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FOUNDATION NOTE6:
1. 6EE 61-1EET 6N! FOR TERMITE PROTECTION
6PECIFICATION6
2. A FOUNDATION 6URYEY 61-1ALL BE PERFORMED
AND A COpy OF THE 6URYEY 6HALL BE ON THE
61TE FOR TI-IE BUILDING IN6PECTOR6 U5E. OR, ALL
PROPERTY MARKER6 61-1ALL BE EXP06ED AND A
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TO VERIFY REQUIRED 6ETBACK6.
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ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUlLDH':G
CODE, NATiONAL ELECTRIC CODE AND
ClTY OF ZEPHYRHILLS ORDINANCES
REVIE'NED
JUN 0 1 2005
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LA TEST DATE: iN PROC ESS
REVISION DATE: DESCRIPTION:
---------------
09/16/04
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FILL CELL WtMAeONRY MIX TO
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THIS Df(AU)~ IW DESIGN IS VALID FOR 12 MCNTI15 AflER Tl-E
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SCALE:
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AUTOCAD FILE NAME
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E~GINEER OF RECORD:
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2. SEE SHEET SDWI 4 6DW2 FOR DOOR AND
WINDOW TABLE6 AND IN6TALLATION INFORMATION.
3. ALL PLUMBiNG, ELECTRICAL, AND MECHANICAL
ROUGH-IN6 MU6T BE COMPLETE, iNSPECTED, AND
APPROvED BEFORE REQUESTING THE FRAMiNG
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GUST, EXfOm '6' WIND ZeN: 12001 EDITI~).
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DATI: :
05-1]5-02
SCALE :
AS NOTED
DRAWN BY :
[8~1L1L VAlNCE
AUTOCAD FILE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENG!NEER!NG P.A.
SHEET DESCRIPTION :
!FILOOR
PILAN
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FINISH FLOOR LINE
ADE LINE
ASSUMED)
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(()
RIG ~1T ELEVATION
REAR ELEVATION
SCALE: 1/8" = l' -0"
SCALE: 1 /8" = l' -0"
FAMILY
ROOM
MASTER
BR.
~
,
(()
DECORATIVE---
FINISH
SECTION
SCALE: 1/8" = 1'-0"
AA
JOINT5 IN 5I-JEATI-lING
MIN. 6'-~', MAX. 8'-~'
6ACKNA!L WI (2) loci NAIL&
2'x4' OUTLOOKER . 24' OIC
IMFea.l1-l3 CLIP
INGLE 2'x4' TOP PLATE
END NAILED WI (2) I~ci INTO &nlD&
. (2) 16ci TOENAILED INTO OUTLOOKER
eEE eTRtJenlRAL NOTEe AND NAILING
5CHEDULE FOR 5I-JEATI-lING DETAIL \
2'x4' CROe& 6
AT RIDGE FA5
AT EACI-l JOINT WI
(2) l~cix3'
51MP$ON OPI
5lMFea.ll-lltZl OR EQUAL
. EA OUTLOOKER
2'x4' KNEE WALL W/5n1D5 . 24' OIC
2'X4' DI~ 6RACING . MID-HEIGI-lT
WI (2) loci PER CCN'lECTION
'L' 6RACE TO EXTEND . LEMT
W9i Of' UJE6 LENGTI-l (OEE TA6LE)
2'x4' CCNT.6LOCKING
WI (2) 16ci PER JOINT
&IMP5ON ~3
2'x4' CoANT. . 24' OIC
"'YPeuM WALL BOA
(2) loci THRC\.IG~ TRlJ55 UJE 2) I~d TI-lR0..JG+4 6LOCKING 2'XO' P.T. 51LL
2'x4' 'T' ON TOP Of' PANEL ./' ~
6LOCKING, FMTEN WIT~ &/8' OR 112' CEILING DENee
!~x3' · 4' OIC "'YPOOM WALL BOARD FMTENED
WIT~ 8d COOLER NAIL& OR 1 1/4' LONG
DRYWALL OCREUJ5 COHPL YING WIT~ MTM CltZl~2
FOR FI~T 8'-~' FROM END WALL
.4' OIC TYPICAL
(2) 16d
T. 2'x4' END NAILED U!I (2) loci
. EA 5n1D
6IMF6ON MT618 TUJI6T 6TRA
FROM 13EAM TO COLUMN
(2) 6IMF6ON META2e> ~
tJ 13A&E OF COL. ~
ALLNINUM &oA=IT
vAPOR 6ARRIER UNDER "'ABLE
"tF<U55 6OTTOM CORD (ROOf'ING
PAPER OR ROOf' CEMENT)
6IMF6ON A13E44
COLUMN 13A&E WITI40UT
ANC~R6 TO MA60NR'(
COLUMN 13ELOJJ
NOTE:
eEE "'A6LE BRACING DET AIL5
FOR ADDITlaiAL "'A6LE BRACING
I~ATION
112', oANCJ-K;R 60L T . 32' O.C.
MINIMUM 0' FROM PLATE 5f'LICee
WI 3110')(2' DIA PLATE U!A5HER
WOOD TO MASONRY COLUMN
SCALE; 3/4'=1'-0'
< > ROOF vENT 6Cl-+EDULE < >
Verlf~ wtth General Contractor all roof Veflt 10catrO(!e,
Cluantrtles, and erzee. Roof Veflta aha II be Installed
for a mInImum or Veflted area ae Ifeted below:
Mark. LocatiO(! Off' ridge Veflta or 6off'!t Veflt
eClua I e~etem (sCl. in) (eCl. in)
RVl let Level 14~ 14~
Roof'
LA TEST DATE : IN PROCESS DESCRIPTION :
REVISION DATE :
09/16/04
RIDGE VENT
12 SHING~ 0
51
~OF
T.O.M.
l:) DECORAT~ B8 DECORAT~
, ~ISH ~ISH
(()
FINISH FLOOR LINE
J
GRADE LINE
t.ASSUMED)
LEFT ELEVATION
SCALE: 1/8" = 1'-0"
1
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T.O.M.
't
I
~
EEEB
D
D
D
FINISH FLOOR LINE
DO
ODD
ODD
ggg
DODD
DODD
DODD
gg
GRADE LINE
ADE LINE
ASSUMED)
FRONT
SCALE: 1/4" = 1'-0"
ELEVATION
"A"
. 13EAM, 6EE PLAN6
OEE PLAl-/ FOR AMOJNT AND
LOCATI~ C4= REll'-.fORCEMENT
NOTE:
~'x16' UNIT5 MAY 6E
UOED LNLE50 WOOD COLLNN
15 FRAHm ON TOP ~
COLIJ1N
24'><24' OR !6'x16'
MA5QNRY COLLNN
FILLED WI 2~~~&1 CCNC.
F.T. D13L. 2 X 4 S.u.C.
ATTACH 2-PLIE6 ON EA. FACE
WI le>d NAIL6 fil 8' O.c.
EE ELEV. FOR FINI6H
6T'(RO FOAM Ll.JRAp
AT ROUND COLUMN6
TYPICAL MASONRY COL.
SCALE; 3/4'="-0'
o 6AMUEL A. GREENBERG, P.E.
o THUY H. I-lU"(NI-l, P.E, ~12'122
o IRWIN J. 6EN60N, P.E. .4~1:;e
-:3424:;
TO TJ.f BEST Cf TJ.f OOmR'5 KNO\I.t..EIX% AND BELla:, Ttf
S~ fLA\6 AND OffCIFlCATICN5 cctlFI.. Y wrrn TJ.f
FL~IDA BUILDm CCOE, 5ECTla-i Ib% ~ 11" M.PJ.I. 3 5ECCW
GU$T, EXPO$IJRI: 'a' WIND Za.E /2001 EDITICW.
TIM DRAWIN:i ~ DESIGN IS VALID ~ I2I"1CN116 AFTER TJ.f
DATE 15 SIGNED ~ OEALED.
SIGNED AND OEALED ~ me S~11JRAL PORTIa-i Cf 11415
D~OlY.
CANTILEVERED GABLE END BRACING DETAIL
SCALE: ~u. S.
@-
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O~ ,01 ~~
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DATE :
05-116-02
SCALE :
AS NOTED
DRAWN BY :
[8~1L.1L. 'VI ANCIE
AUTOCAD ~LE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERiNG. P ,A,
SHEET DESCRIPTION :
1EILIE'VI A lrUO[/\J]
PILA[/\J] 'fI A 'fI
3A
RIDGE VENT
SHIN~ ~5
~OF
T.O.M.
DECORA~ oc:::r DECORATI~
~ (;;)
, ~ISH ~ISH
d:l I
~
FINISH FLOOR LINE
(OUTRIGGERS
SEE DETAIL)
ADE LINt:
ASSUMED)
RIGHT ELEVATION
SCALE: 1/S" = l' -0"
JOINTe IN eHEAT~ING
MIN. o'-~', MAX. 8'-~'
STUCCO
FINISH
12
~5
LINE OF INTERIOR
VAULT AT
MASTER BR.
.,-t3-
T.O.M.
DECORATI~
~ISH
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~
,
d:l
~
,
d:l
REAR ELEVATION
SCALE: 1 /S" = 1'-0"
&EE &TRUCruRAL NOTE5 AND NAILI~
5Cl-lEDULE FOR eHEAT~ING DETAIL \
BACKNAIL WI (2) 16d NAIL5
2'x4' OUTLOOKER . 24' OIC
I~ 143 CLIP
INGLE 2'x4' TOP FLATE
END NAILED WI (2) 16d INTO 5ruD5
. (2) 10d TOENAILED INTO OUTLOOt<ER
2 'x4' CR055 B
AT RIDUE FA5T
AT EAO-l JOINT WI
(2) l~dx3'
51MFWN 5Pl
el 50N 141ft> OR EQUAL
. EA OUTLOOKER
2'x4' KNEE WALL WI 5ruDe . 24' OIC
2'X4' DIAGONAL BRACING. MID-I-1EIUl-lT
WI (2) l~d PER CONNECTION
'L' BRACE TO EXTEND. LEAeT
~,. ~ u..EB LEN6T~ (&EE TABLE)
GYPeuM WALL 60A
(2) 16d TI4ROJ::sH TRU65 u..e 2) 16d rI-1ROJ::sH BLOCKING
V 2'X6' P.T. 51Ll..
