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41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10dx I �'NAILS TO TRUSS
<br />42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x I J'NAILS TO TRUSS
<br />OBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />�l 6) 1 Od x 3 �'NAILS TO GIRDER AND
<br />2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)16d x 3 �'NAILS TO GIRDER
<br />112, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W1 (3) 16d
<br />GALV COMMON NAILS
<br />1X2 SECURED Wl 10d
<br />GALV COMMON NAILS
<br />12. OIC
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFIWALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE A PT SYP #2 Z'x 4",
<br />6", Wx 4'-01' MAY BE ADDED
<br />Wl 10d NAILS, 2 ROWS, 3'
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEEREDWOOD
<br />TRUSSES 0 21VO/C.
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U: 1810 LES, L.770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT U:2365 USS, L 1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U:2705 LES (2 PLY)
<br />S1A 113 1C TYPICAL TRUSS/ SCALE 3/4"=l'-0"
<br />SS GIRDER CONNECTOR(S)
<br />BERES
<br />BACKIR OIL=
<br />THICINSIS
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />1
<br />(2) lrZ'WOOD PANE7S_
<br />so
<br />(2) 1/Z'WOOD PANE7S
<br />90
<br />2x LUMBER
<br />314" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG I -JOIST
<br />5/8" GYPSUM BOARD OR 1/2'HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />w/ (2) 12d TOENAILS
<br />DOUBLE TOP PLATE
<br />2K4 OR 2X6 WOOD BEARING
<br />WALL W/ SYP No 2 STUDS SEE
<br />PLANS FOR SPACING. SINGLE
<br />BTM. PLATE TO BE PT,
<br />PROVIDE DBIL TOP PLATE
<br />PROVIDE BLOCKING
<br />1/7* GYP WL. ED,
<br />SEE SHEET SlAA FOR
<br />NAIL SIZE AND PATTERN
<br />(I -JOIST CONNECTION @ L.B.W.
<br />4 SCALE: 3/4"=T-01'
<br />�p� (NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />B M
<br />PLATE
<br />DEPTH 114*D
<br />—HOUE EDGE �518"
<br />—HOUE DIAMETER
<br />215*D SGL. STUD
<br />�HOLE EDGE >5/8"
<br />"—.OLE DIAMETER
<br />- 3/5*D DBL STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />ENGINEERED WOOD TRU
<br />0 24' OfC, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />ANDAPPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 10d x 1 J'NAILS TO
<br />GIRDER. PROVIDE 6'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLI FT
<br />CONNECTOR
<br />lx2,2x WOOD FASCIA —zh
<br />SEE ARCHITECTURAL
<br />2K SECURED W/ (3) l6d
<br />GALV. COMMON NAILS.
<br />11Q SECURED Wl 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />1210/c
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />'ROOFIWAULIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE A PT SYP #2 2" x 4",
<br />6". 8" xV-U'MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />A-(l) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) #'X 5" TITEN HE) TO CMU AND (12) SOB
<br />J'x 2 �'TO GIRDER
<br />B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) �'. 5" TITEN HD TO CMU AND (18) SOS J'x
<br />W TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) �'x 67ITEN HID TO CMU AND (18) SDS J'x 3'
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, 9'EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LES (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.)
<br />_Y9 r TYPICAL ROOF
<br />(2A 2 B 2
<br />GIRDER CONNECTOR(S) _75uALE :"`
<br />BACKER BLOCK
<br />THICKIIIIESS
<br />ANELS
<br />D PANELS
<br />STA12 20 GAUGE
<br />W,,,,dx,,2 HOG COMMON NAILS.
<br />4111
<br />111" WOOD P
<br />'0 EACH END TOTAL OF 10
<br />6000
<br />(2) 1/2' - WOO
<br />60
<br />(2) lr2pl WOO
<br />I I
<br />10
<br />LUMBER
<br />_VLlI-JOIST WITH
<br />BACKER BLOCK
<br />LO
<br />HTT4 W/ 5/8" A B WITH
<br />MIN.7*EMBEDMENT
<br />TO SLAB 8, (18) 16d x
<br />2-1 /2', NAILS TO POST_
<br />POSTTO SIT DIRECTLY
<br />ON SLAB
<br />----------------
<br />4
<br />(LVUWOOD POST CONNECTIONS
<br />5 SCALE: 314"=V-0"
<br />;r�o I
<br />NOTEE
<br />T-_WHEN TRUSS BEAR ONTOPOFLEDGER USESIMPSON HTS20FROM
<br />A - SIMPSON H US28 G - 1200 UBS, U � 1280 LBS Wt (1) 314— SI MPSON TITEN BOLT/J-BOLT, 5" M IN.
