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ENGINEERED WOOD TR ISSE PLYWOOD SHEATHING, SEE
<br />24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR
<br />DRAWINGS FOR REVIEW SHEATHING
<br />AND APPROVAL FASTENER SCHEDULE" L
<br />A{l) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1Od x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON
<br />"ROOFAVALL/FLOOR HTSM20 AND
<br />(4)1dTO
<br />'x
<br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 21/4"
<br />SHEATHING
<br />(12) 16d x 1 �" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 }"NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER- PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL
<br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE
<br />C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON
<br />NOTE: A PT SYP #2 7' x 4''• CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />(16) tOd x 3 }" NAILS TO GIRDER AND 6', 6' x 4'-0" MAY BE ADDED
<br />alp
<br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF
<br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 1W NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010tl TO 1441 N. RONALD REAGAN BLVD.
<br />WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE ORLANDO, FL 32750
<br />ADDITIONAL PLY MAX. TO TRUSS AND ANCHORSTITEN 2 1/4" x 2 tl4"
<br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN CONT POUREDINTEL CONTINUOUS BOND BEAM PH: 407-- 7 4-40 8
<br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t' x 6' TITEN HD TO CMU AND (12) SDS www.abdesigngroup.com
<br />2x SECURED W/ (3)16d J" x 2 k' TO GIRDER AA g; 0003325
<br />GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }'x 5" TITEN HD TO CMU AND (18) SDS J' x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING
<br />12" O/C FOR REVIEW -(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL 2x SECURED W/(3) 16d A.B. DESIGN GROUP
<br />GALV. COMMON NAILS. (2)},x STITEN HD TO CMU AND (18) SDS J" x 3' DRAFTING INC.
<br />1.2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD.
<br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 1004
<br />MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS TAMP0. FLORIDA 33634
<br />SEE SCHEDULE PH: 813SM2628
<br />A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. F.: 81349862802
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER & 2" APART
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
<br />Ir, IB �" GIRDER CONNECTOR(S) SCALE: a!°��_�� �o �R �C TYPICAL ROOF J SCALE: 3l4"=1'-0'
<br />GIRDER CONNECTOR(S)
<br />4
<br />CR
<br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
<br />314" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE
<br />SEWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO XSRACING IS PRESENT AT
<br />COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING
<br />LSTA12 20 GAUGE WI 10dx12 HOG NAILS 0'-0" TO 30'17' (1) "X' BRACE SEAMS)
<br />0 EACH END. TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE N.
<br />(1)"X" BR
<br />ril 8'-0ACE® CENTER SECURE l PT. PLATE
<br />PER -ELEVATION
<br />FLOOR " MAX (W/1X4) RACE DIVIDED
<br />TO BLK W/ VT DIA. a
<br />GIRDER FROM CENTER TO END. QUALLY ANCHOR BOLT W/ 7'
<br />OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH •'
<br />2x WOOD FASCIA, STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
<br />PER ELEVATION MAX. •
<br />lx4 DIAGONAL SECURE GABLE TO 2x8
<br />PRE-ENG GABLE TRUSS
<br />PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 6'
<br />�t BRACING, SEE STIFFBACK (AS PER O.C. MAX
<br />518" GYPSUM BOARD OR 12' HIGH PLAN FOR LOCATION TRUSS ENG)
<br />STRENGTH CLG. BOARD b 7 V }a> MAY NOT BE CONT. 2x4 SECURED W/
<br />iv a F REQUIRED TO BE INSTALLED CH TRUSS
<br />SECURE TRUSS TO TOP PLATE wl (2) IL Z
<br />16d TOENAILS 10'-0" O.C. MAX.
<br />HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF
<br />MIN. 7"EMBEDMENT
<br />DOUBLE TOP PLATE WOOD ROOF TRUSSES O
<br />N
<br />T-1 SLAB & (18) 16d x `
<br />2x4 OR 2x6 WOOD BEARING 2-12' NAILS TO POST., SEE SCHEDULE FOR
<br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ. x
<br />PLANS FOR SPACING, SINGLE ON SLAB
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />_ 2 i — —
<br />PROVIDE BLOCKING a' lx4 BTM CHORD BRACING 6-W O/C END WALL OR OTHER
<br />1/7' GYP. WL. BD ° MAX., OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />• ! ° • - •' �' COMMON NAILS AT EACH CHORD
<br />INTERSECTION T ��� BLOCK WALL W/ GABLE END
<br />BTM. CHORD BRACING SCALE:34"=1'-0"
<br />6 6QALE:3/4„=,'-0• PRE-ENG'D TRUSS
<br />'° 5 GIRDERNVOOD POST CONNECTIONS
<br />a,
<br />SCALE: 3/4"=1'-0"
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />Y 5'CENTRAL
<br />�A`E �'4-'=',-a, (NO UPLIFT)
<br />SPACING SPACING
<br />w
<br />NOTCH DEPTH 1/4'D
<br />W
<br />.411 HOLE EDGE >5/6'
<br />I' HOLE DIAMETER
<br />2/5•D SGL. STUD
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />SvsDIV ae I.OT:
<br />SILVERADO
<br />LOT #7
<br />BLK 15
<br />PROJZCT�T
<br />37 5 — 7
<br />''27'
<br />2795— D
<br />GARAGE SITING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />Z 2. END OF FRONT AND REAR LEDGER SHOULD 150 MPH B
<br />°p g LAP A MIN OF 4'-0", 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />imm3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />Z 4. EXP. BOLTS/J80LTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES
<br />HOLE EDGE 15B" °D CLOSER THAN 6' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />A-SIMPSONHUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN 80LT/J-BOLT, 6' MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4"
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA x 3" MASONRY SCREWS MAYBE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3W` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
<br />C-SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 34-- SIMPSON TITEN BOLT/J-BOLT, 5"
<br />ol MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5"
<br />BTM. HOLE DIAMETER MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />PLATE < 3/5•D OBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6'
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE: 3/4"=1'-0"
<br />STUD NOTCHING
<br />It
<br />SEE SEE TR ss R T
<br />CHEDUL SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE
<br />512' MIN. EMBED(TYP) THE USE OF ALTERNATE MATERIALS MAY BE
<br />.
<br />b 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE
<br />PLACED INTO GROUTED CELLS, 8"ALL AROUND
<br />BOLTFOLLOWING
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />8EDGE8PACNG
<br />CENTRAL8PACNIG
<br />A
<br />DOUBLE 218
<br />12"
<br />6' O/C
<br />16' O/C
<br />B
<br />DOUBLE 2x8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 200
<br />12"
<br />8" O/C
<br />16" O/C
<br />D
<br />DOUBLE 200
<br />3/4"
<br />6' O/C
<br />ZV O/C
<br />E
<br />DOUBLE 200
<br />14"
<br />6' O/C
<br />16, O/C
<br />F
<br />DOUBLE 202
<br />3/4"
<br />6' O/C
<br />I 12" O/C
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2
<br />FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES. q 202 93
<br />8
<br />DARTE�r 03/02/2
<br />r.,-,'�ALTERNATE MATERIALS _ SCALE: 1/4"=�'-o"
<br />SCALE 3/4"=1'-0"
<br />r--,,AND BORING LIMITS WOOD LEDGER DETAIL DIME
<br />'r11 pp U SCALE 1 12'=1'-0' 0 SCALE: 3/4"=1'-0" S 3 1
<br />
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