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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 114 0 24" O/C, SUBMIT SHOP "ROOF WALL FLOOR WAR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON • (9) tOd x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x f% TRUSS AND (4)1/4" x 2 1/4" (12) 16d x 1 }" NAILS TO TRUSS SHEATHING (9) 10tl x 1 }" NAILS TO 6, 8" x 4'-0" MAV BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" 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 (16) 10d x 3 �' NAILS TO GIRDER AND NOTE: A PT SYP #2 Z' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETAt6 TRUSS ANCHORS 6", 8" x 4'-0' MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. WITH (12) 16d x 3 �' NAILS TO GIRDER W/ 1Od NAILS, 2 ROWS, 3" Or TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" LONGWOOD, FL 32750 PH: 407.774-607B ADDITIONAL PLY MAX. TO A-11) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407.774-0076 1X2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH 14) J' X 5" TITEN HO TO CMU AND (12) SIDS }' x 2 J' TO GIRDER CONT POURED LINTEL www.abdesigngroup.com AA #: 0003326 2x SECURED W/ (3) 16d GALV COMMON NAILS B{1) SIMPSON FGTR GIRDER TIEDOWN WITH ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SIDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS S TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2X SECURED W/(3)16d 2 GALV. COMMON NAILS. () }'x 5'TITEN HD 70 CMU AND (18) SIDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 7' APART B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 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 3 SCALE: 3/4'=1'-0 is "�' "' GIRDER CONNECTOR(S) SCALE: 3/4"=T-U' 2a 2b 2c TYPICAL ROOF SCALE:-" GIRDER CONNECTOR(§) V-T MAX (WAX4) OR 1ff-0" MAX (W2X4) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1X4 DIAGONAL BTM.CHORD r Q u BRACING, SEE PER ELEVATION PLAN FOR LOCATION ¢M>> MAY NOT BE A_ N � a F RF(]I IIRFfI P R ELEVATION PRE{NG WOIST LSTA12 20 GAUGE W/ 10dx1Q HOG COMMON NAILS. ® EACH END TOTAL OF 10 i1gOB8 BTM. CHORD OF WOOD ROOF TRUSSES \\ \\ (212X4 N0.2 SYP DIAG 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 4-0R0 CN AT SHEATHING T j I pl.n 4500 3/4" WOOD PANELS 6000 (2) U2" WOOD PANELS 60 WOOD PANELS11 90 2x LU 2x LUMBER 5/8" GYPSUM BOARD OR 117HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE LVL/IJOIST WITH 0'-0" TO 30'-0" (1)'7(" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X"BRACE DIVIDED EQUALLY SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. O w/ (2) 12tl TOENAILS BACKER BLOCKL FROM CENTER TO END. ANCHOR BOLT W/ T 1x4 BTM. CHORD BRACING 5-0" O/C END WALL OR OTHER WASHER SET IN HIGH DOUBLE TOP PLATE MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 5' w 1V-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 37' OC COMMON NAILS AT EACH CHORD MAX 2x6 WOOD BEARING 2X4WA INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 WALL W/ SYP STUDS SEE I- P.T. PLATE W/ 12d's 8' PLANS FOR SPACING. SINGLE A I STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. BTM. CHORD BRACING TRUSS ENG) CONT. 2X4 SECURED W/ PROVIDE DEL TOP PLATE � MO®ItOfJL 711pQ®S 4500 3/4" WOOD PANELS 6000 (2) i/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER HTT4 W/ 518" A.B. WITH SCALE: 3/4'=1'-0" (2) 1 Od s 0 EACH TRUSS PROVIDE BLOCKING MIN. 7EMBEDMENT TO BE INSTALLED TO SLAB 8 (18)16d x 10'-0" O.C. MAX. 1YZ'GVP. WL. BD. POST2-11'NOISIT DIRECTPo"LY PERPENDICULAR TO I -JOIST SEE SHEET S1.1A FOR ON SLAB (2) 2X12 NAIL SIZE AND PATTERN In SYP, P.T. TRUSS24" MAX. W/ 24" MAX. W/ r MAX. END SEE SCHEDULE FOR O SHARING Id016T (JOIST SPACING FRONT p BOND BEAM REQ. ,4• SEE FRAMING PLAN TYP TYP LEDGER 4 END OF 'a•,.' � :•*. ' ;4�e.. .. 4 � •. e e LEDGER •!' . .� .e•.o. e BOARD e (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR �_`�I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER8512 LEDGER (NO UPLIFT) PRE-ENG ��BLOCK WALL W/ GABLE END SCALE: 3/4"=1'-0" 5 SCALE: 3/4=147, WITH IJOIST MIN. EMBED. (TYP) j 1D TRU SS PARALLEL TO I -JOIST (2) 2X8 TRU 21- MA%. W/ 26" MAX. W/ B' MAX. END SYP. P.T. HEA I 1-JOIST wolsr SPACING FRONT S SEE FRAMING PLAN TYP TYP LEDGER END OF w LEDGER w r' NOTCH DEPTH 1/4"D d ° ° BOARD a OLE EDGE>5/8" 2X8 SYP P.T. 1/4"X"APCON z' THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR aumrv. se LOT: ABBOTT PARK LOT #14 BLK #9 PROJECT# 04181.000-14091 MODEL: E401 "2828—ENSLEY' GARAGE 91WWG: RIGHT PAGE: DETAILS (I —JOIST) 1 E C <2/5•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO I -JOIST FOLLOWING A` SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. HOLE EDGE>5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A —SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE -BOLT/, -BOLT, 5' MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 4 B - SIMPSON IUS2.37M6 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5' MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/18 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1?' GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE 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 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE IKB! ! 09111YILVAGM BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A, A DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. S DOUBLE SYP 2x12 (2) 3/4' 8" 24" O/C MAX. E - SIMPSON MIU4.75/i6 G < 3455 LBS, U < 210 LBS W/ (8) 3/4'^ WEDGE-BOLT/J-BOLT, 5" MIN. N - FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. 11S3.1A RINT B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J{OLT/TITEN BOLTS DATE- 6/14/21 W/ 5-1/7' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=1'-0" AND BORING LIMITS ATTACHMENT DETAIL �„�WOOD LEDGER DETAIL (1-JOIST) ��ALTERNATE MATERIALS SHEET 8 SCALE: 1 1/2"=I 9 SCALE: 3/4"=l'-0"