2'x4' 'T' ON TOP ~ PANEL
BLOCKI~, FA5TEN WIT S/8' OR 1/2' CEILING DENe.E /
lft>dx3' . 4' OIC G.,..P5UM WALL 60ARD FA5TENED -./
WIT~ 8d COOLER NAIL5 OR I V4' LONG
DRYUJALl.. 5CREUJ5 COMPL YING WIT~ A5TM Cl~
FOR FIReT 8'-~' fROM END WALL
. 4' OIC TYPICAL
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NT. 2'x4' END NAILED WI (2) 16d
. EA 5ruD
ALUMINL.M 5OR"IT
VAPOR BARRIER l.N)ER GlABLE
TRU55 BOTTOM CORD (R~ING
PAPER OR ROOf' CEMENT)
NOTE:
OEE GAeLE BRACING DET AILe
FOR ADDITIONAL GABLE BRACING
I~ATION
112', ANa-JOR 60LT . 32' O.C.
MINIMUM 0' FROM PLATE 5PLICE5
WI 3110')(2' DIA PLATE WAe>l-4ER
CANTILEVERED GABLE END BRACING DETAIL
SCAlE; N. IS.
2x4 @ 24" O.C.
DROP GABLE
x
3' 6" 3 '
l' -
>
:0
GABLE END
TRUSS
STRUCT. SHEATHING
FRAMED, LATH
AND STUCCOED
....
8
so
:\J
.r
5t
x
1\2" DRILLED ANCHOR @ 4'-0" O.C.2xS L
2x12
..
:;D
::-"
..,.
....
1/2" MIN. GYPSUM
CEILING DIAPHRAGM
S" BLOC
16d NAILS @ S" O.C. (TYP.)
STYROFOAM PROFILE
2x10
D
>>
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.
10
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,
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o ETA I L
SCALE: N.T.S.
-
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-
:::>
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FAMILY
ROOM
;
,
d:l
B .
SECTION
SCALE: 1 /S" = l' -0"
AA
. BEAM, 6EE PLAN6
(2) 6IMP6ON META2~
6 eA6E OF COL.
6IMP6ON MT618 TWI6T 6TRA
FROM BEAM TO COLUMN
P.T. DBL. 2 X 4 B.U.C.
ATTACl-l 2-PLlE6 ON EA. FACE
LlJI l~d NAIL6 6 8' O.C.
EE ELEV. FOR FfNI6l-l
6TYRO FOAM LlJRAP
A T ROUND COLUMN6
LA TEST DATE : IN PROCESS DESCRIPTION :
REVISION DATE:
09/16/04
12
51
RIDGE VENT
SHIN~ ~ ~
~OF L.()
a Q)
..-
Q)
()
BE) DECORATI~ QC c
I-
V)
FINISH V)
~ Q)
FINISH FLOOR LINE C E
0
...c
G~ADE L1N0 tI
ASSUMED (~UTRIGG~RJ
EE DET IL
LEFT ELEVATION
SCALE: 1/S" = 1 '-0"
T.O.M.
~
I
d:l
DECORAT~
~ISH
~ w
~
~
N roc
~
~
00 roc
~
0>
\J 1 N
RIDGf~
VEN
1 x6 FASCIA STUCC
w/ DRIP EDGE FINISH
(TYPICAL)
N
:n~
~~ w
~
, 0'"
o~ <tU) ~~
n1 ~I
"-.
<.S11l
l) ~' OC"- ;!;!!l
o~ ~~
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LINE OF INTERIOR 13"-
U)Z LL'"' is ><2
VAULT , ' ~~
ZOC IX ~~
6" BANDING 111 o<t i3iS
<till <tLL ~ !:~
STUCCO Z ill in ~~
FINISH [Q 't il:i!5
~5 Q~ 0 .. 'Z~
-l~ [Q ~o=
-l~ u
ill w::>
ill ~~ ~8
~~
<tu) "'>-
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~~ ~b
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QI
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@
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@ ~ [ij 25 c:!J
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@5 ~ ~ @ @ @
dl ~ @ @, I?
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DECORATIVE
FINISH
FRONT
SCALE: 1/4" = 1'-0"
"B"
ELEVATION
OfE PLM FOR AMOUNT AND
LOCATI~ <K REI~EMENT
NOTE:
8'xl6' lJ-lIT5 MAY BE
UOED UNLE55 WOOD COLUMN
15 FRAMING ON TOP CK
COLUMN
< > ROOF vENT SCHEDULE < >
Verlf~ wIth ueneral Contractor all roof vent locatlona,
ClUdntltlea, and erzea. Roof" venta ehall be Inetalled
f"or a mInimum of vented are.3 aa Ileted below:
Mark LocatfOfl Off rIdge verlta or 60ff"lt. Vent.
eC\Ud I e8atem (aC\. In) (aC\. In)
Rvl let Level 140 140
Roof
24'><24' OR !6'x16'
MA5a-lRY COLiJ"lN
FILLED UJI 2~00p!t CONe.
TYPICAL MASONRY COL.
SCAlE; 3/~.;1'-O.
DATE :
05-115-02
SCALE :
AS NOTED
DRAWN BY :
[B~l.l. VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENG~NEERrNG P.A.
SHEET DESCRIPTlON :
E!LEV A T~ON
Pl.AN 'lP[B'lP
3[85
61MP6ON ABE44
COLUMN eA$E LlJITI-IOUT
ANCI-IOR6 TO MA60NRY
COLUMN BELOUJ
WOOD TO MASONRY COLUMN
SCALE: 3/~.;1'-o.
o 6AMUEL A. GREEN6ERG, F.E. -:3424&
o TI-IUY H. I-IUYNH F.E. ~12?122
o IRUJIN J. 6EN60N, F.E. il4~1&8
TO T\1E 6E5T Cf T1-E ~lNEERj5 KNO.llEOOE A'D 8El.1S:, T1-E
5mJCnJRAL Fl.A-I$ A'{) Of'fCIFICATI()l5 cct1FL Y WITH T1-E
A.ORiDA aJlLDm croe. 5ECTI~ lb~ FOR 12'-" M.PJ.l. 3 5ECOO
GUeT, ~ '6' WIND Z~ (2001 EPIT100.
THI& DRAUJII-<<j A'{) DE51GN 1& Y,1J.ID ~ 121"'O{TH& AFTER T1-E
DATE 15 5~ ~ 5EALED.
51GNED /W 5EALED FOR T1-E 5mJCTURAl. ~la-i Cf Tl115
DRAUJI~ ctl Y.
LA TEST DATE : IN PROCESS DESCRIPTION :
REVISION DATE :
09/16/04
T.O.M.
RIDGE VENT
SHIN~
~OF
RIDGE VENT
SHIN~
~OF
~5
LINE OF INTERIOR
VAULT AT
MASTER BR.
12
51
3L---__
12
DECORAT~ B
~NISH
NIS FLOOR LINE
T.O.M.
T.O.M.
DECORAT~
~NISH
EJ
EJ
~
I
m
DECORAT~
~NISH
-
~
~
I
~
I
DECORAT~
~NISH
DECORAT~
~ISH
~
J
l\)
~
(()
I
(()
(()
(()
FINISH FLOOR LINE
GRADE LINE
(ASSUMED)
FINISH FLOOR LINE
GRADE LINE
(ASSUMED)
RIGHT ELEVA-rION
SCALE: 1 /8" = l' -0"
ELEVATION
REAR
SCALE: 1 /8" = 1'-0"
LEFT ELEVATION
SCALE: 1 /8" = 1 '-0"
RAFTER/RIDGE BOARD SCHEDULE FOR
CONVENTIONALLY FRAMED AREAS
RAFTER SIZE MAXIMUM SPAN
2 X 4 6 FT.
2 X 6 9 FT.
2 X 8 11 FT.
2 X 10 14 FT.
2 X 12 16 FT.
6TRUCTURAL NOTE6
f'j'\ ~ (1) 1& CGm. IN FIU.EO FMECA&T LINTEL
\.V ,AN[) (1) 1& CGm. IN FIllEt> KNOCK OUT
eLOCK .6eOV1!
1 x6 FASCIA
DRIP EDGE
(TYPICAL)
RIDGE VENT".. I
STUCCO ~
FINISH
ENTRY
6'-6"x10'-4"
VOLUME CLG
NOTES:
1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED
SHEATHING OR BY 1 X 4 BRACING @ 24" O.C.
~A~A~ ~ GARAGE DOOR
18 -0 x19 -0 f OPEN POSTION
r--------------------i
I I
II ROOF TRUSSES r-.... II
'-J ABV. @ 24" O.C.
I I
I IF CONCRETE: 4 #5 VERTICAL
: ~ K I
y~, 52 I
DECORATIVE
FINISH
SIM,
2) MAXIMUM SPACING OF RAFTERS SHALL BE 24" O.C.
3) ALL RIDGE BOARDS SHALL BE 2" NOMINAL AND NOT LESS THAN THE DEPTH
CUT OF RAFTER.
4) RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE OF EACH OTHER & COLLAR
TIES SHALL BE USED @ ALL CONVENTIONALLY FRAMED AREAS.
LEEJ
DDD
DDD
DDD
gg
5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N.O.)
6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING Wi ONE (1) SIMPSON
MTS 18, TO MASONRY BEARING WI (1) SIMPSON META20 AND TO RIDGE
BOARDS wi (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE.
