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FLOOR DECK
<br />2X6 T TERMINATION
<br />2x4STRONGBACKSECURED TO BLOCKING SECURED TO WALL
<br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" x 4 TAPCONS
<br />NAILS PROVIDE 2-TRUSS LAP
<br />SPLICE LOCATED EITHER TOP OR
<br />B OTTOM OF FLOOR TRUSS,
<br />TYPICALLY VY-Y'BUT REFER TO
<br />TRUSS ENGINEERING
<br />2x4 STRONGBACK,
<br />r,"� FLOOR BRACING
<br />SCALE: 31,V=TZ'
<br />SIMPSONH6W/
<br />(8)8d COMMON NAILS 2x ST DS
<br />SIMPS NH6W/(8)8d EACH E D
<br />COMMON NAILS, EACH
<br />END EVERY STUD OR ON
<br />EACH END OF "BUNDLE"
<br />OF STUDS
<br />PLYWOOD FLOOR
<br />SHEATHING
<br />T
<br />2s
<br />SIMPSON SPH41SPH6 TM
<br />FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x I
<br />GIRDER TRUSS 112, HOG NAILS
<br />WALL FLOOR FRAMING,
<br />TRUSS PARALLEL TO WALL
<br />DEL PT 216 BLK*NG BETWEEN
<br />TRUSSES W/ 10d 0 YOC. STPLY
<br />INTO LEDGER AND 10d 0 4 C,
<br />S AGGERED UPPER PLY INTO 2x6
<br />T
<br />El ELOW
<br />8" CMU WALL
<br />REINF PER PLAN
<br />PER ELEVATION 1� ,
<br />N
<br />0 I I
<br />zo-
<br />O_
<br />0
<br />EER ELEVATION
<br />1X2 FIRE -STOP
<br />P
<br />T
<br />"WOOD SOR WS
<br />WO D So R
<br />0 E W
<br />x Z'LON. a ��!O C;
<br />2 L 0 N G a 0
<br />S T G E RED F F
<br />STAGGERED OFF
<br />A G 0
<br />E R
<br />C ENTERLINE OFF 2x6;
<br />C E N T LIN 0 F F
<br />3, 4 A S S Ho
<br />3/4" AS SHOWN
<br />I 0 A2
<br />SIMPSON A23 AL
<br />S M P N
<br />E A T R U S
<br />EA. TRUSS /4"
<br />—ke
<br />NAILING PATTERN
<br />PRE �IENGINEERED WOOD
<br />FLOOR TRUSSES (SEE
<br />FRAMING PLAIN)
<br />DBIL 2X_ LEDGER
<br />CHE TI UE
<br />SEE S DU
<br />SECTION DETAIL
<br />AT TRUSSES BEARING
<br />r.,_`�ON EXTERIOR WALL
<br />2x STUDS PER PLANS
<br />2x STUDS PER PLANS
<br />20 BLOCKING BETWEEN TRUSSES
<br />DBIL PT Z(6 BLK'NG BETWEEN
<br />Z� N
<br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
<br />TRUSSES W/ 10d C 3" 0 C, 1ST PLY
<br />FLOOR DECK
<br />2x4 CONT. W/ (4) 16d NAILS
<br />IN S
<br />A G
<br />TH
<br />BRACE W1 (3) 12d 0 E& 4--g- O,C. (AT SHEATHING SEAMS)
<br />4' 0 C A T S HEA BE A M
<br />INTO LEDGER AND 10d @ 3" O� C
<br />#13WOODSCREWS
<br />2x4 BLOCKING @ EA. BRACE
<br />NOTE:
<br />0 TOP OF FLR TRUSS
<br />TRUSS (DIAG. BRACE TO 7
<br />STAGGERED UPPER PLY INTO Z16
<br />x Z'LONG @ a- OC,
<br />TOENAIL INTO TRUSS W1 (4)16d
<br />STRUCTURAL SHEATHING
<br />(TOP 2X4 SUPPORTS BT
<br />COVER 5 TRUSSES)
<br />BELOW
<br />S OFF
<br />NAILS @ EA. END
<br />MUST NOT BREAK ITHIN
<br />W
<br />PLATE OF 2ND FUR)
<br />CTAGGERED
<br />ENTERLINE OFF 2�6.
<br />1-4" MIN. FROM 2ND. FUR.
