <br />6000 (2) 1/7' WOOD PANELS 1/7' GYP. WL. BD. <br />80 (2) 12" WOOD PANELS <br />90 2x LUMBER SEE SHEET to FOR <br />NAIL SIZE AND <br />PATTERN <br />e^ <br />1-JOIST CONNECTION @ L.B.W. <br />4 SCALE:3/4"=T-a' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />PLATE <br />DEPTH 1l4'D <br />—HOLE EDGE >5Z' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />°v <br />SCALE: 1 1/7'=1'-0' <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) 10d 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 />PLYWOOD SHEATHING, SEE <br />"ROOFM/ALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />Wl 10d 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 LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />}'x 2 }" TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) k' x 5" TITEN HD TO CMU AND (18) SOS }'x <br />lx2, 2x WOOD FASCIAAMASONRYB.OND <br />TO GIRDER <br />SEE ARCHITECTURAL3" <br />SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2X SECURED W/ (3)1.C{2) <br />�' x 5'TITEN HO TO CMU AND (18) SOS *'x W <br />GALV. COMMON NAILS(2) <br />lx2 SECURED Wl 10d <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />17' 0/C SEE SCHEDULE <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 />S <br />2b 2c TYPICAL ROOF L -, <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />WI 10dx1/2 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />BERB <br />SAdmT 9L00K <br />TKOOEBB <br />4500 <br />314" WOOD PANELS <br />6000 <br />(2)12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />BACKER BLOCK <br />HTT4 W/ 6/8" A.B. WITH <br />MIN. "EMBEDMENT <br />TO SLAB & (18)18d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVUWOOD POST CONNECTIONS <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS WI (2) 3/4- WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B-SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25MO G < 4140 LBS, U < 1610 LBS W/ 18) 3/41° WEDGE-BOLT/J-BOLT, 5" <br />MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST <br />FL#25749 <br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LB6 W/ (8) 34` WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=T-0' <br />o-o" MAX (WH X4) <br />OR W-V MAX (W2X4) <br />MAX.uOR 2x4 BTM. CHORD BRACING <br />10'-0" O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1l4" 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 WI1010d 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 />7' COVER & 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0' <br />lx4 DIAGONAL <br />BTM.CHORO <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />END WALL OR OTHER <br />ENO TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />BTM. CHORD BRACING <br />V SCALE.3/4"=1W' <br />PERPENDICULAR TO I -JOIST <br />(2)2X12 <br />TRU S RG. O T <br />24'•MAXW 24 MAX, W/ 6-MAx. END <br />SYP. P.T. <br />IJOIST IJOIST SPACING <br />FRONT <br />SEE FRAMING PLAN <br />NF NP <br />LEDGER <br />END OF <br />• o LEDGER <br />E <br />70? <br />rc W <br />4 <br />• BOARD <br />4 <br />>� <br />(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/ 2" WASHER & 5 1/2' <br />LEDGER <br />WITH I -JOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />24" MAX. W/ 24" MAX. WI 8" MAX. END <br />SYP. P.T. <br />O H A G <br />(JOIST (JOIST BPAOING <br />FRONT <br />SEE FRAMING PLAN <br />TYP TYP <br />LEDGER <br />W <br />END OF <br />LEDGER <br />e o BOARD <br />a <br />� y <br />2X8 SYP P.T. 1/4"X6" TAPCONs.;; <br />LEDGER BOARD TO Wl 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER <br />TO I -JOIST <br />1. <br />ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT, <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. <br />& <br />ALL BOLTS TO HAVE WASHERS. <br />4. <br />EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. <br />S. <br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />I BOLT SIZE <br />MSN. ENDd6TANCE <br />CENTRAL SPACING <br />A <br />DOUBLE SYP 2x8 <br />1 11,V <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2.12 <br />1 (2) W-V <br />1 1. <br />24" O/C MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x S' TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLTN-BOLTRITEN BOLTS <br />W/ 5-1/7' MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />WOOD LEDGER DETAIL (I -JOIST) <br />1 V SCALE: <br />(2) 2X4 N0.2 SYP DIAG. — <br />BRACE W/ (3) 12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'.0" TO 30'4" (1) "X" BRACE <br />31),_V TO 60'-0 (3) "X" BRACE <br />(1) :')"BRACE @ 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 (ASPER—� <br />TRUSSENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />ZA BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 37' OC <br />MAX. <br />SECURE GABLE TO 2X8 <br />P.T. PLATE Wl 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 1 Od's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=T-T <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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407.7741SO78 <br />FAX: 407-7744078 <br />www,abdesigngroup.com <br />AA #: 0003325 <br />b <br />O <br />O <br />(p <br />ti <br />SURD:V. ac LAT: <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT# <br />04181.000-16111 <br />U0101m i <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />60 MPH <br />