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A-(1) SIMPSON HETA16 TRUSS ANCHOR WTH <br />(9) 1 Od x 1 z" NAILS TO TRUSS <br />B-12) SIMPSON HETA16 TRUSS ANCHOR WTH <br />(12) 16d x 1 z' 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 N NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 ?'NAILS TOGIRDER <br />1.2, 2. WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3) led <br />GALV. COMMON NAILS. <br />tx2 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 />NOTE: APT SYP #22'x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />WI 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED V400D <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1-:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ 3CALE 34 <br />GIRDER CONNECTOR(S) <br />SECURE I -JOIST 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 />BBB BAp®tBIDCIL <br />TIBpBBB18 <br />4500 3/4"WOODPANELS <br />6000 (2) 1/2" WOOD PANELS <br />60 (2) 1/2" WOOD PANELS <br />90 2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUEDAND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />518" GYPSUM BOARD OR 12" HIG1 <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />4 I -JOIST CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'-D' (NO UPLIFT) <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE>5/8" <br />I, HOLE DIAMETER <br />2!5'D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />HOLE EDGE>5/8' <br />BTM. HOLE DIAMETER <br />PLATE < W511 D.L. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />scALE 1 yr=r-a' <br />ENGINEERED WOOD TRL <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 �' NAILS TO <br />GIRDER. PROVIDES" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />ix2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) led <br />GALV. COMMON NAILS. <br />ix2 SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12, O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP 02 Tx 4", <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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) BIDS <br />k x 2 }' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WTH <br />(2)}"x5"TITENHDTOCMUAND(18)SDS }"x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WTH <br />(2)i"x5"TITENHDTOCMUAND(18)SDS j"x3" <br />SCREWS TO GIRDER (EACH TIEDCWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a Zb 2c GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG COMMON NAILS. <br />@ EACH END TOTAL OF 10 <br />BERES <br />BACImtNM <br />7HOINE08 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LVUI-JOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 518' A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2-1/2" NAILS TO POST. <br />POST TO SIT DIRECTLY <br />ON SLAB <br />4. <br />5 LVLMOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />A - SIMPSON IU51.81/16 G < 1400 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 />B - SIMPSON IUS2.37/16 G < 14D0 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 < 2900 LBS, U < 210 LBS W/ (4) 3/41 WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-10GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W (8) 3/4— WEDGE-BOLT/JAOLT, 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 LBS W (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 18d GALV. COMMON NAILS TO HEADER AND (2) lDdxi-12" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />D ATTACHMENT DETAIL <br />SCALE: <br />6-0" MAX "I"OR 10'-0" MAX (W/OG) <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 W/1010d TO <br />TRUSS AND (4) 114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POUREDLINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W11010d TO <br />TRUSS AND 14) 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 />2" COVER 8 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE 3/4"=l'-0' <br />tx4 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 />SCALE: 3/4"=V-0" <br />PERPENDICULAR TO I -JOIST <br />(2) 2X12 <br />2C MAX. W/ END <br />SYP. P.T. <br />OF SHEATHING <br />IJaST PACING <br />FRONT <br />SEE FRAMING PLANt <br />P. <br />LEDGER r"' <br />tM�w/ IAX. <br />END E <br />LEDGER <br />6 <br />b <br />BOARD <br />�`r <br />(2) 2X12 SYP P.T. (2) .OLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/ 2" WAS8 5 12" <br />LEDGER <br />WTH (JOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />OR 0M. <br />24" MAX WI 24" MAX W/ 8" MAX. END <br />SPACING <br />SYP. P.T. <br />OF SHEATHING <br />SEE FRAMING PLAN <br />IJOST IJaST <br />TYP TYP <br />FROM <br />LEDGER x <br />w <br />END OF <br />LEDGER <br />w ' <br />b <br />d <br />• • BOARD <br />4" <br />218 SYPP.T. 1/4"X6"TAPCON <br />a'Y <br />bF <br />LEDGER BOARD TO W/ 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 INTOGROUTED CELLS, 8'ALLAROUND BOLT. <br />2, <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-T. <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 />5, <br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />I BOLT SIZE <br />I�I.BNDDWANM <br />CDWA8FACM <br />A <br />DOUBLE SYP 2x8 <br />1 1/4" <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 202 <br />1 (2) 3/4" <br />1 B.. <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. BOLT/J-BOLT/TITEN BOLTS <br />W/ 5-12" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />10 WOOD LEDGER DETAIL (I -JOIST) <br />SCALE:-'=1'-0' <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d C EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0.' TO 30'-0" (1) "X' BRACE <br />30'-l" TO 60'-0 (3) W-BRACE <br />(1) :X" BRACE 0 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 (ASPER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2.4 BLOCKING BETWEEN <br />TRUSSES VMERE <br />X-BRACING IS PRESENTAT <br />4'-0" 0, C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT, PLATE <br />TO BLK W/ 1/2" CIA <br />ANCHOR BOLT W Z' <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%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 SCALE 3bV=l'-(" <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 TWST 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 F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4''=1' 0' <br />cz <br />%d <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdosignomup.com <br />AA M: 0003325 <br />d <br />r� <br />Will <br />0 <br />4n <br />F <br />sumt ►. do LOT: <br />ABBOTT PARK <br />LOT #39 <br />BLK #7 <br />PROJECT* <br />0416 0 —39071 <br />MODEL <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWDM: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />%160 MPH EXP. C <br />213 <br />pltmT <br />DATE, 09/21/21 <br />acwi E: 1/4"=1'-0" <br />BHEET <br />S3.1A <br />