<br />FLOOR DECK
<br />AC E
<br />0, -0" TO 30'-0" (1)'X" BRACE
<br />314" AS SHOWN
<br />t
<br />2X4 BRACE 0 4W' O.C. W/ (5) 12d
<br />LINE
<br />IAC E
<br />30--l" TO W-0 (3) X" BRACE PRE-ENG GABLE TRUSS
<br />PRE-ENG GABLE TR US
<br />-D6L2X8UEDGER
<br />NAILS EA. END
<br />Z16 CONT� W/ (8) 16d NAILS
<br />R
<br />0� 'K' BRACE @ CENTER
<br />TO CMU W/ I/7'EXP. BOLT 411
<br />8d RING SHANK NAILS C C
<br />@ BT. OF FLOOR TRUSS
<br />U
<br />(2 X'SRACE DIVIDED EQUALLY STIFFBACK AT 2x SUB -BAND
<br />E. ALLY STI FF-A K T ALL
<br />ALL
<br />8* CMU WALL
<br />'ALL:
<br />// AT 16" O.C� AND 8!'FROM
<br />INTO BLOCKING
<br />(BT AT6 IS FOR WALL
<br />SHE 2XHING NAILER)
<br />FROM CENTER TO END. OV G H
<br />UPRIGHTS ER4-�l). H7G.
<br />UPRIGHT OVER 4. -1. H
<br />ER PLAIN
<br />REINF PER PLAN
<br />END W/ MIN 5-1/2'EMBED,
<br />6d NAILS 0 8!' O,C, MAX
<br />1X2 FIRE -STOP
<br />(A PER TR S ENG)
<br />(AS PER TRUSS EN
<br />-3 U
<br />VATI.N
<br />PER ELEVATION
<br />FLOOR DEC /4"
<br />4,FER ELEVATION PE ELEVATION I-L
<br />IV
<br />OD SH THING, SE
<br />SEE
<br />P"
<br />0
<br />"ROOF/WALUFLOOR
<br />NAILING PATTERN
<br />SHEATHING
<br />3: Ps
<br />FASTENER SCHEDULE"
<br />0 <
<br />SEE TYP. TRUSS CONNECTOR
<br />PER ELEVATION gjb;
<br />OL PER ELEVATION PER ELEVATION
<br />DETAIL FOR STRAPPING INFO.
<br />PRE-ENGINEERED WOOD
<br />RE -ENGINEERED WOOD
<br />Z �C�O N PER
<br />I C N ER
<br />lx2,2KWO DFASCIA 'UINECTIO
<br />R S_ T P
<br />MFG
<br />T , MFG�
<br />2X4PJ CEILING
<br />FLOOR TRUSSES (SEE
<br />FLOOR TRUSSE (SEE
<br />SEE ARCHOI
<br />TE TURAL
<br />C
<br />NAILER W1
<br />FRAMING PLAN)
<br />PRE-ENGINEERED WOOD
<br />FRAMING PLAN)S
<br />2x SECURED W/ D
<br />(3) 16d ENGINEEREDWOOD
<br />MASONRY NAILS
<br />@ 12' Q.0
<br />FLOOR TRUSSES (SEE
<br />SEE SCHEDULE FOR SEE SCHEDULE FOR
<br />SIMPSON HETA-16 @
<br />GALV. COMMON NAILS TRUSSES @ 24" O/C,
<br />lx2 SECURE SUBMIT SHOP DRAWINGS
<br />DWI 10d
<br />REPAIR DETAIL IF
<br />FRAMING PLAN)
<br />BOND BEAM REO BOND BEAM REQ.
<br />EVERY TRUSS (VERIFY
<br />COM V
<br />GALV. MON NAILS FOR REVIEW CONT. 2.4 RAT RUN
<br />1X2 FIRE -STOP
<br />LEDGER INSTALLED TOO LOW
<br />SIMPSON HETA 16
<br />N HETA-16
<br />W/ TRUSS PLAN)
<br />12" O/C AND APPROVAL
<br />D Pp OV L S C W, )I
<br />SECURED W1 (2)12d'.
<br />AT TRUSSES PARALLEL
<br />2'. O,C MAX.
<br />(VERIFYWITRUSS
<br />SECTION DETAIL
<br />r
<br />, T ..
<br />MASONRY BOND BEAM' EACH TRUSS
<br />EXTERIOR WALL
<br />PLAN)
<br />AT PARALLEL / PERPENDICULAR
<br />SEE SCHEDULE
<br />GABLE END PRE-ENG'D TRUSS
<br />,/'�TO
<br />O_GABLE
<br />7 SCALE 314"=T-0"
<br />r,��PRE-ENG FLOOR TRUSSES
<br />W/ HIP RETURN
<br />W/ HI P
<br />PRE-ENG GABLE TRUSS
<br />2x4 BLOCKING BETWEEN.TRUSSES
<br />STRAP TRUSS TO PL.
