|
L I I I
<br />-2
<br />-��signr=nveiopeID:5249DBIB-6FC9-4BE9-9ClC-%2A/�,�-� 9EC5
<br />I I I I'' I ILI-11 1111111mmmin 'UP p-pi'line -I 11101jilm. 1111'r III I'l u I I P-
<br />I 1 11 11 1 1 , I 1' 591P III ! I I - - I I
<br />P_
<br />t I—EV ELIRd"' 0 F FRAMING PIA N
<br />1 WHEN PRINTED ON 22"x34"
<br />IAli
<br />Ii
<br />III
<br />it
<br />II
<br />III
<br />it
<br />II
<br />Ili
<br />III
<br />TMUSS F-R,�AMING GENERAL NOTES
<br />TQT I c, 5 FOR ADDITIONAL GENERAL NOTES
<br />STOPPING A FLOOR TRUSSES 110 BE PROVIDED >
<br />1E
<br />0
<br />0
<br />I.-, SIS S�,;E-"!F!,"ALLY N(1)TEDC).1,,i TRUSS FRA.MiNG PLAN,
<br />7 P'U"'c, 70 lv•JOOD CONNECTIONS SHALL BE ACCORDING >:
<br />0
<br />VJALL SECTION SEE SHEET ST-5.
<br />0
<br />N E' N ' N14NUF.ACTU R ER'S LAYO LIT FOR Lr) 0
<br />c:
<br />APEX
<br />co
<br />_'AFTERS TO BE MIN. 2x6 NO.2 SYP @ 24' O.C. MAX, 14:
<br />C) (D
<br />SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.
<br />.-Al" "EN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
<br />._"C _R TO "SLEEIDER" 1441 SiMPSON H3 UPLIFT
<br />iN N E C J0 R. c\I 0**
<br />C14 I
<br />RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. m
<br />TEN 2xP N0.2 SYP COLLAP TIES FROM RAFTER TO _j d
<br />LL.
<br />17 ':'ER V-di iERE APPLICABLE W/ (5) 1 Od COMMONS MIN.
<br />Ld
<br />RAFTER SPAN SCHEDULE _j_j t S
<br />LUMBER SIZE 5; true design studios
<br />z
<br />2X6 2x 6 2x 10 2x12 0
<br />0
<br />U)
<br />4- 26-0"
<br />�e 9000 REGENCY SQUARE BLVD.
<br />S-4 I T _3 201-7" 22'-0'
<br />Ur7
<br />< SUITE 100, JACKSONVILLE, FL 32211 co
<br />-1 T, 4'- 1 16'- 10" 19'-9" 0
<br />20 I_.! ./15 D.L. #2 SYP 0
<br />0
<br />CEILING JOISTSPAN SCHEDULE
<br />w
<br />CF.
<br />LUIMBER SIZE
<br />x-A 2 X'S 2xl 0
<br />-L
<br />I UINOMN' 0.
<br />5" 25i-8A
<br />1, 26-0"
<br />7 -8 23'-4"
<br />26-0" >
<br />20-11" 23'-11"
<br />10 1-115 D L. #2 SYP w how,
<br />TRUSS FRAMING KEY NOTES <
<br />APPI !C!',S: E ONLY WHERE SPECIFIED ON PLAN
<br />U)
<br />PAINIEL" DETAIL .0.1,1 DE --TAIL SHEET (D
<br />TYPIQr\L BEARiNG BLOCK z
<br />M11"448" LONG AND TO w
<br />F_':i,��fENSiON OF -, R656 MEMBER.
