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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />(M 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 />(9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />- <br />HTSM20 W/14)1/"x <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALUFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP tF2 7' z 4", <br />TRUSS AND (4)1/4" x 2 1/4" <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />x 1 NAILS TO <br />6', 8" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DB STRAP, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GIRDS R <br />GIRDER. PROVIDE 5" <br />NAILS, O <br />W/ 1 W NAILS, 2 ROWS, 3" <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: APT SYP #2 7' 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", 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 />OPPOSITE FACES OF <br />WITH (12)18d x 3 J" NAILS TO GIRDER O/C 70 FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/1010tl TO <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1l4" x 2 1/4" <br />TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) t" x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POUREDR TEL <br />SEE ARCHITECTURAL <br />" x 2 �" TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10tl TRUSSES 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(2) }" x 6 TITEN HD TO CMU AND (18) SOS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />17' O/C FOR REVIEW <br />2z SECURED W/ (3) t6d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />12) k' x 571TEN HD TO CMU AND (18) SIDS �' x 7' <br />bQ SECURED W/ IDd <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />17' O/C <br />SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) <br />7' COVER 8 7' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) <br />C ALLOWABLE UPLIFT= 8885 LES(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1 3 1b 1c B°A 3'4'�=T-"' <br />ROOF <br />GIRDER CONNECTOR(S) <br />�D2a�2b2cTYPICAL <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. BLOCKING BETWEEN <br />Al2 20 <br />LSTA12 20 GAUGE <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />TRUSSES <br />W/ HAG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />0 EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (i)'X" BRACE SEAMS) <br />FLOOR <br />30--1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />6' MAX (WNx4) <br />(1) "X" BRACE ® CENTER TO BLK W/ DIA. <br />OR 7o-a' MN((W/2X4) <br />(2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />� <br />- * <br />FROM CENTER TO END, WASHER SET IN HIGH <br />P ER ELEVATION <br />STRENGTH EPDXY 6' <br />2x WOOD FASCIA, <br />tx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 3T OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 12" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLS BOARD <br />`� <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />i <br />N i <br />MAY NOT BE <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />1O'-0" O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18)16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-11" NAILS TO POST., <br />WALL W/SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />d� <br />1T O/C STAGGERED. <br />ADDITIONAL METAL 12" GYP. WL. BD. <br />q y <br />lx4 BTM. CHORD BRACING '-a'O/C <br />END WALL OR OTHER <br />CONNECTORS NOT <br />° <br />. <br />-..° <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />• # • - . °. <br />10'-0" O/C MAXSECURED W/ (2)10d <br />DEPICTED SEE PLAN <br />UPLIFT IS PRESENT. <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />7 <br />r <br />GIRDERNVOOD POST CONNECTIONS <br />SCALE:34"=1'-0 <br />SCALE:34"=1'A" <br />PRE-ENG D TRUSS <br />5 <br />„ FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />-* BDALE:3/4"=T-6' (NO UPLIFT) <br />NOTCH DEPTH l"D <br />HOLE EDGE-516' <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5'D SGL. STUD <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 LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 />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 />011 <br />SUBJECT TO FI AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <315•0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />1 <br />/o AND BORING LIMITS <br />O SCALE: 1 1/T=1'-0" <br />B°"`E:3°"=''-0" <br />d N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />p <br />BU33DM a LoTil <br />ABBOTT PARK <br />LOT #1 <br />BLK #12 <br />PHASE #41C <br />PROJECT* <br />04181.04C-01121 <br />MODE19 <br />4EBB <br />"1828—CALI" <br />GARAGE BI/ING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DAl'E: 10/26/21 <br />SCALE: 1/4"= V-0" <br />8FIEET <br />S3.1A <br />