, ,
10" DIA.
1/2 COL
(TYPICAL AT
GARAGE)
FINISH FLOOR LINE
10 DIA.
COL.
TEMP. F.G.
l' -2" DIA.
COL.
10" DIA.
1/2 COL.
(TYPICAL AT
GARAG E)
GRADE LINE
\ASSUMED)
PARTIAL
FLOOR
PLAN
DECORATIVE
FINISH
ELEVATION
"C"
SCISSOR
TRUSSES AT
24" O.C.
1/4" = 1'-0"
FRONT
SCALE: 1/4" = 1'-0"
WALL LEGEND
. INDICATES flUID CElL WI (1) 10 VERT.
~//////////~ INDICATES TOP OF MASONRY 0 8'-0.
,. .) INDICATES SHEAR WALL
~ INDICATES INTERIOR BEARING WALL
F AM I L Y
ROOM
B . 3
MASTER
BR.
.
'<t
J
(()
SECTION
SCALE: 1 /8" = 1 '-0"
AA
. eEAM, &EE PLAN&
:>
:0
P.T. DeL. 2 x 4 e.u.c.
ATTACH 2.PLlE5 ON EA FACE
WI 10d NAIL& . 8' o.c.
..,.
:D
:D
='J
='J
...
e.EE eTRUCruRAl- NOTE5 AND NAILING
5c+-+EDULE FOR 5HEAT~ING DETAIL
&IMPOON MT&18 TUJ/&T &TRA
FROM eEAM TO COLUMN
6ACKNAI!.. WI (2) 16d NAI!..5
2'x4' OUTLOOKER. 24' OIC
I~ ~3 CLIP
INGLE 2'x4' TOP PLATE
END NA!LED WI (2) 16d INTO 5ruD5
4 (;2) l~d TOENAILED INTO OUTLOOKER
&EE ELEv. FOR FINISH
STYRO FOAM ll.lRAP
AT ROUND COLUMNS
< > ROot= VENT 6CHEDULE < >
Verlr~ wIth General CofItractor all roar vent locatlone,
'1uontltlee, dnd elzee. Raor vente shall be rnstalled
ror a minimum or vented area de Irsted below:
orr rldee vente or 50rm Vent
Mark Location e'1uo I e~etem (e'1' In) (s'1' fn)
RVI 1st Level 14~ 14~
Roar
&EE PLAN FOR AMOJNT AND
LOCATION ~ RElt'oFORCEMENT
NOTE:
e'xl~' L.NIT5 MAY BE
UOED LM.E&5 llOOD COLlJ1N
15 FRAMIN<:; ON TOP Cf
COLUMN
:::D
='~
(2) &IMPOON MET A20 ~
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D THUY H. ~U"(NI-I, F.E. ~e>122
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TI-ll5 DRAlIJ~ AND DESIGN 15 VALID FOR 12 ~ AfTER n.e
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DATE :
06-116-02
SCALE :
AS NOTED
DRAWN BY :
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AUTOCAD FILE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENGINEERING P.A.
SHEET DESCRIPTION :
ElLEV A lrDON
PLAN 'i'C'lP
3C
W ELECTRICAL PANEL SCHEDULE - 150 AMP 40 CKT.
U C/? -' Cl:: Cl:: -' C/?
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> DESCRIPTION ::::E !$! ::::> ~~ -' -J ::::> !$! ::::E DESCRIPTION
w 6 W Cl::N 0 9;;0 9;;0 0 e>::::::E w 6 w
Cl:: 0.. :J :z: ;:;:175 m<: 0.. <..):z: <..):z: 0.. m<: :z: :J 0.. Cl::
CL AIR HANDLER CD1 1 2
W 10,000 6 60 2 2 30 10 5,000 1 CONDo UNIT
& FA,N 3 4
(J) 5 6
RANGE / OVEN 1 12,000 6 50 2 2 40 8 5.000 1 DRYER
7 8
U 01 9 10 1 15 14 (4 CD 12 GENERAL LIGHTING
- WATER H EA TER 4,500 3,375 10 30 2 (~ (4)
CL 11 12 1 15 14 7 GENERAL LIGHTING
f- CLOTHES WASHER 1 1,200 1,200 12 20 1 13 14
U REFRIGERA TOR 1 1,200 1,200 12 20 1 15 16 SPACE
W WASTE DISPOSAL 1 1,200 1,200 12 20 1 17 18 SPACE
--.J DISH WASHER 1 1,200 1,200 12 20 1 19 20 SPACE
W GARAGE DOOR 1 1,200 1,200 12 20 1 21 22 SPACE
> SMALL APPLIANCE '3) 12 1,500 1,500 12 20 1 23 24 SPACE
GENERAL LIGHTING 10 1,500 1,500 12 20 1 SPACE
0 25 26
n DEDICA TED BATH :3) 6 CD CD 12 20 1 27 28 SPACE
N DEDICA TED EXT. i) 6 (4) (4) 12 20 1 29 30 SPACE
GENERAL LIGHTING 12 C9 C9 14 15 31 32 SPACE
~ GENERAL LIGHTING 12 CD 0 14 15 33 34 SPACE
L() GENERAL LIGHTING 11 0 0 14 15 35 36 SPACE
GENERAL LIGHTING 11 0 8) 14 15 37 38 SPACE
~
~ GENERAL LIGHTING 12 (4) (4) 14 15 39 40 SPACE
PANELBOARD NOTES:
CD 5,000 WATT HEAT o DEDICATED G.F.I. CIRCUIT
o NOT USED 8) 1826 S.F. x 3 WA TTS/S.F. = 5,478 LIVE & NEUTRAL
15" ,H:F
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POWER CALCULA TIONS
LIVE NEUTRAL
TOTAL 50,978 17,853
FEEDERS NEUTRAL LIGHTS, SMALL APPL. 8,478
LIVE TOTAL CONNECTION LOAD LESS A.C. 40,978
DEMAND FIRST 10,000 WATTS AT 100% 10,000
LIVE REMAINDER AT 40% 12,391
A.C. LOAD AT 100% 10,000
DEMAND FIRST 3,000 WATTS AT 100% 3,000
NEUTRAL REMAINDER AT 35% 1,917
REMAINING 9,375
WA TTS 32,391 14,292
AMPS 135 60
J 2'-9" }
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NOTE:
1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT
2) WIRE SIZES ARE BASE ON AWG COPPER (ROMEX) WIRE
3) PANEL SIZE TO BE 200 AMP
"
t 2'-6" t 3'-0" }
@)M. BA TH
INTERIOR ELEVATIONS
SACLE: 1/4" = l' -0"
~DOUBLE BOTT. PLATE
AND BASEBOARD
LAUNDRY ROOM/
DRYER VENT DETAIL
METER
60CKET
61NGLE PI-IASE 200 AMP
BREAKER PANEL NEMA I
30 CIRCUIT
ELECTRICAL LEGEND
8= DUPLEX OUTLET
e= SPLIT DUPL, OUTLET TOP PLUG IS 'HOT'
W= DUPL. OUTLET ABV. COUNTER HGT.
@t= 220V OUTLET
@ special purpose connection
~ TELEPHONE OUTLET
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---tIt- SWI TCH
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-{]g doorbell push button
ceiling mount light fixture
round recess light fixture
@ ceiling mount smoke detector
o ceiling mount CO detector
, 48" fluorescent light strip
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<( flood light
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THESE DRA~INGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL
~ORK.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE
ROUGHING. THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES ~ITH EQUAL
SPECIFICATIONS.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C, EQUIPMENT
AND THEIR LOADS ~ITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING-IN, TO PROVIDE PO~ER AND
~IRING CONTROL LAYOUT, ANY DISCREPANCIES IN THE ACTUAL H.V,A.C. LOAD SHALL BE CORRECTED
BEFORE ROUGHING- IN.
ALL ~ORK SHALL BE DONE IN ACCORDANCE ~ITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL
CODE AND SHALL COMPL Y ~ITH ALL LOCAL CODES AND ORDINANCES..
UNlESS OTHER~ISE NOTED MINIMUM SIZE ~IRE SHALL BE 1t14 A~G EXCLUDING CONTROL ~IRING.
UNLESS OTHER~ISE NOTED, ALL CONDUCTORS SHALL BE COPPER ~ITH 'T~' INSULATION FOR SIZE UO
AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE 'TH~' INSULATION ALL CONDUCTORS #8 AND
LARGER SHALL BE STRANDED.
ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE.
ALL ~ORK SHALL BE COORDINATED ~ITH OTHER TRADES TO AVOID INTERFERENCE ~ITH THE PROGRESS OF
CONSTRUCTION.
SMOKE DETECTORS SHALL BE HARD ~IRED <110 VOLTS TYPE) TO A NON-S~ITCHABlE KITCHEN DR
BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT
CIRCUIT INTERRUPTER.
ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1999 NEC.
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05-115-02
SCALE :
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AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
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ENG~NEER~NG, P.A.
SHEET DESCRIPTlON :
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TRUS6 JOINT UPL 1FT CONN. FASTENER6u
TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTI-IER TRUS6 BRG. CONNECTION6 ARE 61MPSON MET A20 OR EQUAL
FOR MASONRY: 61MP60N 1-110 FOR FRAME: . ~US2~ FOR ~UNG TRUS6E6
ON GIRDERS UNLE6S OTI-IERUJI6E NOTED.
TI-IE5E TRUSS UPLIFT VALUES ARE LESS TI-IAN CONNECTION CAPACITY.
MASONRY META20 1 1500 14-10d X 1'/2'
TIMBER 1-110 I 850 16-8d X 1v2'
I-IUNG I-IUS26 1 1286 20-10d X 3'
USP
TRU66 JOINT UPL 1FT CONN. FA6TENER6u
TYPE LOCATION ( L B5) CONNECTION QTY. CAPAcIT"( PER CONN.