<br />CH Pr_.iF',1,,NG BLOCK TOTPiJSS VERTICAL OR TRUSS Ui
<br />8' ___!_OfvH3H0RD 110 (3) ROWS lCd,§ 4*'O.C. STAGGERED 0�
<br />0
<br />c:)
<br />_GE_f-,`_FRA_.%ji_NG NOT'IfS c:)
<br />7 r- Iv 1,4 C SYP LC DGER TO FR.-\MhN-Gf I RUSS VERTICALS
<br />I L .1E.RY SUOPORT,NIII; FASTENING SHOWN BELOW
<br />2`1 0 r.'SRAC.!N(7,) OR i LO
<br />r-
<br />f
<br />-PS -IEN 1,YP PT' EDGCR To MASONRY/CONCRETE
<br />SIENINGSHOWN BELOW
<br />z
<br />A�'71-E RE:OUIRED AT SPECIFIED
<br />U) LU
<br />C)N PLAN
<br />• El FABLL,5 ON SHEET ST-1/S1 FOR FASTENER
<br />U)
<br />OP�-.'�FECTION AGAINST CORROSION w
<br />U
<br />Uj z
<br />•FXTEPiOR'1_-jECK LEDGERS SHALL BE SECURE TO WALL
<br />FP,,'I`v1!NG `VITH WOOD SCREWS. COMMON NAILS AT FLOOR
<br />Z) LU 0
<br />_DC'-ERS 44_<E FOR INTERIOR UcoSF ONLY. U)
<br />VRAMING LEDGER TO WOOD
<br />.
<br />12d COMMON U
<br />12d COMMON
<br />z < 0
<br />..t8)12d COMMON
<br />(D >
<br />.....(10)12dCON1MON w<
<br />z
<br />LIJ
<br />DEL}' `R ,_0 CMU ANI 3" TAPCON OR TITEN): < _j Ui .
<br />2 RO"!S'/4'! 0 @ 24" 0 C STAGGERED W Uj
<br />R-C"v%'S 4 0 CN, 16" O.C. STAGGERED
<br />0 0
<br />-9 &1 0 C. STAGGERED x
<br />R(Y `JS .4 0 IP 6" O.C. STAGGERED
<br />LL
<br />LL
<br />z
<br />LEDGER TO WOOD (W/ NAILS): Z
<br />0 COMMN
<br />(5) 16d COMMOO0
<br />N <
<br />_(7) 16d COMMON w
<br />......i9)16d COMMON 0
<br />z
<br />_FP,' iMiNG LEDGER To WOOD (W/ SCREWS): R
<br />0
<br />LONG #14 WOOD SCREWS ILL
<br />FT . . ... . ........... ..... (5) 1/�" x 4-1/." LONG #14 WOOD SCREWS <
<br />...... . ..(7) X4 'x 4-112" LONG #14 WOOD SCREWS
<br />...... (91 x 4-1/-'.'' LONG -114 WOOD SCREWS cr_ Abbott Park < I
<br />0
<br />_j U) C)
<br />CESMAYBEO ..--DF BRA( _MITTE -ROM GABLE ILL
<br />DEL �i_! i- IF PO RC I-i � I I EATI-1 11 4G DE -TA! L IS < LOT 011-02 PE: R L" A! L 11 D. S F EDC7,1�!J, i7 w
<br />INS L STRAP ON EACH FACE OF
<br />_)N SAME SIE z
<br />z
<br />L HTRNM20 )E OF WALL IS NOT
<br />1 (D
<br />L7 ITHISLOCATION
<br />C/)
<br />PROJECT NO: w
<br />0
<br />:',6'7 & (1) 24" BEARING BLOCK. R-O'D 0
<br />B _Or:KTOTRUS�_-'�,V/�3) ROWS 10d@.4"O.. 0 Ci L.L ; 2020.004115
<br />D z 0
<br />k<,1_-)NR'y' 0v'v'V4/ LC�:T3-SEIS2.15 DRAWN:
<br />DO
<br />c:)
<br />w U')
<br />F_ CHKD: EAF c/)
<br />x
<br />w w
<br />CIL
<br />x
<br /><
<br />U)
<br />co EAIS* z
<br />0 4%
<br />% No 85166
<br />w DocuSgned by <
<br />Z
<br />0
<br />0 i
<br />NftDA br 435-.."
