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A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />1 Od x 1 112" TO TRUSS. FL#17680 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1 x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12. O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />ENGINEERED WOOD <br />TRUSSES @ 24' O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 16 GIRDER CONNECTOR(S) SDALE:34""`0 <br />sm <br />a0mam <br />THOMM <br />4500 <br />3/4'WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 12- WOOD PANELS <br />90 <br />2x LUMBER <br />3/4' T 8 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 I -JOIST TO TOP PATE <br />W/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PATE <br />PROVIDE BLOCKING <br />12' GYP. WL. BD. <br />4 [-JOIST CONNECTION L.B.W. <br />SCALE: 3'4'=1'-0" (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />GINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24' O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />AWINGS FOR REVIEW <br />SHEATHING <br />ID APPROVAL <br />FASTENER SCHEDULE' <br />USP HTA16 TRUSS ANCHOR <br />FH (9)10d x i 11T NAILS TO <br />USS EA. PROVIDE 4' MINIMUM <br />NOTE: FOR (A) W/ SINGLE <br />NCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #2 2"X6 X4'-W <br />RAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />D OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3' O/C TO <br />OWN) <br />FACILITATE 2-PLY <br />ED IN CONJUNCTION WITH <br />CONNECTOR, <br />AVY UPLIFT CONNECTOR <br />`(A) USP LUGT2 POWERS <br />(1 <br />WEDGE BOLTS (16) 16 18 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"x6" WEDGE BOLTS AND <br />1,2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />,x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS <br />12" O/C SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />2A 26 TYPICAL ROOF <br />GIRDER CONNECTOR(S) SA` 314"="° <br />BBa� <br />aMl®tmm <br />THCpa 88 <br />4500 <br />3/4" WOOD PALLS <br />6000 <br />(z) Vz' WOOD PANELS <br />60 <br />(2)1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ t HPG COMMON NAILS. <br />E <br />EACH END TOTAL OF 10 <br />EACH <br />LVLA-JOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8' A.B. WITH <br />MIN. 7"EMBEDMENT <br />DEPTH IWD <br />—HOLE EDGE >55" <br />iv <br />—HOLE DIAMETER <br />< 25'D SGL. STUD <br />EDGE>5/8" <br />DIAMETER <br />PLATE \� III I —< 8 5ED DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2'=1'-0" <br />TO SLAB 8, (20)16d x <br />2-1/2" NAILS TO POST. , <br />POST TO SIT DIRECTLY <br />ON SLAB <br />4• + <br />4. <br />LVL/WOOD POST CONNECTIONS <br />5 <br />IN <br />INEINEINEE <br />A- USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6) 1 Od GALV. COMMON NAILS TO HEADER AND (2) l0dfd-12" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />B- USP TFL2316 G < 1230 LBS, U < 140 LBS WI (2) 314- WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6) 1 Od GALV. COMMON NAILS TO HEADER AND (2) 10&I-V2" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (1 2) 10d GALV. COMMON NAILS TO HEADER AND (2) tOdxi-12' GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (16) 10d GALV. COMMON NAILS TO HEADER AND (10) l6d GALV. COMMON NAILS. <br />TO JOIST FL#25749 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0" <br />6'.0- MAX (W/1X4) <br />TOR 10'-V MAX (W/2X4) <br />1111175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1 /4" x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W11010d TO <br />TRUSS AND (4) 1/4' x 2 l/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 2" <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />(2) 2X4 No.2 SYP DWG. - <br />BRACE W/ (3)12d @ EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0' TO 30'-0' (1) W BRACE <br />30A- TO 60'-0 (3)'W BRACE <br />(1) "X" BRACE @ CENTER <br />(2)'X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, <br />)IAGONAL <br />SEE ARCHITECTURAL <br />.CHORD <br />PRE-ENG GABLE TRUSS <br />LING, SEE <br />I FOR <br />STIFFBACK (AS PER —� <br />NOT <br />NOT BE <br />UIRE <br />TRUSS ENG) <br />TRUSS <br />CHORD OF <br />D ROOF TRUSSES <br />tx4 BTM. CHORD BRACING 6'-0"O/C —� —END WALL OROTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0. O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3l4"=7'-0" <br />24" 24-MAX-11JOIST 8' END <br />SPACING <br />8" MAX. <br />END w WOIST TYP. TYP. FP. <br />ACI SEE FRAMING PLAN ND of <br />MAX MAX MA% LEDGERBD. <br />12' EXP. (2) 2X8 SW P.T d E!)GE (2) 2X12 SW P.T 3/d' E. <br />BOLT/J-BOLT W/2- LEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/2' <br />WASHER A 512 TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJDIST WASHER 6 512 <br />WITH_JOISTMIN. EMBED. (TYP) <br />W. EMBED.(TYP) BOLTS/J-BOLTS ARE RACED <br />INTO GROUTED CELLS, R ALL <br />AROUND BOLT. FROM <br />2. SPLICE OF FRONTANHI REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF �I <br />Z 3 AL Z <br />4. ALL BOLTS TO HAVE WASHERS Sy I, `-� <br />4. EXP. BOLTS/ OSER THAN I II SYP PT <br />NOT BE ANY CLOSER TVWN 8' <br />� 5. ONLY LEDGER W DIRECT �- m � <br />(2) 2X8 CONTACT (REAR LEDGER)MIT REM <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />BN7 aPN= <br />CBQWIL BPAM <br />A <br />DOUBLE SYP 2x8 <br />— <br />8" MAX. <br />24' O/C MAX <br />8 <br />DOUBLE SYP 2112 <br />(2) 3/4" <br />8" MAX <br />24' O/C MAX. <br />I -JOIST WOOD LEDGER DETAIL <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/ 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/ 12ds 8' <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SDA`� 34-='L0" <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 <br />A USP RT16A (FL#17236) OR LUGT2 (FL#, 7240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINDARE <br />SUBJECT TO Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3!4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX:407-774-4078 <br />www.abdwigngmup.com <br />AA #: 0003325 <br />w <br />q <br />a <br />i <br />Y <br />� <br />Y <br />sgs <br />1�y <br />0 <br />T <br />8 <br />g <br />6 <br />00 <br />alL7HDIV. Ae LOT. <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />P1 JMCTp <br />0418 .000-01082 <br />MODEL" <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I- JOIST) <br />60 MPH EXP. <br />'STATE OF FL.ORDA <br />J <br />Q1g <br />HAM <br />AR NO 93723 <br />r09/12/19E: 1/4-=1'-0- <br />3.1A <br />