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IF <br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />024"O/C, SUBMIT SHOP "RCOFNVALUFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" <br />• 1100 UPLIFT SIMPSON <br />PLYWOOD SHEATHING, SEE <br />(9)1W x 1 }" NALS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010tl TO <br />2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP Y2 2' x r', TRUSS AND (4)114" x 21/4" <br />SHEATHING TITEN 2 ANCHORS TO <br />(12)16tl x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO 6", 8" z 4'-0" MAY BE ADDED <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 6" W/ 1Dd NAILS, 2 ROWS, 3' CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE M 1900 UPLIFT (2) SIMPSON <br />1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br />(16) 10d x 3 �" NAILS 70 GIRDER AND NOTE: APT SYP 412 2' x 4", HTSM20 INSTALLED ON PRE-ENG TRUSS <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />6". 8" x W-O" MAY BE ADDED HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 R0WS, 3' CONNECTOR BLOCK WALL W110 10d TO LONGWOOD, FL 32750 <br />WITH (12) 16d x 3 }" NAILS TO GIRDER Or, TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774.6078 <br />ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3S0S2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744076 <br />1e2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL W1VwA�OSI <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS Bh6roDP � <br />2x SECURED W/ (3)16d B x 2 }" TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />AA #. 0003326 <br />1a2 SECURED W/ 1 Od TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS J' z <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER <br />17' O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL GALV. COMMON NAILS. (2) J" x 6TITEN HD TO CMU AND (18) SDS }' x 3' <br />lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 1Z. O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS <br />SEE SCHEDULE TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 2" APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L. 1430 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 = Seri LBS (2 PLY MIN.) REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1C TYPICAL TRUSS/ �,� TYPICAL ROOF SCALE 3C=,'-0 <br />GIRDER CONNECTORS) 2a 2b 2c GIRDER CONNECTORS) 4= <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />�(D <br />7Al220GAGEP VATIO tOdz1/2HG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />(2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0.-0" TO 301-0" (1) "X" BRACE SEAMS) <br />30'-1" TO W-O (3)'W BRACE SECURE 2x PT. PLATE <br />PER ELEVATION 0I "X" BRACE ® CENTER <br />BACKS ISLWITH TOBLKW/ L W/ <br />rPRE-ENGIWOISTIJOIST BACKER BLOCK FRMBRACE DIVIDED EQUALLY WASHANCHER SET IN HGHul <br />FROM CENTER TO END. SUM BOARD OR ,/7'HIGH 2z WOOD FASCIq STRENGTH EPDXY S' <br />TH CLG. BOARD MIN. EMBED. AT 32"OCSEE ARCHITECTURAL C <br />MAXIJOIST TO TOP PLATE PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe = TOENAILS P.T. PLATE W/ 12d's 8"STIFFBACK (AS PER O.C. MAX <br />TOP PLATE TRUSSENG)CONT. 2x4 SECURED W/ <br />HTT4 W/ SW A.B. WITH (2)10d's 0 EACH TRUSS <br />x6 WOODBEARING MIN T' EMBEDMENT TO BE INSTALLED SYP No 2 STUDS SEE TO SLAB 8 (18)16d x10'-0"OCMAXOR SPACING. SINGLE 2-1(P' NAILS TO POST., <br />POST TO SIT DIRECTLY <br />a <br />88i[i <br />BACIMEOCX <br />TBCOM <br />4500 <br />314" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />BO <br />(2) MT WOOD PANELS <br />90 <br />2x LUMBER <br />OEM <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />ON SLAB <br />4500 <br />THOMMSEE <br />3/4' WOOD PANELS <br />PROVIDE BLOCKING <br />SCHEDULE FOR <br />BOND BEAM RED. <br />6000 <br />(2) 1R` WOOD PANELS <br />12" GYP. WL. BD. <br />60 <br />(2) IZ WOOD PANELS <br />SHEET Sl IA FOR <br />, <br />90 <br />2x LUMBER <br />� NAIEL 312E AND PATTERN <br />Lor <br />LVL/WOOD POST CONNECTIONS <br />�� BLOCK WALL W/ GABLE END <br />5PRE-ENG'D <br />TRUSS SCALE 34"=1'0' <br />-JOIST CONNECTION @ L.B.W. <br />-► <br />24" <br />2C MW <br />r IJO ST BLEND <br />SPACING <br />SCALE 3M"=,'-0 <br />MAX <br />(NO UPLIFT) <br />END W/I-JOIST <br />IN <br />TYP. TYP. <br />ACIN <br />SEEFRAMINGPLAN <br />END <br />LEDGER BD. <br />MAX MN( MAX <br />LEO E BOARD <br />LU LU EDGE <br />lF?DG'ER BOARD 9aTBOLTW7 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />-NOTCH DEPTH 114'D <br />O / <br />'.///' HOLE EDGE>5/B" <br />HOLE DIAMETER <br />BOLT/J-BOLT 2- <br />WASHER A 51? TO BE USED <br />MIN. EMBED. (TVP) WTM I.IdST <br />90LNTSl OLTSAREPPLACED <br />AROUND SOLI ,CALL <br />TO <br />BE USED WITH IJdST <br />MIN. EMBED. (fYP) <br />FRONT <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />sUNDIV. as LOT.il <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />PROJIccT* <br />04181.000— 21071 <br />HODZIA <br />E401 <br />"2828-ENSLEY' <br />GARAGZi a WM(;: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />< 2l5'D SGL. STUD 2. SPLICE OF FROM AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />OUTER 1/3 OF 2[ 4� 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY m - 3. ALL BOLTS TO HAVE HASHERS L' A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ 12) 3/4'* WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J-BOLTS SHOULD (2) 2X12 EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES <br />EDGE >5/e" EMBED (14) 1Dd GALV. COMMON NAILS TO HEADER FLN17241 NOT BE AN+CLOSER THAN a SYP PT AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AP AND <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/41 WEDGE-BOLT/JEOLT, 5" MIN. Z arc. z <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FLOIT241 ao 5. ONLY LEDGER IN DIRECT g ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS WI (4) 3/4" WEDGE-BOLT/J WLT, 5" MIN. (2) 2" CONTACT (REAR LEDGER) WTH REAR THE CONNECTIONS INDICATED. A FLAT E TWIST STRIP IS NOT EQUIVALENT F <br />VHOLE <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST SYP PT CMU REQUIRED TO BE P.T. LEDGER A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 ^ 2� <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND AREKA' 1 <br />BTM. HOLE DIAMETER <br />PLATE < 35'D DEL. STUD <br />D-SIMPS0N HHUS7.25110 G< 4140 LB ,U< 1610 LBS W/(8) 3/4" WEDGE-BOLT/J-BOLT, 5" <br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST <br />FLN25749 <br />E - SIMFED MIU4.75118 G < 3455 LBS, U < 2101BS W/ (8) 3/4" WEDGE-BOLT/JEOLT, 5' MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NALS TO JOIST <br />FLM17241 <br />FLOOR JOIST LEDGER SCHEDULE <br />SUBJECT TO FI AND F2 FORCES. �`i <br />MARK <br />SIZE <br />BOLT SIZE <br />BD 8FV1CIN0 <br />CB0PAL 8PACB10 <br />A <br />DOUBLE SYP 218 <br />1/I' <br />8" MAX. <br />24" On MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/r' <br />8" MAX. <br />24" O/C MAX. <br />PRINT 05/04/21 <br />WOOD LEDGER DATE: <br />��ALTERNATE MATERIALS SCALE: 1/4"=1'-0" <br />STUD NOTCHING ATTACHMENT DETAIL I -JOIST WOOD LEDGER DETAIL 1 1 <br />scALE: 3 r =r-0 <br />AN BORING LIMITS 9 SCALE: 3/4•'=1•-v' 10 SCAIF:3/a"=r-a' SHEET <br />8 S 3.1 A <br />