<br />E MSED (22) 16d GALV. CO M MON NAI LS AN D (8) 16d GALV. COM MON NAILS.
<br />B - SIMPSON HUS28 G � 2400 LBS, U < 1425 UBS W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, S' MIN,
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
<br />C _ SIMPSON HGU S28-2 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 HGUS2_2 G � 4800 LBS, U - 1810 LES Wl (4) 31,V* SIMPSON TITEN BOLTIJ-BOLT, 5'
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G � 4800 LBS, U - 1810 LES W1(4) 31,V* SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W110 10d TO
<br />TRUSS AND (4) 1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1 0 1 Od TO
<br />TRUSS AND (4) 114" x 2 1/4'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2" COVER & Z'APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />6--g- MAX (W/lX4)
<br />�R 10'-0" MAX (W/2nll__
<br />(2) 2X4 No 2 SYP DIAG
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d 0 EA.
<br />TRUSSESWHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACNG IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4�(yl O�C. (AT SHEATHING
<br />0'-0" TO 30'-01- (1) X" BRACE
<br />SEAMS)
<br />30--l" TO 60--0 (3) X" BRACE
<br />SECURE 2x8 PT. PLATE
<br />�1�::Xl: BRACE C CENTER
<br />TO BILK Wl 1/2" DIA,
<br />2 X' BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 2"
<br />FROM CENTER TO END.
<br />ft(2)
<br />WASHER SET IN HIGH
<br />2x WOOD FASCIA
<br />STRENGTH EPDXY 6"
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 32" OC
<br />lx4 DIAGONAL
<br />MAX,
<br />BT M . CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO Z(8
<br />BRACING, SEE
<br />P.T. PLATE W/ 12d's 8"
<br />PLAN FOR LOCATION
<br />STIFFBACK (AS PER
<br />0 C MAX
<br />MAY NOT BE
<br />TRUSSENG)
<br />CONT. 2x4 SECURED W/
<br />REQUIRED
<br />10d's 0 EACH TRUSS
<br />ML�
<br />N
<br />I TO BE ff STALLED@
<br />101-01, 0. C. MAX.
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />Ix4 BTM. CHORD BRACING 6-10" O/C END WALL OR OTHER
<br />MAX. ' OR 2x4 STM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-U'O/C MAXSECURED W/ (2) 1 Dd DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />C
<br />CAUE 3--=V-10"
<br />FEDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE STM
<br />�CHEDUL�
<br />SCH;4t SEE FRAMING PLAIN
<br />SEE SCHEDULE FOR BOLT SIZE __J
<br />LSEE LEDGER SCHEDULE
<br />5 1/2,, MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTB ARE
<br />PLACED INTO GROUTED CELLS, 8" ALL AROUND
<br />BOLT.
<br />2 END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4'-01'.
<br />3 ALL BOLTS TO HAVE WASHERS
<br />4 EXP BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6'O/C.
<br />IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4"
<br />(2) PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />RAMPRPAr.iNr, PPQI IIPPMPNT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />TEDGESPACING
<br />CENTRALSPACING
<br />A
<br />DOUBLE 2x8
<br />1/2,
<br />81, O/C
<br />161, O/C
<br />B
<br />DOUBLE 218
<br />3/4"
<br />8" OIC
<br />24" O/C
<br />C
<br />DOUBLE Z110
<br />1�..
<br />81, O/C
<br />16" O/C
<br />0
<br />DOUBLE 200
<br />14"
<br />81, O/C
<br />24" O/C
<br />E
<br />DOUBLEZ110
<br />3/4"
<br />6" O/C
<br />16, O/C
<br />F
<br />DOUBLE 202
<br />3/4"
<br />1 6" O/C
<br />1 12- O/C
<br />WOOD LEDGER DETAIL
<br />BLOCK WALL W/ GABLE END
<br />�� �-EN&�DTRU�S��
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />USED SO LONG AS THEY CONFORM TO THE
<br />FOLLOWING
<br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES
<br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
<br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
<br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
<br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />ALTERNATE MATERIALS
<br />SCALE -"=I'-�
<br />P—A R C H i T E F T l"I
<br />6
<br />1) e W1 n
<br />G r2b 010.!.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.mm
<br />L AA #: 0003325
<br />lit
<br />I"SUSDIV. ac LjO
<br />SILVERADO
<br />LOT# 26
<br />BLK. 10
<br />PitoimcT#
<br />03719.001-26101
<br />MODEXI:
<br />"2558- HAWTHORNE"
<br />GAXAGE OWWO:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />150 MPH EVV PJ
<br />F-pptlNT I
<br />DATE: 07/15/21
<br />BCAXX: 1/4"=l'-0"
<br />SHEET
<br />S3. IA
<br />4% —.04
<br />
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