Laserfiche WebLink
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" OlC, SUBMIT SHOP "ROOFNJALUFLOOR �� <br />DRAWINGS FOR REVIEW SHEATHING <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" <br />(9) 1Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNdALUFLOOR TRUSS ANCHOR WITH HTSM20 W 11, TO <br />SHEATHING NOTE: APT SYP #22" x 4, TRUSS AND (4) 1/4" x 21/4" <br />(,2) 16tl x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 �" NAILS TO 6% 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' W/ tOd NAILS, 2 ROWS, 3" CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 T x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(16) 10d x 3 }" 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. OPPOSITE FACES OF 1.441 N. RONALD REAGAN BLVD. <br />W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 <br />WITH (12)16d x 3 k' NAILS TO GIRDER O!C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4' PH: 407-774-6078 <br />ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744078 <br />ACCOMMODATE TRUSS A{1)SIMPSON LGT3-SDSZ5 GIRDER TIEDOWN CONT POURED LINTEL <br />1x2, 2X WOOD FASCIA www.abdosigngroup.com <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB AA #: 0003328 <br />2x SECURED W/ (3)16d �' x 2 }' TO GIRDER 00 <br />GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2X WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SIDS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER <br />12" O/C FOR REVIEW 2x SECURED C (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL GALV. COMMON NAILS. (2) 7' x 5"TITEN 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 SEE SCHEDULE SOLID, 9" EACH WAY OF BOLTS <br />SEE SCHEDULE TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER & 7' APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT= 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0' <br />1a 1b 1c GIRDER CONNECTOR(S) SCA 3a'= 2a 2b 2c TYPICAL ROOF 34_ <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />LSTAi2 20 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />P EACH END TOTAL OF 10 <br />mm <br />BACIMIl OCK <br />THOINE88 <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) i/7' WOOD PANELS <br />60 <br />{2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />U-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60--0 (3) "X" BRACE <br />6140" MAX (W/1X4) (1) "X" BRACE 0 CENTER IF VERTICAL IS NOT <br />OR 10'•0" MAX (W/2X4) (2) W' BRACE DIVIDED EQUALLY PRESENT, SCAB FULL <br />FROM CENTER TO END. HEIGHT VERTICAL FROM <br />W <br />F <br />2x WOOD FASCIA, <br />BOT, CHORD TO TOP <br />CHORD Wl (4)10d EACH <br />tx4 DIAGONAL <br />ARCHITECTURAL <br />END. (TYP.) <br />PER ELEVATION <br />LVUIJOIST WITH <br />BACKER BLOCK <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />W <br />PRE-ENG WOIST <br />U <br />PLAN OR LOCATION <br />STIFFBACK (AS PER <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />o <br />MAY NOT BE <br />REQUIRED <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />O <br />STRENGTH CLG. BOARD <br />N h a <br />(2) tOds � EACH TRUSS <br />PLATE <br />TO /x1 <br />TO BE INSTALLED t9 <br />.T. <br />SECURE IJOIST TO TOP PLATE <br />w/ (2) 12d TOENAILS <br />BTM. CHORD OF <br />BILK WECURE <br />D A. <br />ANCHOR BOLT W! T <br />10' 0" O.C. MAX. <br />O <br />WOOD ROOF TRUSSES <br />WASHER SET IN HIGH <br />DOUBLE TOP PLATE <br />STRENGTH EPDXY 5' <br />HTT4 W15/8" A.B. WITH <br />MIN. EMBED. AT 32" OC <br />MIN. 7' EMBEDMENT <br />MAX. <br />2X4 OR 26 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />TO SLAB & (18) 16d x <br />Ill* NAILS TO POST., <br />SECURE GABLE TO 2X8 <br />P.T. PLATE W/ 12ds 8" <br />PLANS FOR SPACING. SINGLE <br />POST TO SIT DIRECTLY <br />O.C. MAX <br />B <br />601mil LOCI( <br />TNIpQFBB <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL BD. <br />SEE SHEET Sl IA FOR<.