NOTE: ALL OTI-lER TRU66 BRG. CONNECTION6 ARE USP HTA20-18 OR EQUAL
FOR MA50NRY: USP I-IC10 FOR FRAME: . TI-lD26 FOR I-IUNG TRUS6E6
ON GIRDERS UNLES6 OTI-IERWISE NOTED.
TI-IE6E TRUSS UPLIFT VALUES ARE LE66 TI-IAN CONNECTION CAPACITY.
MA50NR"( I-IT A20-18 1 1500 14-10d X 1'/2 I
TIMBER I-IC 1 0 1 ~50 18-10d X lv2'
I-IUNG TI-ID26 1 \520 18-16d X 3v2'
Double connectors to be placed cHa9onall~ to each other.
Do not drive nails through the truss plate on the oppo51te side of the truss
whIch could force the plate off the tru55.
.u Mounted vertlcall~
..
LATEST DATE : IN PROCESS DESCRIPTlON :
REVISION DATE:
09/16/04
STRONGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRONGBACK LETTER
IN ENG, PACK)
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DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT HIB-91
30' Span
REFER TO HIB-91
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
Insist crane operator sets truss thiS way.
o 6AMUEL A. GREEN6ERG, P E. ~424S
o THUY t-4. I-IU"(NI-I, PE. -~~ln
o IRWIN J. BEN60N, PE. -4<a1S8
o ALl ABBAS HAKIM, PE. liS~18~
TO 1l-f BEST CK 1l1E 8ijIt-HR'5 ~ /tV 6El.IEF, 1l1E
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A..ORIDA eulLDm croE, 6ECTICN 1~~ FOR 12" M.PJ.t 3 6ECCW
GUOT, E>:W.JRf '6' WIND Za-E (2001 EDiTICW.
11415 DRAUJm /tV DE51GN 15 Y~ID FOR 12 t"Ct11145 AfTER 1l1E
DATE 15 51GNED /tV 6EALED.
SK"HD /tV 6EALED FOR 1l1E 5IRJCTlJRAL PORT1CN CK 'fl.l15
DRAUJm 011. Y.
ROOF FRAMING NOTE6:
l. 6EE 6t-4EET 63.1 FOR 6HINGLE INFORMATION
AND IN6T ALLATION IN6TRUCTION6
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SCALE :
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FOR MA50NRY: U5P I-IC10 FOR FRAME: 4 TI-ID26 FOR I-IUNG TRU56E6
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LATEST DATE:
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REVISION DATE:
09/16/04
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Truss must be set this way if crane used,
Truss is an example, your truss may not match.
Insist crane operator sets truss thiS way.
o 6AMUEL A. GREEN6ERG, P.E. ~424S
o THUY H. HU"(NI-I, F E. ~l2?ln
o IRWIN J. BEN50N, F E. -4~lS8
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DATE :
05-115-02
SCALE:
AS NOTED
DRAWN BY :
!BOLIL VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANS CO
ENG~NEER~NG, P.A.
SHEET DESCRIPllON :
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09/16/04
SIMPSON
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TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTI-IER TRUS6 BRG. CONNECTION6 ARE 61MP60N META20 OR EQUAL
FOR MA60NRY: 61MP60N 1-110 FOR FRAME: 4 I-IUS2~ FOR I-IUNG TRUS5E6
ON GIRDERS UNLE66 OTI-IERWI6E NOTED.
TI-IE6E TRUS6 UPLIFT VALUE6 ARE LES6 TI-IAN CONNECTION CAPACITY.
MASONR"( META20 1 1500 14-10d >< 1'/2'
TIMBER 1-110 I 850 1~-8d >< IV2'
I-IUNG I-IUS2~ 1 128~ 20-10d x 3'
USP
TRUSS JOINT UPL 1FT CONN. FASTENER6u
TYPE LOCATION (L BS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTI-IER TRUSS BRG. CONNECTIONS ARE U5P I-ITA20-18 OR EQUAL
FOR MASONRY: USP I-IC10 FOR FRAME: 4 TI-ID26 FOR I-IUNG TRUS6E6
ON GIRDERS UNLE66 OTI-IERW!6E NOTED.
Tt-iE6E TRU66 UPLIFT vALUE6 ARE LE66 Tt-iAN CONNECTION CAPACITY.
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TIMBER I-IC 10 I <350 18-10d>< 1'/2'
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D 5AMUEL A. GREEN6ER6, FE. 113424S
D THUY ~. I-IUYNH, FE. ~0122
D IRWIN J. 6EN50N, FE. -4~lS8
D All A66A5 ~AKIM, FE. l4S6>186>
TO mE 6E$T Cf Tl-f ~mR'5 KNO.!lElXC /W 6El./a=, Tl-f
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DATE :
05-1]5-02
SCALE :
AS NOTED
DRAWN BY :
~~ILIL VANCE
AUTOCAD ~LE NAME
1]827
ENGINEER OF RECORD :
DANSCO
ENGINEER~NG, P.A.
SHEET DESCRIPTlON :
ROOIF IFRAMING
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S TRue TURAL NOTES
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I.
SPECIFICATIONS
3, DESIGN METHOD
I. I.
CONSTRUCTION:
I. I. I.
I. 1.2.
i. 1.3.
I. 1.4.
I. 1.5.
I. I. o.
I. 1.1.
3. I.
ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, IIASCE O/TMS 602-'1'1
SPECIFICATIONS FOR MASONRY STRLlGllJRES.
ASTM CZI0-"12, C416-"1I, AND 0:10-'10 SPECIFICATIONS FOR MASONRY STRUCllJRES
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYINS SUPPLEMENTS.
FLORIDA BUILDING CODE (FBC) , 2001 EDITION
"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESIGN", BY THE AMERICAN
iNSTlllJTE OF STEEL CONSTRUCTION, (AISC) qTH EDITION.
3.2.
3.3.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
TRUSS PLATE INSTlllJTE (TPI) 1'1'15 EDITION.
1.2. DESIGN:
1.2. I.
1.2.2.
1.2.3.
1.2.4.
1.2.5.
1.2.6.
ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, IIASCE 6/TMS 002-'1'1
SPECIFICATIONS FOR MASONRY STRLlGllJRES.
ASTM C210-'12, C416-'1I, AND 010-'10 SPECIFICATIONS FOR MASONRY STRUCllJRES
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDiTION, AND ALL
ACCOMPANYiNG SUPPLEMENTS.
PL YHOOD DESI&N SPECIFICATiONS (APA)
FLORIDA BUILDING CODE (FBC) , 2001 EDITION
3.4.
LOAD FACTOR DESIGN:
3. I. I,
4.4.
rHE LOAD FACTOR DESIGN MElHOD HAS USED TO DESIGN:
CAST-IN-PLACE CONCRETE SLABS AND FOOTINGS
SERVICE LOAD DESIGN:
3.2. I.
IHE SERVICE LOAD DESIGN METHOD HAS USED TO DESIGN:
MASONRY HALLS AND LINTELS
INTERIOR AND EXTERIOR HOOD FRAMING AND S\-1EArHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
LOAD COMBINATIONS FOR LFRD DESIGNS:
3.3. I.
3.3.2.
rHE FOLLOHING LOAD COMBINATIONS HERE DESIGNED FOR:
Tor AL DL + FLOOR LL + ROOF LL
rOT AL DL + FLOOR LL + HL
TOTAL DL + HL
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE HORST LOAD
COMBINATION RESULTING IN THE MAxiMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
DESIGN ASSUMPTIONS :
3.4. I.
ALL FOUND A TIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS
SHOHN On-tERHISE IN THE DESIGN PLANS.
4. MATERIALS
1.3. SHOP DRAHINGS :
4. I.
1.3. I.
1.3.2.
i. 3. 3.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OT\-1ERS
DURING T\-1E PREPARATION OF SHOP DRAHINGS NITHOUT NRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
ALL SHOP DRAHINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR ro
IHE COMMENCEMENT OF CONSTRUCTION.
ALL ROOF AND FLOOR TRUSS SHOP DRAHINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND
BEARiNG POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2. I.
2.2.
2.3.
2.4.
2.5.
DEAD LOADS:
2. I. I.
2. 1.2.
2. 1.3.
2. 1.4.
2. 1.5.
2. 1.6.
2. 1.1.
2. 1.8.
2. I. '1.
2.!. to.
UNIT HEIGHT OF SOIL, COMPACTED:
UNIT HEIGHT OF REINFORCED CONCRETE :
UNIT HEIGHT OF 8" C.M.U. BLOCK:
1ST FLOOR SUPERIMPOSED LOAD:
UNIT HEIGHT OF 2x4 PARTITION HALLS:
UNlr HEIGHT OF 2x6 BEARING HALLS:
BALCONIES ~ DECKS:
TILE ROOF
TOP CHORD :
BOTTOM CHORD :
SHINGLE ROOF
TOP CHORD :
BOTTOM CHORD :
FLOOR TRUSSES
120 PCF
150 PCF
40 PSF
20 PSF
II PSF
12 PSF
15 PSF
4.2.
15 PSF
10 PSF
IPSF
10 PSF
15
LIVE LOADS :
2.2. I.
2.2.2.
2.2.3.
2.2.4.
2.2.5.
2,2.6.
2.2.1.
2.2.8.
2.2. '1.
SIDEHALK AND DRlVErlAY LOAD:
GARAGE LOADS:
CORRIDORS AND BATHROOMS:
PARTITIONED ROOMS:
BALCONY AND DECKS :
STAIRHAYS AND LANDINGS:
ROOF:
FLOOR TRUSS
TOP CHORD MINIMUM:
200 PSF
50 PSF
80 PSF
40 PSF
40 PSF
40 PSF
20 PSF
40 PSF
ROOF TRUSS
TOP CHORD MiNIMUM:
20 PSF
RAILING LOADS:
2. 3. I.
