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A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Tx 4", 6 % $' x 4'-V' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0124" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS 12 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) S 1B 1C TYPICAL TRUSS( SCALE: 3l4" 1'-0 GIRDER CONNECTOR(S) ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 1Od x 13" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR W, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C 11T -- BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAA/ALIJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'xC 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. -A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB *' x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5' TITEN HD TO CMU AND (18) BOB }' x W TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 5"TITEN HD TO CMU AND (18) BOB +' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, $' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2A 26 2C GIRDER CONNECTOR(S) SCALE: 3/4"=T-17' # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL 1111900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENGTRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'- (2) 2X4 ND.2 SYP OIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOR GLUED AND BRACE W/ (3)12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT BNEm\00( COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING I=INI; T '�� 0'-0" TO 30'-U' (1)"X" BRACE SEAMS) LSTA1220 GAUGE 4110 3/4"WOODPANELS 30--1"TO 60'-0(3)"X"BRACE SECURE 218 PT. PLATE W/ 10tlx1/2 HDG COMMON NAILS. 8000 (2)1/2" WOOD PANELS 6'-0" MAX (W/1X4 a EACH END TOTAL OF 10 ) 1) 'X" BRACE DI CENTER TO BLK WI L W/ SO (2) 12" WOOD PANELS OR 10'-0" MAX (W/2X4) FROM BRACE DIVIDED EQUALLY ANCHOR BOLT Wl IG FROM CENTER TO END. WASHER SET IN HIGH 90 2x LUMBER 2x WOOD FASCIA, STRENGTH . PDXYAT 32 6" lx4 DIAGONAL SEE ARCHITECTURAL M, EMBED. AT 32" OC LVUIJOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG (JOIST BACKER BLOCK Y, PLAN FOR LOCATION O.C. MAX PLATEBRACING, SEE P.T. W/ 12tl'3 $' 518" GYPSUM BOARD OR 1/2' HIGH o IXI a MAY NOT BE STIFFBACK (AS PER STRENGTH CLG. BOARD i:l H 0. REQUIRED TRUSS ENG) � CONT. 2x4 SECURED W/ SECURE (JOIST TO TOP PLATE T 1 E I S EACH TRUSS TO BE INSTALLED � W/ (2) 12d TOENAILSF P BTM. CHORD OF 10'-0" O.C. MAX. IT _ Tr Tr W000 ROOF TRUSSES DOUBLE TOP PLATE �-- 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 8i1� 71 PROVIDE DBL. TOP PLATE 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2) 12" WOOD PANELS 1/2" GYP. WL. BD. so (2) IQ" WOOD PANELS 90 2x LUMBER SEE SHEET FOR NAIL SIZE ANDD PA PATTERN a ..y I -JOIST CONNECTION @ L.B.W. 4 SCALE: 314"=l'-a' (NO UPLIFT) OTCH DEPTH 1/4'D GE >5/$' METERL. STUD OUTER 1/3 OF SPAN ONLY OLE EDGE >516' q HOLE DIAMETER PLATE<",.D DBL. STUD STUD NOTCHING AND BORING LIMITS HTT4 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB & (18)16d x 2-1/2' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB —� b LVUWOOD all III I I III I III I III I tl I I I I DIE V C A B & BB A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3141 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3141 WEDGE-BOLT/JAOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 31WI WEDGE-BOLT/JAOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4'° WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 15d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 31,V=V-0" 1x4 BTM. CHORD BRACING 6'-0" O/C —� `END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF -0 101-9'O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE 3/4"=l'-0" 24" 24" MAX. W I.IOIST S8' END 8" MAX. PACING END w/I-JOIST HN. rvP nP P ACIN EE FRAMING PLAN ENOOF MAX MAX MAX LEDGER ED, ixP. (2) 2X8 SYP P.T. W FROM (2) 2X12 SYP P,T. 314" EXP R" E BOLT/J-BOLT W/2" TOBE 1.1 —1 EDGE LEDGERBOARDTO SOLT/J-SOLTW/2' WASHER 851? TO BE USED i.EN3URETHAT EXP. BE USED Wm11J013T WASHER 451? MIN. EMBED. (TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN.EMBED.(Tl'P) INTO GROUTED CELLS, WALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP AMIN OF `I Z 3, AL 2: PT 3. ALL BOLTS TO NAVE WASHERS °J g 4. EXP. BOLTS/J-BOLTS SHOULD SYP 2X12 NOT BE ANY CLOSER THAN W S z 01C. 2 5.ONLYLEDGERINDIRECT (2) 2X8CONTACT (REM LEDGER) WITH REAR BY PTACMU REQUIRED TO SE P.T. lEOCER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE MWAG 9 CHRIlAWAM A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 202 (2) 3/4' $' MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=T-O' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 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 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 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=T-U' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.00m AA #: 0003325 cps Btml)rv. at LOT: ABBOTT PARK LOT #19 BLK. #9 PROJECT 04 81.00 -19091 acoaEl.� 2554- E301- "DARWIN" aARAaE awns: RIGHT PAaE: DETAILS 160 MPH , C 1 PRINT 5 24 21 DATE- / / SCALE: 1/4"=V-0" SHEET S3.1A