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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)1 Od x i -'NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16dx I i NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHORN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) i Dd x 3 4NAILS TO GIRDER AND <br />12)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)16d <br />GALV. COMMON NAILS <br />1X2 SECURED WY 10d <br />GALV. COMMON NAILS <br />12 O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFfWALL/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 />W/ I Od NAILS, 2 ROM, X <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 />8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTORS) SQALE:34"_'� <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 DEL. TOP PLATE <br />E� <br />8!IOEIlBIOfX <br />7HG7C86 <br />45DO <br />3/4" WOOD PANELS <br />6000 <br />(2) 12"WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />518" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />2" GYP. WL. BD. <br />SECURE ST. PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />12 O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />I -JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4"D <br />HOLE EDGE >5/8" <br />I, HOLE DIAMETER <br />< 2/5"D SCL. STUD <br />OUTER U3 OF <br />SPAN ONLY <br />HOLE EDGE>5/8' <br />011 <br />BTM. HOLE DIAMETER <br />PLATE < 3Ai'D DBL. STUD <br />r AIRING LIMITS <br />0 <br />SCALE: i 12"=1'-0' <br />ENGINEERED WOOD TRL <br />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 — <br />TRUSS ANCHOR MATH <br />(9)10dx1} NAILS TO <br />GIRDER. PROVIDES" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING SEE <br />"ROOF/WALLA=LOOK <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-G" MAY BE ADDED <br />W/ 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 LGTDS75 GIRDER TIEDOWN <br />5"TITEN HDTOCMUAND(12)O S <br />*" x 2 i2 TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) SDS J� x <br />1X2, 2x WOOD FASCIA <br />W TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TEDOWNS WITH <br />2x SECURED WI 13)16d <br />(2) � x 5"TITEN HD TO CMU AND (18) SDS i x 3" <br />GALV. COMMON NAILS. <br />lx2 SECURED WI 1Dd <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />ENSURE THAT CELLS ARE GROUTED <br />17' O/C <br />S EE CHEDULE 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 LES (2 PLY MIN.) <br />322a�2b2c TYPICAL ROOF -CA <br />:34'=1'-0 <br />GIRDER CONNECTOR(S) <br />8� <br />BY7ERBLOCK <br />11WOEB8 <br />4500 <br />3/4"WOOD PANELS <br />6000 <br />(2) 12" <br />LSTA72 20 GAUGE <br />W/ 10dxi2 HDG COMMON NAILS. <br />EACH END TCTALQF 10 <br />LVUI-JOIST WITH <br />BACKER BLOCK <br />L j <br />HTT4 W/ 5Ar A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (18) i6d x <br />2-12" NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB <br />:• R <br />4 <br />5 LVL/WOOD POST CONNECTIONS <br />SCALE: 31C=1'-d' <br />A- SIMPSON IUS1.81 /16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/JAOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B -SIMPSON IUS2.37/16 G < 14DO LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G 12900 LEIS, U < 210 LBS W4 (4) 314- WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10*1-12"GALV NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/JABOLT, S' <br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST <br />FL#25749 <br />E -SIMPSON MIU4.75116 G < 3455 LBS, U < 210 LBS WI (8) 3/4'" WEDGE-BOLT/J-BOLT, 6" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 1(360-12" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0' <br />V_V MAX(WHX4) <br />OR 19d MAX(W/D(4) <br />T JK <br />MAX.,, OR 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 W11010d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED UNTEL <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 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />�- TITEN 2 ANCHORS MIN. <br />2" COVER & 2 APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314"=1'-0' <br />Ix4 DIAGONAL <br />BTM. CHORD <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 />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />6 BTM. CHORD BRACING <br />PERPENDICULAR TO [-JOIST <br />(2) 2X12 <br />OR BTM <br />21 MAX W/ 21 MAX W/ W MAX. END <br />SYP. P.T. <br />OF SHEATHING <br />WOSST IJ015t SPACING <br />FRONT <br />SEE FRAMING PLAN <br />TYP. TYP. <br />LEDGER <br />END OF <br />• • LEDGER <br />LL <br />• BOARD <br />(2) 2X72 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 & 512" <br />LEDGER <br />WITH IJOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />2C MAX W/ 24• MAX W/ 8" MAX. END <br />SYP. P.T. <br />OF SHEATHING <br />SEE FRAMING PLAN <br />Idasi laasr BPAGND <br />TYP TYP <br />FRONT :r <br />LEDGER `.. , <br />w <br />END OF <br />LEDGER <br />z <br />w y.y m <br />d <br />• • BOARD <br />d `.& <br />° <br />" <br />2X8 SVP P.T. 1/4"X8" TAPCON; <br />;< <br />LEDGER BOARD TO W/3"MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER - <br />TO IJOIST <br />1. <br />ENSURE THAT EXP.BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, <br />WALL AROUND BOLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". <br />3. <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 />- <br />5. <br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO <br />BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />I BOLT SIZE <br />IYi.90 D18FN'lOE <br />CENTRAL SPACING <br />A <br />DOUBLE SYP 218 <br />1 1/4" <br />1 8" <br />24"OIC MAX <br />8 <br />DOUBLE SYP 202 <br />1 (2) 314" <br />1 8" <br />24" O/C MAX <br />A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLTIJ43OLTITITEN BOLTS <br />W/ 5-1/2" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />s <br />WOOD LEDGER DETAIL (I -JOIST) <br />SCALE: 3/4"=1'-0' <br />(2) 2X4 No.2 SYP DIAG. - <br />BRACE W/ (3) 12d ® EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />01-W TO 3V-0" (1)"X" BRACE <br />30'-1- TO 60'-0 (3)'W BRACE <br />(1) "X" BRACE C CENTER <br />(2) .X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END, <br />2. 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 PRESENTAT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2. PT. PLATE <br />TO BLK W/ 12" DIA <br />ANCHOR BOLT W/7 <br />WASHER SET IN HIGH. <br />STRENGTH EPDXY e' <br />MIN. EMBED. AT 32' OC <br />MAX <br />SECURE GABLE TOM <br />P.T. PLATE W/12d%6' <br />O.C. MAX <br />CONT. 2.4 SECURED W/ <br />(2) iOd's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS 6DALE 34"=''� <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 (FI 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 o rc <br />A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 IIJE <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES, <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.andesWkgroup.mm <br />L AA A: 0003325 <br />h <br />s <br />p <br />� <br />� <br />O <br />i <br />0 <br />avaaly ee LOT. <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE:4C <br />Plt0j=T* <br />041 1.04C-01141 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GANAGE awlNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXR. C <br />of <br />