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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" • <br /># 1100 UPLIFT SIMPSON <br />19) 10d z 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1016d TO <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SVP #2 7' x 4', TRUSS AND (4)114" x 2 1/4" <br />SHEATHING TITEN 2 ANCHORS TO <br />DB 16d x 1 , NAILS TO TRUSS GIRDER. <br />Dtl z 1 }'NAILS TO 6', 8" x NAILS, <br />MAY BE ADDED <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3" CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE OA; TO FACILITATE ONE #1900 UPLIFT (2) SIMPSON <br />G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP A'2 Z' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(i6) 10d x 3 t' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER <br />(2) SIMPSON HETA16 TRUSS ANCHORS 6', 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. <br />W/ 10d NAILS, 2 ROWS, W CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 <br />WITH (12)16d x 3 }" NAILS TO GIRDER, O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 21/4" PH: 407-774.6078 <br />(7) 1/4" x 2-1/4" TITEN SCREWS TO CMU, ADDITIONAL PLY MAX. TO q{t) SIMPSON LGT3SDS25 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774-0078 <br />ACCOMMODATE TRUSS CONT POURED LINTEL <br />ANCHOR REQUIREMENTS. WITH (4) tx 5" TITEN HD TO CMU AND (12) SDS www.ebdeslgngroupxom <br />1X2, 2x WOOD FASCIA a' x 2 �' TO GIRDER AA #' 0003325 <br />SEE ARCHITECTURAL B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />GALV. COMMON NAILS. TRUSSES @ 24" O/C, tx2 2z WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SDS J' x <br />1x2 SECURED W/ 10d a SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER <br />GALV. COMMON NAILS FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />12, O/C AND APPROVAL GALV. COMMON NAILS. (2) J' x 5'TITEN HD TO CMU AND (18) SOS �' x T' <br />W SECURED W110d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U: 365 LBS, L:143 LBS (1 PLY) A ALLOWABLE UPLIFT =4725 L13S (2 PLY <br />3 PLY) 2' COVER & 2" APART <br />S ALLOWABLE UPLIFT = U:2365 LBS, L 140 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c GIRDER CONNECTOR(S) SCALE:3/4"=T-a' 2a ''b 2c TYPICAL ROOF 3CALE.34_, D 3 SCALE:34=,'-0 <br />GIRDER CONNECTOR(S) <br />s0' MAx Owtz4) <br />08 toa MAx (W2X4) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />1x4 DIAGONAL <br />BTM,CHORD <br />ra <br />Z <br />O <br />Z <br />O <br />� <br />h <br />1t48{gd)j1 <br />a <br />�° <br />W. <br />wwWM <br />o <br />U <br />F <br />g <br />o <br />~ <br />waw14 <br />ci <br />iitt <br />6�s�4�g <br />l <br />WIN <br />BRACING, SEE <br />PER ELEVATION PLAN FOR LOCATION <br />4� MAY NOT BE <br />REQUIRED <br />PER ELEVATION <br />SECURE WOIST TO TOP PLATE PRE-ENG I.IOIST <br />LSTA12 20 GAUGE <br />WI 1-12 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />asm <br />81CN8 MREQUIRED <br />TIMOB <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />(2) 2X4 No.2 SYP DIAG 2.4 BLOCKING BETWEEN <br />O 2d � EA� BRACE W! 3 1 TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO I X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W <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 />w/ (2)12d TOENAILS STRENGTH CLG. BOARD Oat TO 60'-0TO 30--01'((3) "X" BRACE eY SECURE 2x PT. PLATE Q <br />DOUBLE TOP PLATE LVUIJOIST WITH (1)'7(" BRACE CENTER TO BLK W/ 12" DIA. <br />'A <br />BACKER BLOCK (2)'9(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2z4 OR 2.6 WOOD BEARING tx4 BTM. CHORD BRACING 6A O/C END WALL CO OTHER STRENGTH EPDXY 6' <br />WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN- EMBED- AT 3T OC <br />PLANS FOR SPACING. SINGLE 10-0" C/C MAXSECURED W/(2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL <br />PROVIDE BLOCKING MAX. <br />BTM. PLATE TO BE PT. COMMON NAILS AT EACH CHORD <br />PROVIDE OBL. TOP PLATESECURE GABLE TO W <br />12" GYP WL BD INTERSECTION TYP. PRE-ENG GABLE TRUSS P T. PLATE W/ 12d. 9' <br />STIFFBACK (AS PER O.C. MAX 11 <br />BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ <br />Ri <br />2 Od' CH TR SS <br />BACKER <br />TdCKN BLOCK <br />7FNy0lF$B <br />45DO <br />3/4" WOOD PANELS <br />60M <br />(2) 1? WOOD PANELS <br />60 <br />(2) 12' WOOD PANELS <br />90 <br />2x LUMBER <br />SECURE ST. PLATE TO HTT4 Wl 5/8" A.B. WITH O SCALE: 3/4"=1'-0'• ( )1 s Q EA U <br />SLAB W/10d MASONRY NAIL MIN. T' EMBEDMENT TO BE INSTALLED <br />17' O/C STAGGERED. TO SLAB & (18)16d x 10'-0" O.C. MAX. <br />ADDITIONAL METAL POSTTAILS TO POST PERPENDICULAR TO I -JOIST <br />CONNECTORS NOT POST TO SIT DIRECTLY <br />REQUIRED WHEN NO ON SLAB (2) 2X12 <br />UPLIFT IS PRESENT. TR BT 2a-MAX. Nu 2I-MAX. VJ/ 8-MAX END SYP. PT SEE SCHEDULE FOR <br />OF SHEATHING I.wl6r I.lolsr SPAGNG FRONT BOND BEAM REQ. <br />d SEE FRAMING PLAN T P TYP LEDGER <br />d^ a <br />„ END OF <br />e. •N ..Q- - ;l e o LEDGER m s <br />0e d. LL 43 e BOARD <br />z <br />It— <br />:1 m� <br />(2) 2X12 SYP P,T. (2) 3/4" EXP. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR <br />r�I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USEDPERPENDICULAR W/2'WASHER&512" LEDGER BLOCK WALL W/ GABLE END <br />•* 5 SCALE: 3/4„=1'-0" WITH IJOIST MIN. EMBED. (TYP) 7 A SCALE: 3/4"=1'-0" <br />S°ALE 34='� (NO UPLIFT) PRE-ENG D TRUSS <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />US BTM. 24'MAX.m 24'MAXWI w'M END SYP. P.T. <br />OF SH THING wOsr (JOIST SPAcaNc FRONT <br />SEE FRAMING PLAN TYP LEDGER <br />END E <br />LEDGR <br />NOTCH DEPTH 1/4•0 d o e BOARD <br />p <br />HOLE EDGE >5!6' THE USE OF ALTERNATE MATERIALS MAY BE <br />2X8 SYP P.T. 1/4"X6" TAPCON TS <br />HOLE DIAMETER LEDGER BOARD TO W/3"MIN. EMBED REAR <br />IPRO <br />BOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />JECT# <br />04181.02B-06071 <br />39ODEIZ <br />E401 <br />"2828—ENSLEY' <br />GARAGE SIFMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH C <br /><vs•OSGL.sTUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113OF TOIJOIST FOLLOWING <br />SPAN ONLY <br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS WALL AROUND AR BOLT. E O 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />HOLE EDGE >5/6' 2. SPLICE BOLTS <br />FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />3. ALL BOLTS TO HAVE WASHERS. J <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS (14) 10d GALV. COMMON NAILS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES o / <br />TO HEADER FL#17241 4. ONLEXPY <br />LEDGER <br />IN DARE T C BOLT SHOULD NOT BE ANY CLOSER THAN e' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />B - SIMPSON IU52.37/16 G < 1400 LBS, U < 70 LBS (14) 10d GALV. COMMON NAILS 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE H <br />TO HEADER FL#17241 <br />C-SIMPSON MIU3.56/16 G< 2900 LBS, U< 210 LBS W/(4) 3/4"WEDGE-BOLTM-BOLT, <br />FLOOR JOIST LEDGER SCHEDULE <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 />5" MIN. EMBED (REFER TO DETAIL ABOVE). (24)16d GALV. COMMON NAILS TO HEADER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />MARK <br />SIZE <br />I BOLT SIZE <br />1144N. END DISTANCE <br />CENTRAL SPACING <br />BTM. <br />HOLE DIAMETER <br />AND (2) 10dxl-12" GALV. NAILS TO JOIST FL#17241 <br />SUBJECT TO F1 AND F2 FORCES. <br />PLATE <br />< 3/5•D OBL. STUD <br />D - SIMPSON HHU57.25/10 G < 4140 LBS, U < 1610 LBS W/ (6) 3/4" INEDGE-BOLT/dBOLT, <br />S' MIN. EMBED (REFER TO DETAIL ABOVE). (16)16d GALV. COMMON NAILS TO HEADER <br />A. <br />A <br />DOUBLE SYP 2xe <br />1/4' <br />e" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />12) 314" <br />8" <br />24" O!C MAX. <br />AND (10)16d GALV. NAILS TO JOIST FL#25749 <br />F _ CIMPCf)N MII Id �S/t6 (.`. <: dSS I RC 11 < �t(1 I RC W/ /H11/d" WFfI(�F_Rlll T/.IA(ll T <br />� % <br />STUD NOTCHING <br />5" MIN. EMBED (REFER TO DETAIL ABOVE). 16d GALV. COMMON NAILS TO HEADER <br />AND (2) 10dxl-12- GALV. NAILS TO JOIST FL#17241 <br />WOOD LEDGER <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/ 5-1/7' MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />PRINT <br />DATE: 03/30/22 <br />SCALE:1/4"=1—O" <br />SHEET A <br />�1 AND BORING LIMITS <br />L <br />A ATTACHMENT DETAIL <br />9 ' <br />4 f WOOD LEDGER DETAIL (I -JOIST) <br />I V <br />��ALTERNATE MATERIALS <br />1 I <br />SCALE: 1 1/T=1'-0" <br />SCALE: 3111' 1I- <br />SCALE 3/4"=1'-0' <br />SCALE: 3!4"=1'-0" <br />, 1 3. <br />1 H <br />