2.3.2.
2.3.3.
2.3.4.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO NITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAiliNG.
ALL RAIL,NG AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED v'ERTICALL Y DONNWARD AT THE TOP OF IHE GUARDRAIL
GUARDRAIL SYSTEM SHALL BE DESIGNED ro NITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPliED ON I SO. FT. AT ANY POiNT IN THE SYSTEM.
2.3.1., 2.3.2 ~ 2.3.3. ARE NOT REQUIRED TO BE APPliED SIMUL TANEOUSL Y, BUT EACH
4.3.
HIND LOADS:
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4. I.
2.4.2.
NIND DESIGN TO BE CONDLlGTED IN ACCORDANCE NITH SECT. 1606 OF THE
FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST,
EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING.
NET UPLIFT DEAD LOADS - iO PSF SHINGLE, 15 PSF TILE
DEFLECTIONS:
2.6. I.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
4.5.
REINFORCING STEEL:
4. I. I.
4. 1.2.
4. 1.3.
4. 1.4.
4. 1.5.
4. I. O.
4. 1.1.
4. 1.8.
REINFORCING STEEL SHALL BE ASTM A615-q4 GRADE 40, f'~ :: 40 Ksl
LAP SPLICE SHALL BE AS FOLLONS: ~5 BAR 25", 1*4 BAR 20", 1*3 BAR i5".
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT NHERE IHE COv'ER DiMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
REINFORCING DETAIL DiMENSIONS ARE OUT ro OUT OF BARS.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD .
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINsr EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT ExPOSED:
GROUT FILLED MASONRY:
PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) :
PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) :
HELD ED NIRE FABRIC (Ir-lHP): ASTM AI85-qOa.
DETAIL REiNFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITiON.
3"
2"
I 1/2"
3/4"
I 1/2"
I 1/2"
CONCRETE :
4.2. I.
4.2.2.
4.2.3.
4.2.4.
4.2.5.
4.2.6.
4.2.1.
CONCRETE TYPE
MODULES OF
MIN. 28 DAY ELASTICITY
DESIGN (f'G) DESI&N (E)
4.6.
C-I-P CONCRETE (NORMAL HEIGHT)
2,850 Ksl
2,850 Ksl
2,500 Psi
C-I-P GROUT
PRE CAST CONCRETE LINTELS
PRE STRESSED CONCRETE LINTELS
2,500 Psi
3.000 Psi
3,122 Ksl
5,000 Psi
4.030 Ksl
CONCRETE SHALL CONSIST OF I" MAXIMUM AGGRE6ATE CONCRETE MIX NITH SLUMP
BETV-IEEN 6' AND 1" AT TIM!: OF PLACEMENT. SEE SPECIFiCATIONS FOR ADDITIONAL
CRITERIA.
6ROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
NITH SLUMP BETV-IEEN 8" AND 10" Ar TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4. 1.
CONSTRUCTION JOINTS HILL BE PERMITTED
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAYS ~ DRIVEHAYS) :
3 1/2" MIN. THICKNESS HI MIN. REINF0RCEMENT OF 6.0 x 6.0 HI 1.4 x 1.4 Ir-lHF @
MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. Ir-lHF @ CONTRACTORS DISCRETION.
CONCRETE PLACEMENr PRACTICES SHALL BE IN ACCORDANCE HI ALL
ACI- MCP 1'1'1'1 STANDARDS.
CONCRETE MASONRY :
4.3. I.
4.3.2.
4.3.3.
4.3.4.
4.3.5.
4.3.6.
4.3.1.
FILLED CELLS HI (I) 1*5 BAR SHALL BE LOCATED @ 8'-.0" O.C. MAX, @ BOTH SIDES
OF OPENINGS 6'-0" NIDE OR MORE, @ IHE HIGH SIDE OF ALL MASONRY HALL
STEPS, ~ @ ALL CHANGES IN DIRECTION OF IHE MASONRY HALLS.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM CqO-qO, TYPE II
NON-MOISllJRE CONTROLLED.
ALL CELLS t CAVITIES BELOH GRADE NILL BE FILLED HI CONCRETE IN ALL
STEM HALLS.
THE AGGREGATE STRENGTH OF IHE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
METHOD OF CONCRETE MASONRY PLACEMENr AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE NITH THE SPECIFICATIONS AS STATED.
MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRLlGTION.
LINTELS SUPPLIED BY APPROVED MANUFACllJRER:
I) FECP/CAST-CRETE CORPORATION
2) POrlER CONCRETE
3) ALLIED PRECAST
4) LOTT
5) MARION MASONRY
6) NIEKHA
S TRUC TURAL LUMBER :
4. 4. 1.2. ALL FRAME HALLS TO BE CONSTRIJCTED USING SP.F. ,
SllJD QUALITY OR BETTER
4.4.2. ALL PL YHOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED SHEATHING EXP I U.N.O.
4.4.3. ALL PL Y0l00D USED FOR INTERIOR APPLICATIONS SLIGH AS SUB FLOORING AND
SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.o.
4. 4. 4. IF OSB BOARD IS ro BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERrIES.
4.4. 5. ONLY STRLlGllJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
CONTACT NITH CONCRETE IS TO RECEIVE A SrANDARD GRADE PRESSURE TREATING.
4.4. O. NHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON IHE PLANS THE
MANUFACllJRER IS TO SUBMIT SHOP DRAHINGS TO THE ENGINEER OF RECORD.
4.4.1. DESIGN, FABRICATE AND EREcr NOOD TRUSSES IN ACCORDANCE NITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
ANSI/TPI 1-1'1'15, HIB-ql AND QSr-88.
4.4.8. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT NITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED Ar BEARING LOCATIONS HITHOUT NOODEN TOP PLATES.
4.4. q. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" ST1JC.CO FINISH PER ASTM C. '126.
APPLY 3 LAYERS HI THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
EACH, AND 3RD LAYER 1/8" THICK.
4.4.1.1.
4.8.
SOIL:
INTERIOR LOAD BEARING HALLS SF.F., fb :: 615 PSI, E :: 1200 Ksl
ALL EXTERIOR FRAMING SF.F., fb = 615 PSI, E = 1200 Ksl
4.8. I.
4. B. 2.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMITES PER FBC 2001 SECTIONS
104.2.0, 104.2.1, 1403.1.0, 1503.4.4, 1810, 1"116.1.5, 2303.1.4, ~ 2304.
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
. Soil ChemlGal Barrier Method
. Other treatment - Must speclf~ proposed method and submit dOGumentatlon, NhlGh
substantiates the proposed method, is an approved termite protedlon s~stem or method.
IF CHEMICAL SOIL TERMITE TREATMENT IS USED
I.
FOC 104.2.0 - "A permanent sign NhiGh Identifies the termite treatment provider
and need for re-Inspedlon and treatment Gontrad reneNal sholl be provided.
Tlte sign sholl be posted near the Nater heater or eledrlc panel"
FBC 1503.4.4 - Condensate and roof dONnspouts sholl discharge at least
I '-0" aNa~ from the building side Nalls.
FBC 1503.4.4 - Irrigation/sprinkler s~stems Inclvdlng 011 risers and
spray heads shall not be Installed Nithin 1'-0" of the building side Noll.
FOC 1403.1.0 - To provide for Inspedlon for termite Infestation, betNeen
Noll Goverlng and I'lnal earth grade shall not be less than 0 Inches.
EXGeptlon: Paint or deGoratlve Gementitlovs finish less than 5/8"
thlc.k adnered dlrectl~ to the fovndatlon Noll.
FOC 1810.1.1 - Initial tr eatment sholl be done after all eXGavatlon
and baGkfll1 Is Gomplete.
FBC 1816.1.2 - Soil dlstvrbed after the Initial treatment shall be retreated
Inclvdlng spaGes boxed or formed.
FOC 1816.1,3 - Boxed areas In Goncrete floors for subseqvent Installation of traps,
etc., shall be mode Nlth permanent metal or plastlG forms. Permanent forms mvst be
of 0 size and depth that NIII eliminate the dlstvr'oance of sol\ after the Initial treatment.
FOC 1816.1.4 - Mlnimvm 6 mil vapor retarder mvst be Installed to proted against
rainfall dllvtlon. If rainfall OCGvrs before vapor retarder placement,
retreatment Is reqvlred.
FOC IBI6.1.5 - Concrete overpovr and mortar along the fovndatlon perimeter
mvst be removed before exterior soil treatment.
2.
3.
4.
5.
6.
1.
FASTENERS AND TIE DOHNS :
4.5. I.
4.5.2.
4.5.3.
4.5.4.
4.5.5.
4.5.6.
4.5.1.
4.5.8.
8.
FASTENERS AND TIE DOHNS SHALL CONSISr OF BUT ARE NOT LIMITED TO :
SHAPES, ANGLES, CHANNELS: ASTM A36-36M '14 F':j :: 36 KsI
ROUND METAL PIPE: ASTM A53-q4, GRADE B F':j = 35 Ksl
SQUARE METAL llJBING : ASTM A500-Cj4, GRADE B F~ = 46Ksl
HIGH STRENGTH BOLTS: ASTM A325-q4
MACHINE BOLTS: GALVANIZED ASTM A301-q4
SHEET METAL ACCESSORIES St-jALL CONFORM TO : ~ = 33KsIHITH GClO
GALVANIZED COATING IN ACCORDANCE HITH ASTM A525-81.
NAILS SHALL CONSIST OF : COMMON HIRE NAILS NITH MINIMUM DIAMETER AS
FOLLOHS : 8d = 0.113", 10d = 0.128", 12d = 0.128", 16d :: 0.135".
