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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />® 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 /># 1100 UPLIFT SIMPSON <br />19) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WAUJFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4", <br />AND <br />TRUSS AND (4) 1/4" x 2 1/4" <br />(4)11"x <br />SHEATHING <br />16d x 1 NAILS TO TRUSS <br />(9) 10dz 1 NAILS TO <br />6, 8" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DB <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GIRDER, PROVIDE 5" <br />GIRDS R <br />W/ 100 NAILS, 2 ROWS, 3" <br />NAILS, O <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <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 />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6', W 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 />OPPOSITE FACES OF <br />WITH (12)16d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL TO <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />)11010tl <br />TRUSS AND (4)1/4" x 21/4" <br />TITEN 2 <br />CONTINUOUS BOND BEAM <br />1x2, 2z WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />N EL <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />J' x 2 J" TO GIRDER <br />2z SECURED W/ (3)16d <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />(2) }' x 5" TITEN HO TO CMU AND (18) SDS }" x <br />1.2 SECURED W/ 10d TRUSSES 9 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C FOR REVIEW <br />2z SECURED W/ (3) 16tl <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) J' x 671TEN HD TO CMU AND (18) SDS *'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, L:770 LEIS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1 a 1 b 1 c <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE 3/4"=T-a' <br />2a 2b 2c <br />6D L 4"=,' " <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)120 C EA TRUSSES WHERE <br />LSTA12 20 GAUGE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />W/ 10dx1/2 HOG NAILS <br />COVER 5 TRUSSES) 4'-a' O.C. (AT SHEATHING <br />EACH END. TOTAL OF 10 <br />SEAMS) <br />0'-0" TO 30'-01' (1) "X" BRACE <br />FLOOR <br />30'-1" TO 60'-0 (3) "W BRACE SECURE 2x PT. PLATE <br />GIRDER <br />6'4" MAX (Wnx4) <br />(1) "X" BRACE � CENTER TO BLK W/ 12" DIA. <br />OR 10'-0" MAX (W/2X4) <br />'X* BRACE DIVIDED ANCHOR BOLT W/ 2' <br />* <br />FROM CENTER TO END(2) <br />. WASHER <br />WASHER SET HIGH <br />O <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />P LEVATION <br />ix4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />PLAN FOR LOCATION <br />P.T. PLATE W/ 12tl's 8" <br />STRENGTH CLG. BOARD <br />`� � <br />MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2), <br />� <br />REQUIRED <br />TRUSS ENG) CONT, 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10d's B' EACH TRUSS <br />TO BE INSTALLED C <br />DOUBLE TOP PLATE <br />/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />BEDMENT <br />WOOD ROOF TRUSSES <br />& (18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />LS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />jjL <br />ITDRECTLYSEE <br />SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BD. <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />. <br />MAX., OR 2z4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° 1 - t♦ - i- . ° <br />la -al O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />(D <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE 34"="°" <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-a' <br />`a <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />Y <br />6OALE �4=10(NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'D <br />HOLE EDGE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br />< 2/5'D 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 >516' <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 />01 <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D OBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.774-4078 <br />wwwabdesigngrou p.com <br />L AA #: 0003325 A <br />soil <br />fl <br />o <br />ID <br />a <br />y1 <br />}�e� <br />SUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #12 <br />PROJECT* <br />04181.000-35122 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />711 <br />J. CANTM ELL <br />NO ! 79 <br />MAT 7/1/21 <br />SCALE: 1/4"=1'-0M <br />SHEET <br />S3.IA <br />