=' <br />NAILSZEANDPATTERN <br />ON SL48 2 <br />. a• <br />° <br />,a.y <br />1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 20 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 />INTERSECTIONTYP. ( \ RTM. CHORD BRACING <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)1/2" WOOD PANELS <br />90 <br />2xLUMBER <br />. Q � ° .! •. <br />t I -JOIST CONNECTION @ L.B.W. <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 314"=V-01' <br />SCALE: 3/4"=1'-0" <br />PRE-ENG1D TRUSS SCALE. 3/4"=T-a' <br />,, <br />-. <br />scALE:3l4"=T-0" (NO UPLIFT)8" <br />24 <br />24"MAX. wl WOIST <br />END <br />8„ <br />SPACINGMAX. <br />END w/I-JOIST <br />TYP TYP <br />ACIN <br />MA% 'MAX MAX <br />SEE FRAMING PLAN <br />END OF <br />LEDGER SO. <br />- - <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4•D <br />i? EXP. (D 2X8 SYP P.T <br />BOLT/J-BOLTW/7 <br />( <br />W EDGE ( d) 2XI2 SYP P T. <br />LEDGERBOARDTO <br />3/4' EXP <br />BOLT/J-BOLTW/7 <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE EDGE>5/8" <br />" <br />-I)C- HOLE DIAMETER <br />WASHER851/2' TEOE BEEU EDD <br />MIN. EMBED. (TYP) NTH WOIST <br />1. ENSURE THAT EXP, BE USED WITH WOIST <br />BOLTB/J-BOLTS ARE PLACED <br />INTO GROUTED CELLS S"ALL <br />WASHER&51/2" <br />MIN. EMBED. (TVP) <br />FOLLOWING <br />rU333DIV. de I.OT: <br />ABBOTT <br />PARK <br />LOT## 1 <br />BLK# 11 <br />PROJECT# <br />04181.000-11112 <br />MODEL• <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 1941ING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br /><2/5•D SGL. STUD 60 M E <br />AROUND BOLT. FRONT <br />OUTER 1/3 OF 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY LEDGER SHOULD LAP A MIN OF 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! (2) 3!4"° WEDGE-BOLTlJ-BOLT, 5" MIN. Z 4'0". = 2 or - <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES <br />HOLE EDGE 1516' EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 3. ALL BOLTS TO HAVE WASHERS {� 12 m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />4. EXP. BOLTSIJ-BOLTS SHOULD <br />B - SIMPSON IUS2.37/16 G < 1400 USE, U < 70 LBS W! (2) 314° WEDGE-BOLT/J$OLT, 5" MIN. NOT BE ANY CLOSER THAN 8" SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 1� //�� ty 6j <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 Z o/c. Z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />C - SIMPSON MIU3.56fl6 G <2900 USE, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. g S. ONLY LEDGER IN DIRECT `O A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 P tltl�7 <br />EMBED (24).16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST (2) 2(8 CONTACT(REAR LEDGER) MATH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />FL#17241 SYP PT Cl REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. <br />Il _ AIMPA(IM HH1 iC7 25110 C 141401 AP: 11 < 1610 LEM NI/ I811/d"° WEDGE-A111 T! LA(N T I' <br />STM.� HOLE DIAMETER <br />PLATE < 3/5'D DEL. STUD <br />MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST <br />FL#25748 <br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U Y 210 LBS W/ (8) 3/4'- WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/7 GALV. NAILS TO JOIST <br />FL#17241 <br />FLOOR JOIST LEDGER SCHEDULE <br />23 <br />MARK <br />SIZE <br />BOLT SIZE <br />END SPACING <br />CENTRALSPACING <br />A <br />DOUBLE SYP 2x8 <br />1/7' <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />1 (2) 3!4" <br />1 W MAX. <br />1 24" O/C MAX. <br />WOOD LEDGER 04/16/21 <br />STUD NOTCHING ATTACHMENT DETAIL 11 ALTERNATE MATERIALS Bill 1/4" V-0" <br />AND BORING LIMITS SCALE:3/4"-V-a' <br />SCALE: 3/4"=r-0" I -JOIST WOOD LEDGER DETAIL sI/3�E/E'I' <br />8 SCALE:11/2"=,'-0" 10 SCALE: 3/4'"=1'-0' <br />