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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />a 24" O/C, SUBMIT SHOP "ROOFIWALL/FLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON <br />(9) 10d x 1 i NAILS TO TRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO <br />B-(2) SIMPSON HETA76 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR MATH NOTE: A PT SYP #2 2' x 4", TRUSS AND (4) 1/4" alp <br />x 21/4' <br />SHEATHING <br />(12) 78tl x 1 ?NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO 8", 8' x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO <br />DBL 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 <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX TO # 1900 UPLIFT (2) SIMPSON <br />NOTE' A PT SYP 02 2' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(18) 10d x 3 �" NAILS TO GIRDER AND 8", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAOAN BLVD. <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 <br />WITH (12) 16d x 3 "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 <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ACCOMMODATE TRUSS WITH SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN FAX: 407.774-4078 <br />SE 2x WOOD FASCIA WITH (4) a' x 5" TITEN HD TO CMU AND (12) 806 CONT POURED LINTEL www.abdesigngroup.com <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3) 16tl a' x 2 }' TO GIRDER AA #: 0003326 <br />GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />Tx2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) ?'x 5" TITEN HD TO CMU AND (18) SOS J' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER <br />12. OTC FOR REVIEW SEE ARCHITECTURAL 2x SECUREDC-(2) SIMPSON FGTR GIRDER TIEDOWtlS WITH <br />AND APPROVAL GALV. COMMONON NAILS. <br />i8d AILS. (2) J" x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" <br />ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS SEAM <br />BEENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 17' O/C SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. <br />8 ALLOWABLE UPLIFT = U.2365 LBS L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 7' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1aSSTYP'CALTRUSS/GIRDER CONNECTOR(S) 5OA1E 34"="a' 2a 2b 2c TYPICAL ROOF SCALE 3/4-i a SCALE:34"=,'-a' <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE (2) 214 11.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ () 12d. EA TRUSSES WHERE <br />LSTA12 20 GAUGE TRUSS (DIAG BRACE TO <br />x R <br />ic <br />J <br />4 <br />W/ 10dxl/2 HOG NAILS <br />COVER 5 TRUSSES) <br />-B ACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />@ EACH END, TOTAL OF 10 <br />SEAMS) <br />PER EL VATION <br />0'-0"TO 30'-0" (1) W BRACE <br />FLOOR <br />30'-l" TO 60'-0 (3) W BRACE <br />SECURE 2x PT. PLATE <br />GIRDER <br />eu MAX (wnxp <br />(1) "X" BRACE @ CENTER <br />TO BILK WI12" DIA <br />OR 10'd MAX ryV/Lx4) <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/T <br />FROM CENTER TO END <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />N <br />PER L NATION <br />'� <br />,x4 DIAGONAL <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32"OC <br />W <br />PRE-ENG FLOOR TRUSS <br />STM.CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE 7O 218 <br />5/e" GYPSUM BOARD OR 12" HIGH <br />BRACING, SEE <br />p, T. PLATE W! 12d's 8" <br />STRENGTH CLG. BOARD <br />u� <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIFFBACK (AS PER <br />§ <br />a <br />T <br />REQUIRED <br />TRUSS ENG) <br />OONT. 2 4 SECURED W/ <br />x <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TOENAILS <br />(2) 10d's @ EACH TRUSS <br />i6tl <br />TO BE INSTALLED <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX <br />DOUBLE TOP PLATE <br />MIN, 7" EMBEDMENT <br />Tr <br />7r WOOD ROOF TRUSSES <br />2.4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />TO SLAB 8 (18) t6d x <br />2-112" NAILS TO POST. <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />lu <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE P7. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10tl MASONRY NAIL PROVIDE BLOCKING <br />12" O/C STAGGERED. <br />ADDITIONAL METAL 12" GYP. WL. BD. <br />.e. <br />aa• + <br />ix4 BTM. CHORD BRACING 6-9' O/C END WALL OR OTHER <br />CONNECTORS NOT <br />• <br />'..e <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />. e. <br />• <br />10--0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />UPLIFT IS PRESENT. <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />] <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE' 3/4"=1'-a' <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-a' <br />a <br />C <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />scALE:3a"=r-a' (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114•D <br />P <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE EDGE>�. <br />I' HOLE DIAMETER <br />FOLLOWING <br />BVHDIV. & LOT: <br />ABPARK <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />PllOJ6cT# <br />04181.04C-10141 <br />1gODMIU <br />4EBB <br />"1828—CALI" <br />GARAGZ 8WINa: <br />LEFT <br />1 PAGE: <br />DETAILS <br />160 MPH EXP. C <br />< y5'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 />pT <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES <br />Y1 <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 />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON M10A 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 Fi AND F2 FORCES. <br />LA. <br />BTM. HOLE DIAMETER <br />PLATE < 315"0 DBL. STUD <br />��cRA <br />38723 <br />DA oz/oa/zz <br />STUD NOTCHING <br />AND BORING LIMITS <br />(—,,-'),ALTERNATE MATERIALS <br />SCALE:34"=1'-a' <br />SCAls: 1/4"=1'-0" <br />nice= <br />S 3.1 A <br />