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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A{t)SI N A16 U R H <br /># 1100 UPLIFT SIMPSON <br />(9) tOd x 1 �"' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />1 <br />() SIMPSON HETA16 <br />HTSM20 W/1010d TO <br />B{2) SIMPSON HETA18 TRUSS ANCHOR WITH ' ROOFNJAUJFLOOR <br />TRUSS ANCHOR WITH NOTE: A PT SYP #27' x 4", <br />TRU6S AND (4) 1/4" x 2114" <br />SHEATHING <br />x 1, NAILS TO TRUSS <br />x 1 MAY BE ADDED <br />NAILS TO 8", 8" x 4'-0NAILS, <br />To <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE' <br />DB STRAP, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GI DE R <br />GIRDER. PROVIDE 5" W/ tOd NAILS, 2 ROWS, 3" <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP #27' x 4, <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) '10tl z 3 }" NAILS TO GIRDER AND 6", W x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES <br />WITH (12)16d x 3+f' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL 110 10 <br />"x <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A{1) SIMPSON LGT3�SDS75 GIRDER TIEDOWN <br />)1/4" x 2TO <br />21/4" <br />TITEN 2 TRUSS AND HOR$ TO CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS <br />CONT POUREDL INTo <br />TEL <br />SEE ARCHITECTURAL <br />}' x 2 }' TO GIRDER <br />2x SECURED W/ (3) tSd <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />2x WOOD FASCIA (2) f' x 5" TITEN HD TO CMU AND (18) SIDS �' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />3" TO GIRDER <br />SE <br />SEE ARCHITECTURAL <br />1, O/C FOR REVIEW <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/(3) i6d <br />AND APPROVAL <br />GALV. COMMON NAIL6. (2) �" x 5'TITEN 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 <br />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) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN, <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />7' COVER & 7' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />r1 TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />a 1b 1c <br />3""=''-0' <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE: <br />2a 2b 2c S ALE:34"=1'-0' <br />SCALE: 3/4'=1'-0 <br />GIRDER CONNECTORS) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA12 20 GAUGE <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />W/ 10dx1/2 HOG 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" (11"X" BRACE SEAMS) <br />FLOOR <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2z PT. PLATE <br />GIRDER <br />6'-0" MAX (W/1X4) <br />(1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA. <br />10--0" MAX (W/2X4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />,9R <br />T K <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PER E VATION <br />2x WOOD FASCIA STRENGTH EPDXY 6" <br />tx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 37' OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />MAX. <br />PRE-ENG GABLE TRUSS PECP�TGABLE g 8 <br />GYPSUM BOARD OR 1Y7' HIGH <br />STRENGTH CLG, BOARD <br />PLAN FOR LOCATION <br />MAY NOT BE <br />,� <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />7> <br />iv � a F REQUIRED <br />SECURED W/ TRUSS ENG) CONT. 2x4 <br />16d TOENAILS <br />(2) 10d% C EACH TRUSS <br />TO BE INSTALLED 0? <br />DOUBLE TOP PLATE <br />H774 W/ SIB" A.B. WITH <br />BTM. CHORD OF <br />101-0" O.C. MAX. <br />MIN. 7'EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/7' 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 />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/7' GYP. VJL BD. <br />• • <br />114 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER <br />• •' <br />• <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />., :. • . a <br />>t <br />101-0" 0/C W/(2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />MAIN <br />wrERsecnoNTYP. BTM. CHORD BRACING <br />LOCK WALL W/ GABLE END <br />- <br />(D--RRE-ENG'D <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-fY' <br />SCALE: 3/4"=l'-0" <br />TRUSS <br />•,�' <br />S SCALE:3/4"=T- <br />a+.• <br />K—,-"\FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />'* SCALE:W11'=''-a' (NO UPLIFT) <br />NOTCH DEPTH I/4•D <br />OLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <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 />OLE 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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fi AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5•D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />SCALE: 3/4"=1'-0" <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: OW3326 <br />L <br />EUDDIV. 8. LOT <br />ABBOTT PARK <br />LOT #19 <br />BLK #7 <br />PROAMT# <br />04181.000-19071 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />