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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24' O/C, SUBMIT SHOP <br />'ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }• NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA70 <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFANALUFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4', <br />HTSM20 W/10 10d TO <br />SHEATHING <br />(12) 16d x 1 NAILS TO TRUSS <br />10d i NAILS TO <br />6•, 8' x MAY ADDED <br />TRUSS AND x 2 1/4• <br />FASTENER SCHEDULE' <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GI R <br />GIRDER. PROVIDES' <br />, <br />W/ 10d NAILS, 2 ROWS, 3' <br />NAILS, O <br />TITEN 2 ANCHORS TO <br />H RS <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX TO <br />NOTE: A PT SYP #2 2' x 4', <br />(16) 10d x 3 }' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />6•, 8' x 4'-0' MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1/4' x 2 1/4' <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4)' z 5' TITEN HD TO CMU AND (12) BOBTITEN <br />2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}' x 2 �° TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3) 18d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH <br />tx2 SECURED W/ 10d TRUSSES 0 24' O/C, <br />112E 2x WOOD FASCIA <br />(2) e x 5' TITEN HD TO CMU AND (18) SOS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />12' 0/C FOR REVIEW <br />2x SECURED W/ (3j 18d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2)? z 5'TITEN HD TO CMU AND (18) SOS }' x 3" <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12. O/C <br />SEE SCHEDULE SOLID, 8- EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1- 770 LEIS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANHOS MIN, <br />C2' <br />C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2' COVER & APRART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />is lb lc 34=,'-o <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />CAL <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />S�� "—'`° <br />SCALE:34'=1'-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4' T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d - EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. I ACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />LSTA1220 GAUGE <br />SEAMS) <br />W/ 10dxi/2 HOG NAILS <br />0'-0- TO 30'-0• (1)'X' BRACE <br />EACH END. TOTAL OF 10 <br />30'-1- TO 60'-0 (3) •X• BRACE SECURE 2x8 PT, PLATE <br />(1) •X' BRACE 0 CENTER TO BLK W/ 1/2" DIA. <br />FLOOR <br />(2) -X• BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />�pffGIRDER <br />6'-0" MAX (W/1 X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />y2R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6• <br />77 <br />* <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX. <br />PER ELEVATION rL <br />11 k-I.4 <br />DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />STIFFBACK (AS PER 0 C. MARE w/ 12d`a 8' <br />5/8' GYPSUM BOARD OR 1/2' HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CBOARD <br />N <br />4 U <br />MAY NOT BE <br />(2) 10d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />L� ¢ d <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0' O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2.1.T NAILS TO POST., <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING, SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD, <br />' <br />1x4 BTM. CHORD BRACING 6'-0' 0/C <br />END WALL OR OTHER <br />< <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />• <br />< �. v . o. <br />10'-0' O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP, <br />7 <br />BTM. CHORD BRACING <br />6 <br />PRE-ENG'D TRUSS SCALE: 3(4"=1'-0' <br />a. <br />��GIRDER/WOOD POST CONNECTIONS <br />L <br />'e <br />J <br />SCALE: 3/4'=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />`* scALE:314•=V-0' (NO UPLIFT) <br />NOTCH DEPTH I/4"D <br />HOLE EDGE >5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2.15'0 SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HOLE EDGE >5/8' <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 />- <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 />BTM. HOLE DIAMETER <br />PLATE < 3/5'0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1/2'=1'-0" <br />SCALE: 0� <br />1441 N. RONAL.D REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407.774.8078 <br />FAX: 407-774-4078 <br />www.abdeslgngrGup.com <br />L AA N: 0003325 <br />JW <br />� <br />t <br />6J8 <br />O <br />� <br />m <br />SVHDIV. Al. LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #15 <br />PROJffiCT# <br />04181.000-19151 <br />MODEL. <br />4EAB <br />"1672— ARIA" <br />OAP..AGS aVIING: <br />LEFT <br />PADS: <br />DETAILS <br />%160 MPH EXP. C <br />02 <br />Rd`A A AeoU"CRA <br />L AR NO W70 <br />DRMT -I <br />ATE: 08/31/20 <br />SCALE: 1/4"=1'—O" <br />SFISST <br />s3.1A <br />