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ENGINEERED WOOD TRUSSE4,FAENER PLYWOOD SHEATHING, SEE 0j 24" O/C, SUBMIT SHOP"ROOFANALUFLOOR DRAWINGS FOR REVIEWSHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVALSTSCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO {2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFAVALUFLOOR TRUSS ANCHOR WITH TRUSS AND (4)114" x 2 1/4" SHEATHING NOTE: APT SYP #2 7' x 4", (12)16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }' NAILS TO6", W x 4'-U'MAY BE ADDED TITEN 2 ANCHORS TO DEL 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 # 1900 UPLIFT (2) SIMPSON 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED INADDITIONAL PLY MAX. TO NOTE: A PT SYP #27' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 1. x 3 }" NAILS TO GIRDER AND 6% 8" x f-O' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGIAN BLVD. CONNECTOR BLOCK WALL W/1010d TO LONOW00D, FL 32760 WITH (12) 16tl x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)114" x 21/4" PH: 407-774.8078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774.4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SON LGT3SDS2S GIRDER TIEDOWN CONT POURED LINTEL W W W.BLtdBbigng_Up.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) g'' x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3)16d J' x 2 J' TO GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI 10d TRUSSES 0 24" O/C, (2) j" x 5" TITEN HD TO CMU AND (18) SDS �' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS tx2, 2x WOOD FASCIA 3" TO GIRDER 17. O/C FOR REVIEW SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2z SECURED W/ (3) t8d AND APPROVAL GALV. COMMON NAILS. IZ) J' x 671TEN HD TO CMU AND (18) SDS *'x 3" lx2 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, B" 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 12 OR 3 PLY) T COVER & 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=U2705 LBS (2 PLY) C ALLOWABLE UPLIFT = BB85 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF 3 1a 1b 1SCALE:3Wl'-U c GIRDER CONNECTOR(S) 6 2a 2b 2c GIRDER CONNECTORS) AL . - (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 2C GAUGE W/ tOtlxl/2 HOG COMMON NAILS. IV 0j EACH END TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 01_0`' TO 30'4- (1) "X" BRACE SEAMS) 30-1" TO 60'-0 (3)'X" BRACE SECURE Zx8 PT. PLATE 8'-0" MAX (W/1X4) 01 "X" BRACE 0CENTER TO BLK W/ 12" DIA. (2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' 12R 10'-0" MAX (W/2X4),, FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" ix4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37' OC PER ELEVATION X. LVUIJOIST WITH BRACING, SEE PRE-ENG GABLE TRUSS P.T. PLATE W11�12d's 8" 8 ul PRE-ENG IJOIST BACKER BLOCK PLAN FOR LOCATION O.C. MAX 5/8" GYPSUM BOARD OR 12' HIGH b a> MAY NOT BE 6TIFFBACK (AS PER x STRENGTH CLG. BOARD iN I- REQUIRED TRUSS ENG) CONT. 2x4 SECURED WI SECURE -JOIST TO TOP PLATE (2) B I S EACH TRUSS O TO BE INSTALLED W (2)12d TOENAILS BTM. CHORD OF 10'-(Y' O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH SEE SCHEDULE FOR 214 OR 2.6 WOOD BEARING MIN. T' EMBEDMENT BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE TO SLAB & (18)16d x PLANS FOR SPACING. SINGLE 2-12' NAILS TO POST., 8BiE8 BACID &M TIW_ 4500 3/4" WOOD PANELS 6000 (2)12' WOOD PANELS 60 (2) 12' WOOD PANELS 90 12K LUMBER sew BACI®i loom BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12' GYP. WL. BD. POST TO SIT DIRECTLY ON SLAB 4• - 1x4 BTM. CHORD BRACING 6'-9' 0/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0' O/C MAXSECURED WI (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP. /"� RTM In RRACINr. %1 BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 8000 (2)12" WOOD PANELS 60 (2)12' WOOD PANELS 90 2xLUMBER ° • • . ' ': ' ° 6 —... _ SCALE: 3/4"=1'-0" _ .. — ! SCALE: 3/4"=l'-O' PRE-ENG D TRUSS LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" %,11-JOIST CONNECTION @ L.B.W. 6GALE:3/4"=T-O" (NO UPLIFT) 24° 24-MAx. W/I.1013T 8" MAX. SPACING END w/I-JOIST TYR TYP P. SPACIN9 NMX MAX MAX S E FRAMING PLAN NO OF LEDGER 80. "T THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4•D U, HOLE EDGE-SN' HOLE DIAMETER if7 EXP. ( 2x8 SYP P.T. BmT/J-SOLTLw 2' L DGER BOARD WASHER&51/t TO BE USED MIN. EMBED. (TVP) WITH "JOIST LU FRGE 2X12 SYP P.T. W E ROGER BOARD TO 1.ENSURETHATEXP. BE USED WITH WOIST BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS BALL 3/CT/J . BGLT/��LTV�= WASHER &51/7 MIN. EMBED. (TVP) USED SO LONG AS THEY CONFORM TO THE FOLLOWING aysD eo L.OT: ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.000-38121 MODULA 4EHB "2605— HAYDEN" GARAGE 9WDfQ: RIGHT PACE: DETAILS (I -JOIST) 60 H EXP. < 2/5°13 SGL. STUD AROUND BOLT, FRONT OUTER 1/30F 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON tUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. Z 4-0". 2: HOLE EDGE >516' EMBED (14) 10tl GALV. COMMON NAILS TO HEADER FL#17241 So � 3, ALL BOLTS TO HAVE WASHERS � � � EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 4. EXP. BOLTS/J43oL73 SHOULD 12) 2X12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B -SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. NOT P. ANY CLOSER THAN 6' SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 Z O/C. i THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.56/16 G < 29M LBS, U < 210 LBS WI (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT a° 2 A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10m(1-12' GALV. NAILS TO JOIST (2) 2X8 CONTACT (REAR LEDGER) WITH REA7 R FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE FL#17241 SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. I M1-CIMR- W I.CT711Dr<Al-RC II<1A1DI RCWIfA\'L°"^ W FJi(ll TILA(NT S' 1 J BTM. HOLE DIAMETER PLATE < 3/5°D DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FU25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS Wl (8) 34' WEDGE-BOLT/J430LT, 5" MIN. EMBED 16d GALV COMMON NAILS TO HEADER AND (2) 1Odxl-12' GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE A. NO MARK SIZE BOLT S1ZE E1DSPACINO CENTRALBPACINO A DOUBLE SYP 2x8 12' 8" MAX. 24" O/C MAX. B DOUBLE SYP 202 (2) 314" 8" MAX. 24" O/C MAX. WOOD LEDGER DAB 02/05/21 STUD NOTCHING ATTACHMENT DETAIL 11 ALTERNATE MATERIALS 8CAL.E:1/4"=V-0" AND BORING LIMITS 6DALE:3M"=l'-D I -JOIST WOOD LEDGER DETAIL scALE:34"=1'-0" eL1EET 8 scALE:112'=r-r' 1O SCALE:3/P'=l'-0' S3. IA