<br />w 0 40 U)
<br />S'%- 0 R N N z
<br /><
<br />z %
<br />,f,rlll 0NA\_
<br />C/) <
<br />0 05-22-2020
<br />w
<br />U)
<br />REVISIONS: Uj
<br />LL m:
<br />< No. Description Date
<br />Lij
<br />cf) _j
<br />(D C/)
<br />0
<br />1 0
<br />0 z
<br />z
<br />0
<br />w
<br />x
<br />w ST=3A
<br />n
<br />".*MWAIAETAL CONINECTOR ENGINEERING
<br />TMUSS F-R,�AMING GENERAL NOTES
<br />TQT I c, 5 FOR ADDITIONAL GENERAL NOTES
<br />STOPPING A FLOOR TRUSSES 110 BE PROVIDED >
<br />1E
<br />0
<br />0
<br />I.-, SIS S�,;E-"!F!,"ALLY N(1)TEDC).1,,i TRUSS FRA.MiNG PLAN,
<br />7 P'U"'c, 70 lv•JOOD CONNECTIONS SHALL BE ACCORDING >:
<br />0
<br />VJALL SECTION SEE SHEET ST-5.
<br />0
<br />N E' N ' N14NUF.ACTU R ER'S LAYO LIT FOR Lr) 0
<br />c:
<br />APEX
<br />co
<br />_'AFTERS TO BE MIN. 2x6 NO.2 SYP @ 24' O.C. MAX, 14:
<br />C) (D
<br />SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.
<br />.-Al" "EN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
<br />._"C _R TO "SLEEIDER" 1441 SiMPSON H3 UPLIFT
<br />iN N E C J0 R. c\I 0**
<br />C14 I
<br />RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. m
<br />TEN 2xP N0.2 SYP COLLAP TIES FROM RAFTER TO _j d
<br />LL.
<br />17 ':'ER V-di iERE APPLICABLE W/ (5) 1 Od COMMONS MIN.
<br />Ld
<br />RAFTER SPAN SCHEDULE _j_j t S
<br />LUMBER SIZE 5; true design studios
<br />z
<br />2X6 2x 6 2x 10 2x12 0
<br />0
<br />U)
<br />4- 26-0"
<br />�e 9000 REGENCY SQUARE BLVD.
<br />S-4 I T _3 201-7" 22'-0'
<br />Ur7
<br />< SUITE 100, JACKSONVILLE, FL 32211 co
<br />-1 T, 4'- 1 16'- 10" 19'-9" 0
<br />20 I_.! ./15 D.L. #2 SYP 0
<br />0
<br />CEILING JOISTSPAN SCHEDULE
<br />w
<br />CF.
<br />LUIMBER SIZE
<br />x-A 2 X'S 2xl 0
<br />-L
<br />I UINOMN' 0.
<br />5" 25i-8A
<br />1, 26-0"
<br />7 -8 23'-4"
<br />26-0" >
<br />20-11" 23'-11"
<br />10 1-115 D L. #2 SYP w how,
<br />TRUSS FRAMING KEY NOTES <
<br />APPI !C!',S: E ONLY WHERE SPECIFIED ON PLAN
<br />U)
<br />PAINIEL" DETAIL .0.1,1 DE --TAIL SHEET (D
<br />TYPIQr\L BEARiNG BLOCK z
<br />M11"448" LONG AND TO w
<br />F_':i,��fENSiON OF -, R656 MEMBER.
<br />CH Pr_.iF',1,,NG BLOCK TOTPiJSS VERTICAL OR TRUSS Ui
<br />8' ___!_OfvH3H0RD 110 (3) ROWS lCd,§ 4*'O.C. STAGGERED 0�
<br />0
<br />c:)
<br />_GE_f-,`_FRA_.%ji_NG NOT'IfS c:)
<br />7 r- Iv 1,4 C SYP LC DGER TO FR.-\MhN-Gf I RUSS VERTICALS
<br />I L .1E.RY SUOPORT,NIII; FASTENING SHOWN BELOW
<br />2`1 0 r.'SRAC.!N(7,) OR i LO
<br />r-
<br />f
<br />-PS -IEN 1,YP PT' EDGCR To MASONRY/CONCRETE
<br />SIENINGSHOWN BELOW
<br />z
<br />A�'71-E RE:OUIRED AT SPECIFIED
<br />U) LU
<br />C)N PLAN
<br />• El FABLL,5 ON SHEET ST-1/S1 FOR FASTENER
<br />U)
<br />OP�-.'�FECTION AGAINST CORROSION w
<br />U
<br />Uj z
<br />•FXTEPiOR'1_-jECK LEDGERS SHALL BE SECURE TO WALL
<br />FP,,'I`v1!NG `VITH WOOD SCREWS. COMMON NAILS AT FLOOR
<br />Z) LU 0
<br />_DC'-ERS 44_<E FOR INTERIOR UcoSF ONLY. U)
<br />VRAMING LEDGER TO WOOD
<br />.