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATING BY MANUFACllJRER
PRIOR TO INSTALLATION.
ALL FASTENERS AND TIE DOWNS ARE ro PROViDE THE UPliFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
ALL FASTENER TIE DONNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSrALLED IN ACCORDANCE NITH THE PLANS AND
SPECIFICATIONS.
CONCRETE EMBEDDED 'J' BOLTS USED FOR UPliFT ARE ro BE HEr SET PRIOR TO
INITIAL SET OF IHE CONCRETE, SPACIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
NITH IHE DESIGN PLANS, U.N.o. AL TERNA TES TO "J" BOLTS ARE NOTED ON PLANS.
CONCRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR ro PLACING GROUr.
"1.
10. FBC 1816.1.6 - Soil treatment mvst be applied vnder all exterior Gonaete
or grade Nithin 1'-0" of the strvctvre sldeNalls.
II. FBC 1816.1.0 - An exterior vertical chemlGa I barrier mvst be installed after
Gonstrvdlon Is Gomplete, InGlvdlng landscaping and Irrigation. An~ soil dlstvrbed
after the vertiGo I 'oarrler is applied, shall be retreated,
12. FOC 1810.1.1 - All buildings are reqvired to hove pre-constrvGtlon treatment.
13. FBC 1816.1.1 - A GertlflGate of Gompllance mvst be Issved to the bvildlng department
b4 a IIGensed pest control company before 0 certlflc.ate of occ.vpanc.':j Nill be Issved.
The Gertiflcate of Gompllance shall state: "Tlte bvildlng has received 0 Gomplete
treatment for the prevention of subterranean termites. Tlte treatment Is In
aGGordance Nlth the rvles and IONS of the Florida Department of AgrlGvltvre
and Consvmer ServIGes".
14. FBC 2303.1.3 - After 011 Nork Is Gompleted, loose Nood and fill mvst be removed
from beloN and Nlthln 1'-0" of the building. Tltis inGlvdes all grade stokes,
tvb trap boxes, forms, shoring or other Gellvlose Gontalning material.
15. FOC 2303.1.4 - No Nood, vegetation, stvmps, Gardooard, trash, etc.,
shall be burled Hithln 15'-0" of an~ building or proposed building.
4.8.3.
SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY
ASTM D 1551-'11
MICRO-LAM LUMBER:
4.6. I.
STEEL:
4.1. I.
4.1.2.
4.1.3.
4.1.4.
4.1.5.
4.1.6.
4.1.1.
MICRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES,
E = 2,000,000 PSI
Fb = 2,'150 PSI
Ft = 1,850 PSI
FG = 500 PSI (PERPENDICULAR)
FG = 2,100 (PARALLEL)
Fv = 285 PSI
ATTENTION: C~EMICAL C~ANGES IN FRESSURE TREATED WOODS
A5 OF DECEMBER 315T, 2003, Ct-iROMATED COPPER AR5ENATE (CCA-C)
WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER U6E. SEVERAL NEW PRE6SURE TREATED WOOD AL TERNATlvE6
t-iAvE BEEN CREATED TO REPLACE CCA-C. MANY OF Tt-iE NEW PRE6SURE
TREATED WOOD5 U5E Ct-iEMICAL5 Tt-iAT ARE CORR051vE TO 5TEEL. IT 15
T~E CONTRACTOR'5 RE5PON51BILITY TO VERIFY T~E TYPE OF WOOD
TREATMENT AND TO 5ELECT AFPROPRIATE CONNECTOR5 Tt-iAT RE51ST
CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
t-iOT-DIPPED GALvANIZED OR STAINLE66 STEEL FASTENER6. DOT 50DIUM
BORATE (66X) DOE5 NOT.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
FABRICATE AND ERECT ALL STRUCllJRAL STEEL IN ACCORDANCE NITH A.15.C.
"SPECIFICATION FOR IHE DESIGN, FABRICATION, AND ERECTION OF STRUCllJRAL
STEEL FOR BUILDINGS".
STRUCllJRAL STEEL: ASTM A36-36M '14.
STEEL 1lJBING: ASTM A500-q4, GRADE B.
HELDED CONNECTIONS: ElOXX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16", AHS
CERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQlJESr.
HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
PLATES ON EACH SIDE OF IHE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE 1lJBE COLUMN.
THE STEEL FRAME is "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACrOR UNTIL REQUIRED CONNECTIONS OR
ELEMENTS ARE IN PLACE.
D SAMUEL A. GREENBERG, F.E. t3424S
D T14UY 14. 14UYNH FE. '60122
D IRWIN J. BEN60N, F.E. '4~1S8
DALI ABBAS J-IAKIM, FE. t1S~18~
TO THe eeeT C4= THe ENQINEER'e KNOUlEOOE AND 6E1.IEF, THe
e~T\.lAAL Ft..ANe AND e.t=1:CIFICATI~e COMFL Y WIn4 THe
FL~IOA eu'LOI~ CODE, eeCTI~ 16'* FOR 120 MPH 3 eeca.lO
GOeT, ~ '6' WIND Z~ (2001 EPlTICW.
n4le DAA.UI~ AND DEelGN Ie VALID FOR 12 M041l1e ~R THe
DATE IT Ie elGNED AND eeALED.
elC:lNEO MID eeALEO FOR 11-lE eTR.IC1\lRAL FORTl~ cK THle
DAA.UI~ a.Il Y.
ill REVISED 08-15-03
& CREAlID 01-02-02
MPH
GUST
D E DAN5CO
ENGINEERING, FA
P.o. I!!SO)( ~ - APOLLO eeACW - FL~A - >>&"12
fIIWGM! - (eG) 64 "... flAX - (eG) 64 ._
... ~..__ f(;\ niESE DRAI'tlNGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING. P.A, AND niE
&IiiiI' '"tV"" '0'QlENT ON nilS PROJECT. ANY REPROlXJCIlON OR UNAUTI10RIZED USE IS PROHIBITED. - 2003
3
120
SEC.
lENNAR ~6
TAtPA DM6ICN
B.v.
N:/BLOCKS/STD 2001
6TFaJCTURAl NOTE6 ~ET
DE JOB NO. PM - 5021 eNI
S TRue TURAL NOTES
COMPONENT ~ CLADDING DESIGN PRESSURE
(120 MPH, 3 SEC. 6IJST, 2.1/12 TO 0.'1/12 PITCH, EXPOSURE 5, IMPORTANCE FACTOR: I)
(PSF)
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBC 2405.2.1)
TRIBUTARY AREA ROOF HALL
(FT' )
(GCpl = +/- IB) (GCpl = +/- IB)
[0 14.'1 -50.1 25.'1 -34.1
20 13.0 -45.4 24.1 -32.4
50 11.'1 -3'1.3 23.2 -2'1.3
100 10.5 -34.1 22.0 -20.'1
125 10.5 -34.1 2[.1 -20.2
2405.1 Generol. Indlvlduol glozed oreos Including gloss mirrors In hozordous locotions
such 05 those indicoted In 2405.2 sho[1 poss the test requirements of cpsc. 10-CfR,
Port /201 or b~ comporotlve test sholl be proven to produce or leost equlvolent performonces.
Exceptions:
I. Polished Hire g[oss instolled In fire doors, fire HindoHs and vieH ponels in fire reslstont
Ho[ls and hozordous locotlons In 2405.2.1(3) and 2405.2.1(4) sho[1 comp[~ Hith ANSI Zcr7.I.
2. Approved plostlc moterio[s used 05 glozing in hozordous locotlons sho[1 compl~ Hith ANSI Zq-t.I.
NOTES: I fOR EffECTIVE AREAS OR HIND SPEEDS BETHEEN THOSE GIVEN ABOVE, THE
LOAD MAY BE INTERPOLATED, OTHERHISE USE THE LOAD ASSOCIATED HITH
THE LOHER EffECTIVE AREA.
2 TABLE VALUES SHALL BE ADJUSTED fOR HEIGHT AND EXPOSURE BY
MULTIPLYING BY ADJUSTMENT COEfFICIENTS IN TABLE 1000.2D OF THE FLORIDA
BUILDING CODE 2001.
3 PLUS AND M[NUS SIGNS SIGNIFY PRESSURES ACTING TO HARD AND AWAY fROM
THE BUILDING SURFACES.
2405.2 Hozordous Locotlons
2405.2.1 111e folloHlng sholl be considered specific hozordous locations for the purpose
of glozing:
I.
Glozing in sHinging doors ond fixed and sliding ponels of s[lding
(potio) door ossemblles.
2.
Glozlnq in doors and Holls of enclosures for hot tvOs, Hhirloools,
sounoS'; steom rooms, bothtubs, shoNers qnd oth€(r such foc![itles
Nhere such qlozinq 15 locoted 30 Inches ('114 mm) or less,
meosured hC1rlzonroll~, from 0 stondlng or No[klng surfoce Nlthln
the enclosure ond Nhere the bottom edqe of the exposed glOZing is
less thon 00 Inches (1524 mm), meosureD vertiGO [II:!, above such
stondlng or Nolklng surfoce.
PRECAST LINTEL
SAFE GRAVITY LOAD TABLE
LENGTH
SAFE LOAD - POUNDS PER LINEAR FOOT
UNFILLED FILLED
3.
Glozing In on individual fixed or operoble ponel od locent to 0 door
Hhere the nearest verticol edge Is Nithin 0 24-inCn (010 mm)
rod Ius of the door In 0 closed position and Noose bottom edqe 15
less thon 60 Inches (1524 mm) above the floor or Nolklng surtoce.
