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ENGINEERED WOOD T4FA PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SH"ROOFNJALUFLOORWAS DRAWINGS FOR REVIESHEATHING A{l) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVALSTENER SCHEDULE" # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE HTSM20 W/1010tl 70 (9) 10d x 1" NAILS TO TRUSS "ROOF/WALL/FLOOR It) SIMPSON HETA16 TRUSS AND (4) 1/4" x 2 tl4" B42) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITHNOTE: A PT SYP #22" x 4", SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 �' NAILS TO TRUSS FASTENER SCHEDULE" (9) tOtl x 1 }" NAILS TO6', 8" x 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5"W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETEO/C TO FACILITATE ONE # 19000PLIFT (2) SIMPSON C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED INADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER(16) 10d x 3 �'NAILS TO GIRDER AND 6 % 8" x 4'-0" MAY BE ADDED(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" HEAVY UPLIFTTIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. CONNECTOR BLOCK WALL W/10 10tl TO LONGWOOD, FL 32760 WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO A�1) SIMPSON LGT35DS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL www.abdesigngroup.com SEE AANCHOR REQUIREMENTS. WITH ARCHITECTURAL (4) J" x 5" TITEN HD TO CMU AND (12) BIDSAA #: 0003326 2x SECURED W/ (3)16d J' x 2 }' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES Q 24" O/C, (2) }" x 5" TITEN HD TO CMU AND (18) SOS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 112E 2x WOOD FASCIA W TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL 2. SECURED W/ C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. NAILS. (2) �" x 67ITEN 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 12' 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) 2" COVER & 2" 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 MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ 3 6OALE.34„-,'-0 1a 1b 1c GIRDER CONNECTOR(S) SCALE ''_''TYPICAL ROOF �2a�b2 SCALE 3/4"=1'-' GIRDER CONNECTOR(S) 6'-0" MAX (W/1X4) OR l V-T MAX (W2X4) 3/4" T & G SUBFLOOR GLUED AND SCREWED ASPER SCHEDULE 1x4 DIAGONAL BTM. CHORD _ BRACING, SEE t7l�l, PLAN FOR LOCATION R VATI MAY NOT BE "VI__..__._.____.. _-__._.__-_.._____h ,RF(]IIIRFD a o 4 Nk �14. -3 P R ELEVATION L2 PRE-ENG IJOIST TA12 20 GAUGE 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 �Wl > BACKER BI.00N BAC TNIaolEae BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d EA TRUSSES WHERE TRUSS (DI X-BRACING IS PRESENT AT COVER 5 TRUSSES) i 4'-0" O.C. (AT SHEATHING W i 4500 314" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 WOOD PANELS 90 2x UU 2x LUMBER �5l8"GYPS UM BOARD OR I/2"HIGH--_--_-_----_--- __ _ _--- __-_--- 0'-0"TO 30'-0"(1)"X"BRACE �`�•V' STRENGTH CLG. BOARD 30'-l" TO 60'-0 (3) "X" BRACE SECURE SECURE IJOIST TO TOP PLATE ATE LVUIJOIST WITH (111 ) "X" BRACE G CENTER TO ELK W2/ 12" DIA. OX w/ (2)12d TOENAILS BACKER BLOCK11 FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/ HIGH FROM CENTER TO END. WASHER SET IN HIGH 1AX BTM. CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 6' DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2z WOOD FASCIA, 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 37' OC COMMON NAILS AT EACH CHORD MAX_ 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12tl's 8" PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ gBryFg PROVIDE DBL. TOP PLATE HTT4 W/ 5/8" A.B. WITH 6 SCALE: 3/4"=1'-0" (2)10d's C EACH TRUSS PROVIDE BLOCKING MIN. 7"EMBEDMENT TO BE INSTALLED 4500 314" WOOD PANELS fj / TO SLAB & (18) 16d x 10'•0" O.C. MAX. 8000 (2)1/2'WOOD PANELS 1Y2"GYP. WL.BD. 2OSLAB&(18)POST., PERPENDICULAR TOI-JOIST 60 90 2x) 1 M FOOD PANELS POST TO SIT DIRECTLY •; /- SEE SHEET Si. to FOR ON SLAB —\ (2) 2X12 / NAIL SIZE AND PATTERN ......,, ..�.. SYP P.T. •. rt� oort v o, m. 24"MAx. W/ 24"MAX. W/ -S ACIN .o`.ncuu A� tort IJOIST IJOIST FRONT BOND BEAM REQ. SEE FRAMING PLAN TYP TYP LEDGER .lp4. END E e b s o LEDGER � 4 • ! . a # ,a.. " �. #e 4 LL C BOARD v 5 (2) ZX12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR y.. -JOIST CONNECTION L.B.W. LVLMOOD POST CONNECTIONS BE USED PERPENDICULAR W/Z WASHER &5112' LEDGER LOCK WALL W/ GABLE END 4 SCALE: Wll'=T4' 5 SCALE: 3/4"=1'-0 WITH I -JOIST MIN. EMBED. (TYP) (D__§P_RE-ENG'D SCALE. 3/4"=l'-0" (NO UPLIFT) TRUSS PARALLEL TO I -JOIST (2) 2X8 TR 24' MAX. W/ 24' MAX. W/ 8" MAX. END SYP. P.T. H HIN IJOIST IJOIST SPACING FRONT SEE FRAMING PLAN TYP TYP LEDGER END OF b i w LEDGER w NOTCH DEPTHHOLE ° e BOARD w THE USE OF ALTERNATE MATERIALS MAY BE ID h. HOLE EDGE >5l8" ttL-;,� ra � 2X8 SYP P.T. 1/4"X6' TAPCON LEDGER BOARD TO W/ 3"MIN. EMBED REAR SUBDIV & LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEL.• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) HOLE DIAMETER 60 MPH HOLED DIAMETSGL ER BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TO I -JOIST FOLLOWING 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/J-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 (Ft AND F2) LOAD CAPACITIES EMBED ((10IMPS N IS/FL#1 247 EDGE-BOLT/J-BOLT, 5" MIN. 5, ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. A THE ONE ROOF TRUSSES ARE SUBJECT TOLATERAL LOADS DUE TO WIND SPECIFIED, SRENTLY. IT SHOULD BE NOTED FLOOR AND REQUIRE )DddGALV.COMMON NAILS HEADER IRE C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4"" WEDGE430LT/J-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO V 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 INN. END dBTANCE CFMRAL SPACING BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-80LT/J-BOLT, 6' SUBJECT TO Ft AND F2 FORCES. PLATE <3/5'D DBL. STUD MIN. EMBED (16) i6d GALV. COMMON NAILS TO HEADER AND (10) i6d GALV. NAILS TO JOIST FL#25749 q DOUBLE SYP 2z8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W1(e) 3/4"" WEDGEAOLT/J-BOLT, 5" MIN. AR FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DAB 06/14/21 W/ 5-1/2" 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 (I -JOIST) ��ALTERNATE MATERIALS SHEET /� 0 SCALE: 1 1/Z'=1'-0' 9 SCALE: 3/4"=1'-0" L