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IF
<br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
<br />024" O/C, SUBMIT SHOP "ROOFA NALLIFLOOR
<br />DRAWINGS FOR REVIEW SHEATHING
<br />A{t) SIMPSON HETAI6 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE"
<br />(9) 10d x 1 ' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON
<br />842) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH HTSM20 W/1010tl TO
<br />SHEATHING NOTE: APT SYP #2 7' x 4", TRUSS AND (4)1W x 2 1/4" De
<br />(12) 16d x 1 J" 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 5" W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL
<br />OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE
<br />C{1) 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) 10d x 3 }" NAILS TO GIRDER AND 6", W x 4'-6' MAY BE ADDED
<br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF
<br />(2) SIMPSON HETAI6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, T CONNECTOR BLOCK WALL W/1010d TO .1ORLANDO, FL BLVD.
<br />WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4"
<br />ADDITIONAL PLY MAX. TO PH: 407-774-6078
<br />ACCOMMODATE TRUSS A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX. 407 774a3U76
<br />1x2, 2z WOOD FASCIA WITH (4)" x 5"TITEN HD TO CMU AND (12) SDS CN7 POURED LINTEL
<br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS.
<br />2x SECURED W/ (3)16d }" x 2 }'TO GIRDER wwwgA 08fl345.Com
<br />GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />lx2 SECURED W/ 10d TRUSSES 0 24' O/C, ix2, 2x WOOD FASCIA (2) " x 5' TITEN HD TO CMU AND (18) SDS }" x DRAFTING BY.
<br />COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER
<br />1T O/C FOR REVIEW C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL 2x SECURED W/ (3)16d 5'TA.B. DESIGN GROUP
<br />GALV. COMMON NAILS. (2) }" z ITEN HD TO CMU AND (18) SOS }" x 3' DRAFTING INC.
<br />lx2 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 TAMPA, FLORIDA 33634
<br />SEE SCHEDULE
<br />PH:813886.2628
<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. FAX: 8134386-2802
<br />S ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7COVER & 2" APART
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />1 n 1 B 1 C TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
<br />ALE 3/4••=,•�• 2,0 2R 2C TYPICAL ROOF J SCALE: 3l4"=1'-0"
<br />GIRDER CONNECTOR(S) GIRDER CONNECTOR(S) °ALE
<br />4
<br />(2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN
<br />314" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA TRUSSES WHERE
<br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />LSTA12 20 GAUGE -0
<br />COVER 5 TRUSSES) 4'" O.C. (AT SHEATHING
<br />W/ 10dc12 HOG NAILS 0'-0" TO 30'-0" (1)'70' BRACE SEAMS)
<br />EACH END. TOTAL OF 10 30'-1"TO 60'-0 (3) "X" BRACE �.
<br />I-LSECURE
<br />0 CENTER SECURE /l PT.PLATE
<br />PER ELEVATION
<br />lY FLOOR '-D" MAX (W11X4) TO BLK W/ 12' DIA a
<br />GIRDER FFROMCENTER ODIVIDED
<br />8EQUALLY
<br />ANCHOR BOLT W/ 2
<br />OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH t b • tl • A •
<br />* 2x WOOD FASCIA, STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC
<br />PER ELEVATION �ff MAX. a
<br />lx4 DIAGONAL SECURE GABLE TO 2x8
<br />PRE-ENG FLOOR TRUSS PRE-ENG GABLE TRUSS
<br />BTM. CHORD P.T. PLATE Wf 12d's 8"
<br />BRACING, SEE STIFFBACK (AS PER O.C. MAX
<br />5/8" GYPSUM BOARD OR 12' HIGH PLAN FOR LOCATION
<br />STRENGTH CLG. BOARD o U a MAY NOT BE TRUSS ENG) CONT. -4 SECURED W/
<br />N a REQUIRED (2) 10d•s @ EACH TRUSS
<br />SECURE TRUSS TO TOP PLATE W (2) TO BE INSTALLED
<br />16d TOENAILS - 11 . Z F�--
<br />10'-U' O.C. MAX.
<br />BTM. CHORD
<br />DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF ORUSSES
<br />MIN. i' EMBEDMENT O
<br />TO SLAB 8118)led x
<br />2.4 OR 2x6 WOOD BEARING 1-12' NAILS TO POST., SEE SCHEDULE FOR
<br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ. b
<br />PLANS FOR SPACING. SINGLE ON SLAB M
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING e, 1x4 BTM CHORD BRACING 6-9' O/C END WALL OR OTHER
<br />12' GYP. WL BD. MAX- OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF
<br />a°• -e- "'• " .:"- .ac, COMM/NNAILSATE C CHORD
<br />DEPICTED SEE PLAN BLOCK WALL W/ GABLE END
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION NP. /1 ,••TM. CHORD BRACING
<br />SCALE: 3/4"=1'-0"
<br />PRE-ENG'D TRUSS
<br />GIRDER/WOOD POST CONNECTIONS
<br />6QALE3,°„=,•-0"
<br />5
<br />SCALE: 3/4"=1'-6'
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />6'EDGE CENTRAL
<br />SPACING SPACING
<br />Y SCALE:3°_'-0' (NO UPLIFT)
<br />SEE SEE T BT
<br />HEDUL SCHEDULE SEE FRAMING PLAN
<br />6" 7" 7" 6" T' T.-
<br />CI
<br />w-
<br />(! -
<br />o O
<br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />NOTCH DEPTH 1/4•D
<br />HOLE EDGE>5/6'
<br />w
<br />5 12' MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACHOLEDIAMETER BOLTED INTO GROUTED CELLS, 8" ALL AROUND
<br />USED SO LONG AS THEY CONFORM TO THE
<br />FOLLOWING
<br />SVHDIV. de LOT:
<br />SILVERADO
<br />LOT #2
<br />BLK 15
<br />P1iOdECT#
<br />7 1-
<br />MODEL
<br />2795-CAMDEN
<br />GARAGE SUING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br /><215 D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD 150 PH E B
<br />OUTER 1/3 OF °D LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />D/E C A 8 - Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
<br />HOLE EDGE >5/e" A - SIMPSON HUS28 G < 1200 LBS, U < 1290 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. °D CLOSER THAN 6' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />EMBED (22)16d GALV. COMMON NAILS AND (8) led GALV. COMMON NAILS. 5, IN LIEU OF NR PAPSWS MAY
<br />TITEN 1, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PT RAMF DIA. x R MASONRY SCREWS MAY BE USED, 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_
<br />SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />D - SIMPSON HGUS28.2 G < 48W LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5'
<br />BTM. HOLE DIAMETER MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />PLATE < 3/5•D DBL. STUD E - SIMPSON HGU828-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />o ATTACHMENT DETAIL
<br />SCALE: 3/4'=1'-(Y'
<br />STUD NOTCHING
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />BEDGESPACNG
<br />CBAMILBPACNG
<br />A
<br />DOUBLE 2x8
<br />12'
<br />8" 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 2110
<br />12'
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 200
<br />3/4"
<br />6' O/C
<br />16, O/C
<br />F
<br />DOUBLE 2112
<br />3/4"
<br />6' O/C
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 rrr���
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE +n LJ �� a
<br />SUBJECT TO F1 AND F2 FORCES. f V�f R J
<br />A
<br />AR
<br />P 03/03/21
<br />DATE:
<br />11 ALTERNATE MATERIALS SCALE: 1/4"=1'-0"
<br />AND BORING LIMITS %� WOOD LEDGER DETAIL 6DALE 34"=,'0 — SCALE' 1 12'=1'-fY, 4 � SHEET
<br />SCALE: 3/4"=M1'-0' S 3 .1 A
<br />
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