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ENGINEERED WOOD TRUSSE iSON <br />SHEATHING, SEE <br />C 24" O/C, SUBMIT SHOP L(FLOOR <br />DRAWINGS FOR REVIEW <br />AND APPROVAL SCHEDULE" <br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON <br />"ROOFANALLIFLOOR HTSM20 W{1010d TO <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4)1/4" x 2'14' <br />SHEATHING <br />(12)16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" (9) 10tl x 1 }" NAILS TO 6, 8" x 4'-(Y' MAY BE ADDED TITEN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE S" 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: A PT SYP #22" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(16) 10tl x 3 }•• NAILS TO GIRDER AND 6'. 8" x 4•-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />WITH (12)16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL) 14 OAF <br />LON : 407-7 4-FIL 0 760 <br />ADDITIONAL PLY MAX. TO TRUES AND (4)1/4" x 2 1/4" <br />PH: 407-774-8075 <br />SON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SE 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL FAX: design 4-0078 <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. ' x 5"TITEN HD TO CMU AND (12) SOB W W W.ebdeslgngro0p.com <br />2x SECURED W/ (3)16d OIN GIRDER <br />R GIRDER TIEDOWN WITH AA #: 0003325 <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER <br />12, O/C FOR REVIEW SEE ARCHITECTURAL 2x SECUREDC42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL GALV. COMMONON NAILS. NAILS. (2) }'x 6TITEN HD TO CMU AND (18) SOS �" x 3' <br />lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, W 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 & 2' APART <br />C ALLOWABLE UPLIFT= U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 888S LBS(2 PLY MIN.) REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c GIRDER CONNECTOR(S) S°"UE --_''- 2a 2b 2c TYPICAL ROOF 3 6DALE 3/4"=,'-0•• <br />GIRDER CONNECTOR(S) SCALE: 34'=V-0" <br />3/4" T 6 G SUBFLOCR GLUED AND <br />SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d ® EA. <br />LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO TRUSSES WHERE <br />X RACING S PRE ENT AT <br />W <br />Q <br />Mill <br />l <br />PER ATION <br />W/ 10dx1/2 HOG NAILS <br />(Q EACH END. TOTAL OF 10 <br />FLOOR <br />-B 1 S <br />COVER 5 TRUSSES) 4'-0' O.C. (A7 SHEATHING <br />U-0" TO 30'-0" (1)'X" BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />6d"MAX( <br />()"X"BRACE DICENTER TOBLKW/DIA, <br />OR 10'-0" MOJ( IWx4) <br />M (W <br />(22) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T <br />x * <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PER E VATION <br />tx4 DIAGONAL <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37' OC <br />MAX' <br />N <br />ui <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />PRE-ENG GABLE TRUSS SEURE GABLE TO 8 <br />g 2: <br />5/8" GYPSUM BOARD 1/7' HIGH <br />OR <br />BRACING,SEE <br />p 7CPLATE W 12d's 9' <br />STRENGTH CLG. BOARD <br />m PLAN FOR LOCATION <br />MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />0 <br />SECURE TRUSS TO TOP PLATE W (2) <br />§ REQUIRED <br />TRUSS ENG) CONT 2x4 SECURED W! <br />16tl TOENAILS <br />(2) tOtl'EACH TRUSS <br />TO BE INSTALLED 0 <br />I <br />DOUBLE TOP PLATE <br />TT4 W/ SM.' A.B. WITH <br />STM. CHORD OF <br />10'-0" O.C. MAX. <br />IN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />O SLAB 8 (18)16d x <br />-11' NAILS TO POST., <br />OSTTOITDIRECTLYPLANS <br />V <br />SEE SCHEDULE FOR <br />FOR SPACING. SINGLE <br />N SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SECURE ST. PLATE TO VI <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />17' O/C STAGGERED. <br />ADDITIONAL METAL 12" GYP. WL. BD. <br />,ae <br />1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />CONNECTORS NOT <br />e <br />a <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />• f ;. • o <br />DEPICTED SEE PLAN <br />UPLIFT IS PRESENT. <br />< • <br />COMMON <br />COMMON NAILS AT EACH CHORD <br />NAILS AT EACH CORD <br />INTERSECTIONNP. <br />BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />G <br />V <br />7 <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE:3a"=r-o" <br />PRE-ENG'D TRUSS SCALE:3/4"=V-a' <br />e4 <br />5 <br />• <br />f <br />-,,FLOOR TRUSS CONNECTION @ L.B.W. <br />V <br />60ALE 34"=,'-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'D <br />HOLE EDGE >5/B" <br />HOLE DIAMETER <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />stmDiv a LOT <br />ABBOTT PARK <br />LOT #14 BLK #12 <br />PHASE: 4C <br />PROJECT* <br />04181.04C-1 121 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 9§WDCG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br /><2/5'D SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />AR <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />STAMOF <br />HOLE EDGE >5/6' <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <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, Fl, AND F2 <br />01 <br />BTM, HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />O O <br />v <br />PLATE c 3/5'D DBL. STUD <br />A. <br />NO 93723 <br />DARTS 2/04/22 <br />STUD NOTCHING <br />AND BORING LIMITS <br />ALTERNATE MATERIALS <br />11 SCALE:3/4"=T-0" <br />BCALE: 1/4"=1'-0" <br />a*== <br />8 SCALE: 1 1 2 =1'-0 <br />S 3• 'j /1 <br />