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ENGINEERED WOOD TRUSSES i <br />D SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP ALL/FLOOR <br />DRAWINGS FOR REVIEW NG " <br />AND APPROVAL R SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON <br />"ROOFIWALL/FLOOR HTSM20 W/1010tl"x <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR Vv1TH TRUSS ANCHOR MATH NOTE: A PT SVP #2 7' z 4", TRUSS AND (4) 1/4" x 2 1/4" <br />SHEATHING <br />(12) 1 Od x 1 ?' NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 ?' NAILS TO 6•', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 9' W/ 10d 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: APT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(16) i Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REACiAN BLVD. <br />WITH (12) 16d .3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO LONOWOOD, FL 32750 <br />TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774-6078 <br />ADDITIONAL PLY MAX. TO PSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAMFAX: 407-7744078 <br />ix2, 2z WOOD FASCIA ACCOMMODATE TRUSS y CONT POURED LINTEL <br />SEE ARCHITECTURALANCHOR REQUIREMENTS. p x 5" TITEN HD TO CMU AND (12)SDS Www.ebdESlgngmup.mm <br />2x SECURED W/(3) 16d O GIRDER AA #: 0003325 <br />GALV. COMMON NAILS. ENGINEERED WOOD PSON FGTR GIRDER TIEDOWN WITH <br />1.2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) i' x 5" TITEN HD TO CMU AND (18) SDS t' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER <br />12, O/C FOR REVIEW 2x SECURED W/(3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS e x 3" <br />ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS SEES SCHEDULE ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 12' O/C SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LSS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LES (2 OR 3 PLY) 0 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=,'-a' 2a 2b 2c TYPICAL ROOF 3 <br />SCALE: 3/4"=1'-a' <br />GIRDER CONNECTOR(S) BCALE:34"=""' <br />3/4" T & G SUSFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE (2) 2X4 No.2 SVP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d ® EA TRUSSES WHERE <br />LSTA12 20 GAUGE TRUSS (DIAG BRACE TO <br />f <br />r <br />a <br />Q6 <br />QQ� <br />at <br />at <br />o <br />W/ 10dx1/2 HDG NAILS <br />W EACH END. TOTAL OF IO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />PER ELEVATION <br />0'-0" TO 30'-0" (1) "X•' BRACE SEAMS) <br />FLOOR <br />30'-l" TO 60'-0 (3) "X' BRACE SECURE 2x FT. PLATE <br />GIRDER <br />B-0" MAX (WIM) <br />(1) "X" BRACE CENTER TO BLK W/ 12" DIA <br />In <br />oR tO'-a' MM (WQX4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PER ELEVATION <br />Zx WOOD FASCIA, STRENGTH EPDXY 0' <br />MIN. EMBED. AT 32' OC <br />N <br />1 4 DIAGONAL <br />SEE ARCHITECTURAL <br />MAX. <br />W <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />BRACING, SEE <br />PRE-ENG GABLE TRUSS SECURE GABLE T02ze <br />GYPSUM BOARD OR 12' HIGH <br />BOARD <br />PLAN FOR LOCATION <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH GLG. <br />§ � � a MAY NOT BE <br />STIFFBACK (AS PER <br />2x4 <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />H REQUIRED <br />TRUSS ENG) CONT. SECURED Wf <br />(2) 10d's @ EACH TRUSS <br />i8tl TOENAILS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 518" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />Ma <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST. , <br />WALL W/ SVP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />NI <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SxnmlV. AO L AT° <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />. e• <br />12" O/C STAGGERED. <br />ADDITIONAL METAL 12" GYP. WL BD. <br />• <br />T..4 • • <br />1x4 BTM. CHORD BRACINGB'-0" O/C END WALL OR OTHER <br />ABBOTT PARK <br />CONNECTORS NOT <br />° <br />'Qa <br /># !, ° °"• 0- a. <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN <br />LOT #33 <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />°' <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BLK. #7 <br />BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />GIRDER/WOOD POST CONNECTIONS <br />BGALE:34"=,'-a' -- <br />PRE-ENG'D TRUSS BCALE.34-'-° <br />PllOJECT1y <br />C <br />5 <br />04181. 00— 3071 <br />MODEL.• <br />4EBB <br />"1828—CALI" <br />FLOOR TRUSS CONNECTION L.B.W. <br />OAllAGIC BWDCO: <br />RIGHT <br />4 scALE: 3/4•'=1'-a' (NO UPLIFT) <br />PAGE: <br />DETAILS <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114-D <br />ID <br />OLE EDGE >5/9" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />160 MPH EXP. <br />°5EDIAMETER D <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL(F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE -5/9' <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO VOND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />— <br />'— <br />SUBJECTTOFIAND F2FORCES. <br />— <br />BTM. HOLE DIAMETER <br />PLATE < 3Ai'D DBL, STUD <br />A <br />AR NO 9WM <br />Dw9/21/21 <br />NOTCHING <br />ALTERNATE MATERIALS — <br />11 <br />SCALE: 1/4"=1'-0" <br />AND BORING <br />50ALE 34=' ° <br />arzEEr <br />SCALE: 11/2'=1'-a' <br />G <br />S 3 • 1 <br />