<br />PRE -ENG
<br />AT FIRST TWO BAYS 4'-(Y OC ( AT
<br />PRE-ENG'D
<br />WOOD
<br />SEE SCHEID. BELOW
<br />ROOFTRUSS
<br />SHEATHING EAMS) (BLOCKIN
<br />S G
<br />TRUSS (TYP)
<br />@ 24- O,C,
<br />NOT SHOWN FOR CLARITY)
<br />MAX
<br />PER EL VATION
<br />FOR STRAPPING
<br />I
<br />VERIFY
<br />PRE-ENG ROOF TRUSS
<br />SECURE 2K6 PT, PLATE TO BILK
<br />W, TRUSS PLAN
<br />TRUSS TO TOP PLATE
<br />:ITIRENGSUM BOARD OR ItZ'HIGH
<br />r1l6d
<br />Wl 1/2" DIA ANCHOR BOLTW/21
<br />A -SIMPSON MTS12
<br />TH.LG
<br />-TRENG BOARD
<br />4x4/4x6 SYP NO, 2
<br />S
<br />WASHER ETINHIGH
<br />U � 990 LBS 14) 10d
<br />W1
<br />CU
<br />SECURE TRUSS TO TOP PLATE W (2)
<br />WOOD POST TO
<br />STRENGTH EPDXY 6'MIN.
<br />GALV. NAILS.
<br />TOENAILS
<br />SLAB SEE
<br />EMBED. AT 32' OC MAX
<br />B - (2) SIMPSON MTS12
<br />DOUBLE TOP PLATE
<br />SCHEDULE
<br />SECURE GABIE To 2x8 PJ
<br />U � 1420 LBS W/ (14) 10d
<br />BELOWFOR
<br />PLATE Wl 12d S'O C, MAX
<br />GALV. NAILS EA. STRAP
<br />2x4 OR 2K6 WOOD BEARING
<br />CONNECTION
<br />WAULWISYP No2 STUDS SEE
<br />FL#1 7239
<br />PLANS FOR SPACING. SINGLE
<br />C ONC.POURED
<br />BTM. PLATE TO BE PT.
<br />LINTEL COURSE
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />ih
<br />S MPSON SPH4 OR SPHS BTM
<br />E
<br />1/2" GYP. WIL. D
<br />:0:
<br />AND TOP PLATE ANCHORS W'
<br />j.., 1,,, COMMON NAILS
<br />SECURE BT PLATE TO SLAB W/
<br />CONT 2x4 SECURED W/ (2) 10d's Q EACH
<br />FILL ALL HOLES, DO NOT USE
<br />10d 3"
<br />la'xV WEDGEANCHORW12'
<br />WASHER SET IN HIGH STRENGTH
<br />I
<br />TRUSSMOOD POST CONNECTIONS
<br />TRUSS TO BE INSTALLED @ 10'-0" O.C.
<br />MAX,
<br />x
<br />EPDXY 5-1/Z'EMBED. MIN. 16"
<br />10a 10b 10c
<br />S8(�l
<br />OC MAX.
<br />SCALE 314"=T-0".
<br />s
<br />GABLE END BRACING W/ PRE-ENG
<br />GABLE TRUSS @ CMU WALL
<br />4
<br />ECTION
<br />990 LES W/ (14) 10d GA V. NAILS.
<br />:
<br />B -SIMPSON HTS-20 1310 LBS Wl (20) 10d GALV NAILS
<br />C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 USS VGT TO TRUSS W/ (16)
<br />1/4"W"SIDS, (1) 519'* A T.R. TO HDU4 AND (10) 1/4" X 2 1/Z'SDS TO POST
<br />_"�TRUSS CONNECTION @ L.B.W.
<br />POST TO SLAB DONNEcnON
<br />A&B - S I MPSON AB U44Z POST BASE <U: 1, 900 G:5,660 W/ 5/8 DIA x 6'EXP, BOLT
<br />SIMPSON ABU46Z POST BASE �U:2,300 G:10,335W/518 DIA. x6'EXP. BOLT
<br />C_ SIMPSON HTTSPOSTON SILAS <U:4,565W/5/8"A.B. WTH MIN. T'
<br />EMBEDMENT TO SLAB & (26) 16d x 2-IrZ'NAILS TO POST
<br />A It C H IT E C TS
<br />6
<br />G r ZDesign
<br />ous;Ov..!.
<br />Al N. RONALD REAGAN BLVD,
<br />LONGWOOD, FIL 32760
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA #:0003325
<br />ounDiv. se
<br />SILVERADO
<br />LOT #3
<br />BLK #1011
<br />PROJECT#
<br />03719.001-03101
<br />MODEL.
<br />"2045-LANTAN,C
<br />GARAGE VnNC;:
<br />RIG7
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />mm*14
<br />"p 08/18/2,
<br />SCAL,Z: 1/4"=l'-0"
<br />s*mET
<br />S3. I Bj
<br />
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