6,861
6,039
4,657
3,662
3,241
2.718
2,332
2,040
1,529
1,392
1,234
1,140
1,073
1,003
1,370
1,203
950
750
610
570
470
2'-10" (34") PRECAST
3'-6" (42") PRECAST
4'-0" (48") PRECAST
4'-6" (54") PRECAST
5'-4" (64") PRECAST
5'-10"(64") PRECAST
6'-6" (78") PRECAST
7'-6" (90") PRECAST
9'-4" (112") PRECAST
10' -6" (126") PRECAST
11'-4" (136") PRECAST
12'-0" (144") PRECAST
13'-4" (160") PRECAST
14'-0" (168") PRECAST
14'-8" (176") PRE STRESSED
15'-4" (184") PRE STRESSED
17'-4" (206") PRE STRESSED
19'-4" (232") PRE STRESSED
21'-4" (252") PRE STRESSED
22' -0" (264") PRE STRESSED
24'-0" (288") PRE STRESSED
2302
2302
2,029
1,624
1,184
972
937
767
573
456
445
414
362
338
N.R.
N.R.
N.R.
N.R.
N.R.
N.R.
N.R.
Exception:
I. Glozlnq in Ho[ls perpendlculor to the plone of the door In 0 closed position in 6r'oup R3
or Hitfiln dNe[ling units in 6r'oup R2 sho[1 be subject to 2405.2.1(4).
4 Glozlnq in on indlvlduol fixed or op'erob[e oonel, other thon those
. locotlO'ns described in items 2 onel 3 obove, thot meets 011 of the
folloHing conditions:
4.1 Exposea ore20 of on indlviduol pone greoter thon '1 sq. ft.
(0.84.m )
4.2 Bottom edge less thon IB Inches (451 mm) obove the floor.
4.3 Top edge greoter thon 30 Inches ('114 mm) obove the floor.
4.4 One or more Holklng surfoces Nlthln 30 Inches ('114 mm)
horlzontoll:! of the plone of the glozing.
5. All glozing in rolllngs regordless of oreo or height obove 0 Holklng
surfoces Including structurol boluster ponels ond non structurol in-
fi[ls ponels.
6. Glozing in Hol[s and fences enclosing indoor ond outdoor sNimming pools and
spos Nhere the bottom exposed edge of the glozing 15: (I) less thon 00 Inches
(1525 mm) obove the Nolking surfoce on the pool side of the glozing, and (2)
the glOZing is Nithin 60 inches (1525 mm) horizontoll~ of the Noler's edge of 0
SHimming pool or spo. 111is sholl oppl~ to single glozing and 011 pones in
multiple glozing.
~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS.
~ PRECAST LINTELS MAYBE SUPPLIED ONLY BY APPROVED
PRECAST MANUFACTURERS. (SEE SECT 4.3)
~ FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE
THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL.
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A)
B)
GLASS BLOCK INSTALLATlON PERFORMED IN ACCORDANCE 'MTH FBC
COVER SILL AREA 'MTH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT 'MDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "s" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSmON. (PLACE
A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO POSmON.) DO NOT
REALIGN, TAP, OR OTHER'MSE MOVE BLOCK AFTER INITlAL PLACEMENT. FOR SOLID GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIA TEL Y ABOVE AND BELOW ALL OPENINGS 'MTHIN PANELS. (THE SAME SPACING
SHALL APPLY TO PANEL ANCHORS 'M1EN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
LAP REINFORCING NOT LESS THAN 6 INCHES 'M1ENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
* PRESS PANEL REINFORCING INTO PLACE.
* COVER PANEL REINFORCING 'MTH UPPER HALF OF MORTAR BED AND TROWEL
SMOOTH. DO NO FURROW.
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT 'MDTH.
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
STRIKE JOINTS SMOOTH WHILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS 'MTH MORTAR.)
9 9Q, PANEL
REINFORCING
(EVERY OTHER ~ .
COURSE) I A
/ .,~~ ~EXPANSmN STRIP
.':', . ~~:.:.:: l """
~~'::::::::'" ,'.... ::::~::: ~SEALANT
r:,::){H ~ ./:n/ <::~~m~
~m~H~m~r ~ ;~;:~::~:;~H\ H~~;;:. .
:;:;::::;::., ?mm~~ ;::;:;:::;:. . 6' MIN.
~;;:<:::;: nn;~;~;n~~ ;~;;;::., LAP SPLICE
/ ..:,....'..,.: ,....':,. PANEL
::::;:::::::: :::::.' 6' MIN
~~~~@~~li1 :,' LAP SPLICE
:::::;r
r -SEALANT NOTE.
; SEE GLASS BLOCK
INST ALLA nON NOTES,
GLASS BLOCK DETAIL
I)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTlON. LEAVE SPACE FOR SEALING.
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE 'MTH THE
MANUFACTURER'S APPLlCATlON MANUAL AND INSTRUCTlONS.
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR 'MND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDAllONS FOR
INSTALLATlON OF GLASS BLOCK.
J)
C)
D)
K)
20 QQ. PANEL
ANCHOR
~EXPANSICN STRIP
.....1/4. EXPANSION
BOl T (2 PER
ANCHOR)
E)
F)
G)
H)
* (110mph FASTEST WIND= 130MPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE UNE
+ +
+
+ +
+
+ +
+
"
+ + + + + + + + +.
+ + + + + + + + ~
+ + + + + + + + +.1
+ + + + + + + + ~
+
+ +
+
+ +
+
+ +
, j
~
oJ
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
"
/ \... 6'-0' (TYP.)
/ :::' :::'<~
+ + + +
+ + +
" + + + +
+ + + + ~+ + +. + + + + + + ~+ + + + +
+++++ ++ cr +++++++ +++++
+++++ +++<.0 +++++++ +++++
+ + + ,,+ + '\.+ + + + + + ..L...L.
" ~IDGE UNE
120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE
Sd COMMON NAILS @ 6" O.C. & Sd COMMON NAILS @ 6" O.C. EDGES &
4" O.C. @ GABLE END WALL OR GABLE TRUSS Sd COMMON NAILS @ 12" O.C. INTERMEDIATE
.131~X2 .1/2" LONG GUNNAIL.@ 4" O.C. .131~X2 1/2" LONG GUNNAIL @ 4" O.C.
.120~X3 LONG GUNNAIL @ 4 O.C. EDGES & 8" 0 C INTERMEDIATE
.113~X2" LON.G GUNNAIL @ 3. O.C~ .120~X3" LONG GU'NNAIL @ 4. O.C.
.099~X2 1/4 LONG GUNNAIL @ 3 O.C. EDGES & 8" O.C. INTERMEDIATE
.113~X2. LONG GUNNAIL @ 3" O.C. EDGES
(STAGGERED) & S" O.C. INTERMEDIATE
.099~X2 1/4. LONG GUNNAIL @ 3" O.C.
EDGES & 6" O.C. INTERMEDIATE
6'-0"
6'-0"
/
+ +
+
+ +
+
+ +
+
+ +
+
+ +
+
/
/
+
+ +
+
~ + +
ro +
<3 + +
+
+ +
+
+ +
~
~
D
NOTE; 1) SEE S1RUCl1JRAL NOlES FOR SHEA n-uNG SPECIFIC A llONS AND W1ND SPEED.
2) END JOINTS OF ll1E ROOF SHEAll1lNG SHALL
BE STAGGERED AND OCCUR O'vrR FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEA 1l11NG IS F ASlENED DIRECll.. Y TO SOUll1ERN YELLOW PINE OR DOUGLAS
FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CON1RACTOR MUST
CONT ACT DANSCO ENGINEERING, P.A. FOR ALlERNA lE FOR NAIUNG PATTERN.
D SAMUEL A. GREENBERG, P.E. 4f3424S
D T~UY ~. ~UYNH, PE. -60122
D IRWIN J. BENSON, P.E. -49158
D All ABBAS ~AKIM, P.E. ~6186
TO Tl-tE BE5T OF TI4E ENG:INEER'5 KNOlLED6E .AND BELief, Tl-tE
5TRUCTURAL PLAl\I5 Al\ID 5PECIFICAT!ON5 COMPLY wlm Tl-tE
FLORIDA BUILDING CODE, OECTION 1~0~ FOR 120 MPI4 3 OEeOND
GU5T, EXPOOURE 'B' UJIND ZONE (2001 EDITION).
ml5 DRAWING Al\ID DE51GN 15 VALID FOR 12 MONm5 AFTER Tl-tE
DATE IT 15 51GNeD AND OEALED,
5IGNED.AND 5EALED FOR Tl-tE 5TRUCTURAL PORTION OF T1415
DRAWING ONLY.
r
DE
"'
D ANSCO
ENGINEERING, FA.
p.o. eox ~ - APOLLO eEACA4 - FLORIDA - 33912
~ - (813) 645 0166 FAX - (813) 645 ~cae
E6 "fal'" t('\ 111ESE DRAI'l1NGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND 111E
""l'WI' JC;' ~CUENT ON 1111S PRO.1:CT. ANY REPRODUCnON OR UNAU1110RlZED USE IS PROHIBITED - 2003
ffi CREATED 01-02-02
3
120
SEe,
MPH
GUST
NOTE: IT IS THE CON1RACTORS RESPONSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION
BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCllJRAL INTEGRITY OF THIS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDlllONS, Oll1ER DESIGN PROFESSIONALS'
SHOP DRAWINGS, CONTRACTORS' BUILDING ME1l10DS, AND THESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
eEAL."""
\ 5CALE NOTED
DATE 112/02
LENNAR ~OMEe
TAt1PA Dlvl610N
DRAUN B.v,
N:/BLOCKS/STD 2001
eTRUCTURAL NOTSe 4 T A6LEe
"-
DE JOB NO. PM - 5021
eN2
~
\....
