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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNVALLJFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 1Od x 1 21' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/ 0 Od TO • G{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4", TRUSS AND (4)114" x 21/4" SHEATHING (12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 J" NAILS TO S', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DQL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 Z' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 19d x 3 }" NAILS TO GIRDER AND S', 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. WITH (12) 16d x 3 ?'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WI1010d TO LONGWOOD, R 32750 ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" PH: 407-774.6078 A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX 407-774�4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS www.abdoslgngroup.com 2x SECURED W/ (3)16tl �' x 2 TO GIRDER AA #: 000332Lmommof P�ALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2X WOOD FASCIA (2) }'x Y TITEN HD TO CMU AND (18) SDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 2z SECURED 12' O/C FOR REVIEW SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMONON NAILS NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U',2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2' APART C ALLOWABLE UPLIFT = U.2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) 6QALE:3/4" -0' 23 2b 2c TYPICAL ROOF SCALE: 3/4"=1'-0" 3 GIRDER CONNECTOR(S) SCALE84""'-0" 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE LSTA1220 GAUGE TRUSS(DIAG BRACE TO DL a 6 Mill W/ 10d:(1/2 HDG NAILS NAILS X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING W EACH END. TOTAL OF 10 SEAMS) PER E VA 10 0'4" TO 30'-0' (1) "X" BRACE FLOOR 30'-V TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 50"MAx (1) "X" BRACE 0 CENTER TOBLKW/OL DIA. oR 1aa' MAX (Wrzx4) X(W/2 (2)'7C" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" � * FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION ix4 DIAGONAL MIN. EMBED. AT 32" OC SEE ARCHITECTURAL W PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 � 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 6' STRENGTH CLG-BOARD PLAN FOR LOCATION '� a MAY NOT BE STIFFBACK (AS PER O.C. MAX O SECURE TRUSS TO TOP PLATE wl (2) 0 a REQUIRED TRUSS ENG) CONT, 2X4 SECURED W/ (2) 10d's ®EACH TRUSS 16d TOENAILS TO BE INSTALLED @; DOUBLE TOP PLATE HTT4 W/ 5/8'AB. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB & (18) 16d x 2-11" NAILS TO POST., POST TO SIT DIRECTLY IH SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT, SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12' O/C STAGGERED. ADDITIONAL METAL 1/2" GYP. WL. BD. e as < . ix4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT • • ..4 MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO :< e. W-O" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END V 7 re�GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0" PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" ea . . J SCALE: 314„=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3W4 =1' 0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE ID NOTCH DEPTH I/4'D HOLE EDGE >5/8" HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE FOLLOWING ausn at w ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODEL- 4EBB "1828—CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/9' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 �1 Q L FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE O o 011 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL STUD A. AR NO 93723 R2/04/22 DATE: STUD NOTCHING AND BORING LIMITS 11 ALTERNATE MATERIALS B°QALE:34'"='-o"— SCA X: 1/4"=V-0" aHEET $ SCALE: 11YY'=1'-0' S3. 1 A