<br />12d COMMON U
<br />12d COMMON
<br />z < 0
<br />..t8)12d COMMON
<br />(D >
<br />.....(10)12dCON1MON w<
<br />z
<br />LIJ
<br />DEL}' `R ,_0 CMU ANI 3" TAPCON OR TITEN): < _j Ui .
<br />2 RO"!S'/4'! 0 @ 24" 0 C STAGGERED W Uj
<br />R-C"v%'S 4 0 CN, 16" O.C. STAGGERED
<br />0 0
<br />-9 &1 0 C. STAGGERED x
<br />R(Y `JS .4 0 IP 6" O.C. STAGGERED
<br />LL
<br />LL
<br />z
<br />LEDGER TO WOOD (W/ NAILS): Z
<br />0 COMMN
<br />(5) 16d COMMOO0
<br />N <
<br />_(7) 16d COMMON w
<br />......i9)16d COMMON 0
<br />z
<br />_FP,' iMiNG LEDGER To WOOD (W/ SCREWS): R
<br />0
<br />LONG #14 WOOD SCREWS ILL
<br />FT . . ... . ........... ..... (5) 1/�" x 4-1/." LONG #14 WOOD SCREWS <
<br />...... . ..(7) X4 'x 4-112" LONG #14 WOOD SCREWS
<br />...... (91 x 4-1/-'.'' LONG -114 WOOD SCREWS cr_ Abbott Park < I
<br />0
<br />_j U) C)
<br />CESMAYBEO ..--DF BRA( _MITTE -ROM GABLE ILL
<br />DEL �i_! i- IF PO RC I-i � I I EATI-1 11 4G DE -TA! L IS < LOT 011-02 PE: R L" A! L 11 D. S F EDC7,1�!J, i7 w
<br />INS L STRAP ON EACH FACE OF
<br />_)N SAME SIE z
<br />z
<br />L HTRNM20 )E OF WALL IS NOT
<br />1 (D
<br />L7 ITHISLOCATION
<br />C/)
<br />PROJECT NO: w
<br />0
<br />:',6'7 & (1) 24" BEARING BLOCK. R-O'D 0
<br />B _Or:KTOTRUS�_-'�,V/�3) ROWS 10d@.4"O.. 0 Ci L.L ; 2020.004115
<br />D z 0
<br />k<,1_-)NR'y' 0v'v'V4/ LC�:T3-SEIS2.15 DRAWN:
<br />DO
<br />c:)
<br />w U')
<br />F_ CHKD: EAF c/)
<br />x
<br />w w
<br />CIL
<br />x
<br /><
<br />U)
<br />co EAIS* z
<br />0 4%
<br />% No 85166
<br />w DocuSgned by <
<br />Z
<br />0
<br />0 i
<br />NftDA br 435-.."
<br />w 0 40 U)
<br />S'%- 0 R N N z
<br /><
<br />z %
<br />,f,rlll 0NA\_
<br />C/) <
<br />0 05-22-2020
<br />w
<br />U)
<br />REVISIONS: Uj
<br />LL m:
<br />< No. Description Date
<br />Lij
<br />cf) _j
<br />(D C/)
<br />0
<br />1 0
<br />0 z
<br />z
<br />0
<br />w
<br />x
<br />w ST=3A
<br />n
<br />".*MWAIAETAL CONINECTOR ENGINEERING
<br />
|