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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO TRUSS <br />EH2) 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 />lx2, 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 />'ROOFNVAUJFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE. A PT SYP 02 2' x 4', <br />6", 6' x 4'-U' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24' O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 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 1B 1C TYPICAL TRUSS/ SALE 34 -0 <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/6' GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST 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. ��K <br />8BY3 PROVIDE OBL. TOP PLATE <br />THOOM <br />4500 3/4" WOOD PANELS PROVIDE BLOCKING <br />6000 (2) I- WOOD PANELS 12" GYP. WL. BD. <br />BO (2) 12" WOOD PANELS <br />90 2x LUMBER SEE SHEET to FOR <br />NAIL SIZE AND <br />PATTERN <br />DI -JOIST CONNECTION @ L.B.W. <br />BCALE:3l4"=l'-0" (NO UPLIFT) <br />OUTER 1(3 OF <br />SPAN ONLY <br />PLATE <br />DEPTH 1/4'13 <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />HOLE EDGE �5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />O SCALE: 1 1/2'=1'-0" <br />ENGINEERED WOOD TRL <br />® 24" OIC, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 1 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE. A PT SYP #2 Tx 4", <br />6", B" x C-O" MAYBE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />OAC TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />X­A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)1' x 5" TITEN HD TO CMU AND (18) BIDS J" 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) 16d <br />(2) }" x 5-TITEN HD TO CMU AND (18) SOS i" x 3" <br />GALV. COMMON NAILS. <br />112 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12"Olc SEE SCHEDULE <br />SOLID, B' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />S <br />2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE 34"=1'-0 <br />LSTA12 20 GAUGE <br />WI 10dx1/2 HOG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />8EM <br />B4C n BIACK <br />THC OM <br />4500 <br />3/4' WOOD PANELS <br />6000 <br />(2) 1?' WOOD PANELS <br />60 <br />(2) 12" 1AA70D PANELS <br />90 <br />2x LUMBER <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB B (18) l6d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />\LVL/WOOD POST CONNECTIONS <br />5 r SCALE: 3/4"=l'-(1 <br />A - SIMPSON IUS1.81/16 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 FL017241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 6' MIN. <br />EMBED (14) 1Dd GALV. COMMON NAILS TO HEADER FL#17241 <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-lr2' GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, 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 />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)1O&l-1/2' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE 3/4"=l'-0" <br />8'-0" MAX (W/1X4) <br />,2R 10'-O" MAX (W/2X4),,, <br />01100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4" x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19M UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL WI10 10d TO <br />TRUSS AND (4)1/4" x 2 ll4" <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 />(2) 2X4 No.2 SYP DIAG. — <br />BRACE WI (3)12d ® 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) "X" BRACE <br />(1) "X' BRACE ® CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />DIAGONAL <br />SEE ARCHITECTURAL <br />.CHORD <br />PRE-ENG GABLE TRUSS <br />CING, SEE <br />V FOR LOCATION <br />STIFFBACK (AS PER —/ <br />NOT BE <br />UIRED <br />TRUSS ENG) <br />CHORD OF <br />)D ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 64Y'O/C END WALL OR OTHER <br />MAX., OR 214 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 />6 SCALE'. 314"=1'-0' <br />24" 2C MAX. w/ IJOIST SPACING <br />8" MAX. <br />END w4 JOIST Tw rvP P <br />ACING SEE FRAMING PLAN ENpp OF <br />LN% MAX MAX LEDGER BD. <br />I? ExP. ((1�2XB SYP P T. LU FROM (2 2X12 SYP P.T IIW EXP. <br />BOLT'}BOLT NYS LEDGERBOAM W EDGE DOER BOARD TO BOLT/! -BOLT WY 2' <br />WASHER 8 S 1?' TO BE USED I. ENSURE TINT EXP. BE USED WITH IJdST WASHER 8 51? <br />MIN. EMBED. (T)P) YITH IJOIfiT BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, B' ALL <br />AROUND BOLT FRONT <br />2. SPUCE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />Z 4'-T Z <br />9. ALL BOLTS TO HAVE WASHERS (2) 2XI2 b <br />4. EXP. SOLTS/,I-BOLTS SHOULD SYP PT <br />NOT BE ANY CLOSER TI4AN 0" <br />2 C. 5 Z <br />5. ONLY LEDGER IN DIRECT E <br />(2)2X8 CONTACT (REAR LEDGER) WITH REAR <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />ETD SPACING <br />CENIW SPACING <br />A <br />DOUBLE SYP 2x8 <br />I <br />1/2' <br />6' MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2112 <br />(2) 34' <br />8" MAX. <br />24" O/C MAX. <br />I -JOIST WOOD LEDGER DETAIL <br />10 SCALE 3/4"=T-(7' <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA <br />ANCHOR BOLT W/ 2' <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's B" <br />O C. MAX <br />CONT, 2x4 SECURED W/ <br />(2)10d's ® EACH TRUSS <br />TO BE INSTALLED <br />101-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGID TRUSS 6DALE 3°"=,'-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 FI AND F2 FORCES. <br />ALTERNATE MATERIALS <br />r SCALE: 3/4"=1'-0" <br />1441 Ni RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX 407-774.4078 <br />www.abdeslgngroup.com <br />AAP:0003325 <br />i <br />� <br />�rB <br />E <br />f <br />aysDty aLour. <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PRO" <br />04181.00 -27111 <br />MODZ r <br />3EEB <br />"2260-ELSTON" <br />GARAGE DIMING: <br />RIGHT <br />PADS: <br />DETAILS <br />(I -JOIST) <br />%160 MPH EXP. C <br />