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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1Od x 1 �' NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }'NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }'NAILS TO GIRDER <br />ix2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 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: APTSYP#22"x4", <br />6", Tx 4'-T MAY BE ADDED <br />W/ 1Od NAILS, 2 ROWS, W <br />OIC TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES Q 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1A 1 BR 1 C TYPICAL TRUSS/ SCALE 3/4"=T-01' <br />GIRDER CONNECTOR(S) <br />SERES <br />MCKER BLOCK <br />THpOM <br />_ <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />i <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED ASPER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE (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 />PROVIDE BLOCKING <br />1/2" GYP. WL. BD, <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />I -JOIST CONNECTION L.B.W. <br />4 BCALE:3/4"=T-O" (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />ENGINEERED WOOD TRU <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 J' NAILS TO <br />GIRDER, PROVIDE 6' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4", <br />T, 8" x V-(T' 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 />L--A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) ?' x 5" TITEN HD TO CMU AND (12) SIDS <br />}'x 2 J" TO GIRDER <br />841) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) SOS �' x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) 1&d <br />(2) }" x 5"TITEN HD TO CMU AND (18) BIDS �' x 3" <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />17' O/C SEE SCHEDULE <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 26 2C GIRDER CONNECTOR(S) <br />86tk8 <br />BMARA BLOCK <br />THICIWEBB <br />4500 <br />3/1" WOOD PANELS <br />8000 <br />)) 1?' WOOD PANELS <br />80 <br />(2) 1/2" WOOD PANELS <br />80 <br />2x LUMBER <br />L9TA12 20 GAUGE <br />W/ tOd 1/2 HDG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />LVUI-JOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />Dkll <br />MIN- T' EMBEDMENT <br />DEPTH <br />EDGE <br />—HOLE EDGE>5/B" <br />—HOLE DIAMETER <br />2/5'D SGL. STUD <br />EDGE >5/8" <br />TO SLAB & (18) 16d x <br />2-lrZ NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />.d <br />�LVL/WOOD POST CONNECTIONS <br />5 SCALE: <br />'I�m�ltI <br />!Imm'rpm. <br />0 <br />1 <br />I <br />A-SIMPSON IUS1.81/16 G <1400 LBS U <70 LBS W/ 2 3/4"° WEDGE-BOLT/J-BOLT 5" MIN. <br />- <br />V <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 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 FU"7241 <br />ol <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST <br />FL#17241 <br />BTM. <br />HOLE DIAMETER <br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4' WEDGE-BOLT/J-BOLT, 5" <br />PLATE <br />< 3/5'D DBL. STUD <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 16d GALV. COMMON NAILS TO HEADER AND (2) 10ck1-1P2" GALV. NAILS TO JOIST <br />FL#17241 <br />STUD NOTCHING <br />WOOD LEDGER <br />AND BORING LIMITS <br />ATTACHMENT DETAIL <br />0 SCALE' 1 1/2"=1'-0" <br />9 <br />SCALE: 3/4"=l'-0" <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)114" x 2 114' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19DO UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 1Dd TO <br />TRUSS AND (4)1/4" x 2 1/4" <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 & T APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4„=1'-0' <br />8'-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d a EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-l" TO 60'-0 (3) 'W' BRACE <br />SECURE 2x8 PT. PLATE <br />( I ) "X" BRACE @ CENTER <br />TO BLK W/ IrT DIA. <br />(2) 'X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END, <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />IN. EMBED. AT 32" OC <br />DIAGONAL <br />MAX. <br />. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />CING, SEE <br />P.T. PLATE W/ 12d's 8" <br />V FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />NOT BE <br />UIRED <br />TRUSS ENG) <br />CONT. 2.4 SECURED W/ <br />(2) 10d. @J EACH TRUSS <br />TO BE INSTALLED 0 <br />CHORD OF <br />10'-9' O.C. MAX. <br />ID ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 6'-0" O/C J `—END WALL OR OTHER <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 />SCALE: 3/4"=1'-0" <br />24" 24' MAX. w/ (JOIST 8" END <br />SPACING <br />8" MAX. <br />END wA JOIST O <br />ACIN SEE FRAMING PLAN TYP, TYP P END E <br />MAX MAX MAX LEDGER BD. <br />1? IXP. (2) 2X8 SYP P.T. lL EDGE OM (2) 2X12 SVP P.T. 3/4" EXP. <br />BOLT/J-BOLT W/2 LEEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/T <br />WASHER & 51? TO BE USED 1, ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & S 1? <br />MIN, EMBED. (TYP) VATN JOIST BOLTSO-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, W ALL <br />AROUND BOLT. FRONT <br />2. SPLICE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF `f <br />3 3. ALL BOLTS TO HAVE WASHERS °D <br />4. EXP, BOLTS/J-BOLTS SHOULD (2) 2X72 <br />NOT BE ANY CLOSER THAN T SYP PTofc <br />`' <br />Z S.O z <br />S. ONLY LEDGER INDIRECT m f <br />(2)2X8 CONTACT (REAR LEDGER)WITH REAR <br />SYP PT CMU REQUIRED TO BE PT. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />EI08PACINO <br />C8flPZPAGNO <br />A <br />DOUBLE SYP 2x8 <br />12" <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2X12 <br />(2) 3/4" <br />8" MAX. <br />24" O/C MAX. <br />I -JOIST WOOD LEDGER DETAIL <br />1 O SCALE: 3l4"=1'-0' <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENGD TRUSS SCALE: 3/4"=1'-0' <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 TWIST 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 />JUNI <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 A <br />F <br />~ <br />IL <br />0 <br />® <br />M1 <br />F <br />a� <br />SU13DIV & LOT <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />HODELo <br />2554— E301— <br />"DARWIN" <br />GARAGE SiIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT DATE: 08 14 21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />S3.1A <br />