12
INSULATION TYP.) I VARIES
BAFFLES \ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
\~ SCHED.) W/ METAL PL. UNDER EA. TRUSS
1/2" HIGH >< rOOF COVERING
STRENGTH ~;?' 7/16" O.S.B. MIN. SEE ROOF
CD GYP. ... NAILING SCHEDULE ON SHT. SN2
~~~,~Dw;LRL 1\;\;\;\;\2\ (...l..l--..... ELEV. VARIES
& s" O.C. WALLS \~"'" '---ALUMINUM FASCIA
R30 MIN. BATT OR (/ 1\ . ""-2x4 SUB FASCIA
BLOWN INSULATION ~2" U.N.O. ~2" ALUMINUM VENTILATED SOFFIT
1x2 P.T. HORIZONTAL NAILER ~:
STD. 90' HOOK I S"xS"X16" KNOCK-OUT BLOCK
(SEE DETAIL) / W/ 1#5 CONT. FILLED
SaUD W/GROUT
R4.2 MIN.
INSULA TION
ON EXT.. BLOCK WALLS
1x2 PT WD FURRING~
@ 24" O.C.
1/2" GYPSUM/
WALLBOARD U.N.O.
PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
~ ELEV. VAR'ES cII~
11 ':J ~ 1" x 2" FURRING "'--
LJ '- " ," x 6" ROUGH SAWN CEDAR
"'" 2x4 SPRUCE SUB FASCIA
~2" U.N.O. ~12" ALUMINUM
VENTILATED SOFFIT
S"xS"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
~c3'>'?
oF~
/ ~~
""",,<:5> q::>
O'
~
~ == (1) #5 VERT. IN FILL CELLS
3/4" BASEBOARD = == w ----- (SEE FDN. PLAN FOR LOCATION)
MIN. 2500 PSI ______ z u
CONC. SLAB ~ ::~. SE 0: __________4"x4" INSPECTION PORT AT
6X6 WI.4XW1.4 WWF \ \ ::: = \!J (/) ~ EACH FILLED CELL TYPICAL
~R FIBERMESH \. ~ ~ ./-~ HEADER BLOCK U.N.O.
I z-Y-- oq .. ~ _ \ I ~
'N SE~ .. i.o' ~ f7 5 N ~
~ ~'~>/:y;/;';/$;: j ~RA9~ / ~ v z ~
~~ ~~' '':/<<'Y<<'Y<<',<<, '1
6 MIL VAPOR BARRIER %0"1" 1 ~~~~ "-
CLEAN POISONED AND COMP..J. :.~' ~i(0,
SOIL. (95% MODIFIED PROCTOR ;r~ ~~ ~~~" "ex::
PER ASTM 01557) 3 ' ,/~' /,
/ MIN. CLR. STD. 90' HOOK
(2) #5 REBAR CONT.~' 1'-4" (SEE DETAIL)
ON 3" CHAIR
,
SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
l~ '"
S.P.F. DOUBLE TOP PLATE~J ~TRUSS BOTTOM CHORD OR
. _ 2x4 BLOCKING W/ 2-16d
SIMPSON SP2 CONNECTOR ^ TOE NAILS @ EACH END
-~,r-
/ " / " ~ /f"x S.P.F. (OR EQUAL)
1 2 COX PLYWOOD OR 7 16 ~ STUDS @ 16" O.C. U.N.O.
O.5.S. SHEA1l11NG REO'D. FOR
ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR
AS INDICATED ON 1l1E PLAN. - - WALL HGT 8'-6" (2) ROWS 2 SLOCKING
ATTACH SHEA1l11NG W/ 8d ^ . <. , x"
COMMON NAILS @ 4" O.C. @ l ~ @ 3rd PTS FOR WALL HGT. > 8 -6 .
BOUNDARIES, 6" O.C. @ EDGES, ~ r19
AND@12"0.C.@ FIELD ___________~ ~~ /
SIMPSON SP1 CONNECTOR
--'- -
1/2"0x8" ANCHOR BOLT@ 24" 0'C:3~V2X P.T. BOTTOM PLATE
W/ 2"0x3/16" PLATE WASHER (TYP.) . r 6X6 W1.4XW1.4 WWF
(4" MIN. . . / OR FIBERMESH l.
, . ~ ..."L.~ - -~~~-,- - T
.-V t ~ ~ ~--~ t>~._-:~~ " ~'ftY<<v~/
~ 3 1/2"-4"'>AYAY~ ~" ... ;%>;~>'\
, MIN. ,,/ /~/~K<v(~""~'"
/~"/AYA /, /
(2) #5 CON1=I "
4
3 1/2"-4"
MIN.
1x4 P.T. BASE NAILE
-
~
:::;" -=
-
I ~"C.M.U. TYPICAL
=v
V TYPE "S" MORTAR
/
I ~ARCHITECTURAL
= V FINISH
=~
}~L-
(1) #5 VERT. IN FILL CELLS
IL;z ~(SEE FOUNDATION PLAN FOR LOCATIONS)
/'~
- 4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
~~ #'~
.~ V'~~
~
~<::SS
oF""""~
~
~ NOTES:
1. FILL ALL CELLS BELOW GRADE WHEN
VlMEN STEM WALL IS LESS 1l1AN 40"
ABOVE GRADE.
2. FOR STEM WALLS GREATER 1l1AN
40" HIGH CONSULT ENGINEER.
I II II II II
I II II II II
~=====;...~-_-_-_JJ.._ -r;'----JL----- ____JL_________JL________-;-~ FIRST BLOCK TO BE
I II I~----------II ---------~~---------~r_--- ,r-
I II II II II II SET IN MORTAR
I II II II II II
I II II II II II
F = = = = =:!.. L-~ _- _- ---,7 = ~ ~ -- -:.... -- -I-r -=- -=--=- -::......J_L -=- -=- -=--=-j-r-=--=--=--=-...J_L-_-.=- _=_ _=_ "'-I-=- -=--=--=..-1 _-=--=--=--=
I II II II II
I II II II ':.,r III c-3/8" MORTAR BETWEEN
: :: :: :: ~ II SLAB & BLOCK
~====T---~--~~ ~r~~----~-~~~~IT~~~~~-~~~~~T~~ -L-------~i -==
I II II II I II ELEV. 0'-0"
ELEV. -0'-5 1/4" I ~===--Jl..--------iT= ~---------r~~~~~->-~~~~iT -, M~ ~J.I' .;;'~ '" A.F.F.~
~ '~_________.JL_ _ -lL .JL y;j , 0
(' 4 ~ 'j'd d"~' :z
4 ~ 4 4 ~ 4 al ; ~. ~ .4 .' - ~ ~ ELEV. - 0' - 4 1 /4" ~ b
~ ~ ~ 2"x6" RIPPED TO ACTUA4L 4. 1)4" WIDE ~ d' , ~ . 4 ~ A.F.F. E2
n is Q 4'OR 2~'x4" WITH 3/4" FURRING 4 . ~ 4
'--:2 V" .~ '~'GARAGE DE.PTH",4.~, ~ 4 ~ t ~ 4 ,4 . ~
~
/ VARIES ,~ 4 a ~"4 /
.a . ,'4.<:1 4 4 '4. .6
S"x4"x16" NOMINAL
BLOCK WITH 3/S"
MORTAR BETWEEN
COURSES
AL TERNATE FASCIA
&CALE: 3/4':1'-0'
~ A.F.F.
b
N
"
6CALE: 3".4':1'-0'
(;;\
~
CONTINUOUS TO FOO1ER BELOW
~0. HOOK DETAIL
'Cl) KO. BLOCK
AL TERNATE 5TEMWALL FOOTING
6cALE: 3/4': 1'-0'
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
I AA ,
, 51 I
GARAGE SLAB AT STEP
1 /2"~ ANCHOR BOLTS "'-.
@ 24" O.C. W/ NUT & WASHER "'::::
~
1/2" MIN. PLYWOOD SHEA THING NAILED
wi 8d COMMON NAILS @ 4" OIC BOUNDARIES,
6" OIC EDGES, AND 12" OIC FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. .. t.
(2) ROWS OF 2x BLOCKIN\ ~ ' .r--2x STlJDS @ 16" O/C
@ THIRD POINTS t:s-: /
r'A _____ R 11
1/2"~ X 8""J" BOLT @24" O/C ><)..,------
'.01/ 2""'X 3/16" PLATE WASHER TVnICAL ~ /;7/8" S11JCCO FINISH PER ASTM C. 926
" ~ ' ,r ~ APPLY 3 LAYERS W / TOTAL TI1ICKNESS 7/8"
~1~W'1/2"rf> KWlK BOLT II \ > OVER METAL LAlli. FIRST 2 LAYERS 3/8" lli/CK
W/ 8" MIN. EMBEDMENT MAY -< EACH. 3RD LAYER 1/8" lliICK.
BE USED IN LIEU OF ANCHOR ~
BOLTS. <- iSIMPSON SP1 @ EA STUD
,.?'"'
6x6 W1.4xW1.4 WWF\ -<
OR FIBERMESH ~ 2X P. T. PLATE
~6.J1
. ~-
S~C,,-' ~ ' \.' J
~ ~ /~ Y/y;;~ ~'.'~ ~t:> . J&. FINISH GRADE
6 M'L VAPOR 8ARR'ER ~'<< ~.\" .' . ~~~::> .
/~ .~ >)\y~/ ~ z
CLEAN POISONED AND COMPo ~\( 'jh" .~ ~~"</('\. 2
SOIL. (COMPACTED TO 95% MODIFIE ~.";,.. ~ 6 \' ,,/ ~ /'"
, '/~/ / ,'/ / / / ,~/ /
PROCTOR ASTM D1557) { ("'''</(~ ~,A'\
t 20" MIN. LAP t
~'~' ~ "~ ,~, ,~,~, ~~
.....v~ ~'!: :I..::!....vv S:!::~ vvv r
3 OR #4 REINFORCING BAR
z:
~
> -
~,-:,
,
/ ~>>'k0
6 MIL VAPOR/~
BARRIER / //
\
Ar2x S.PJ. SllJDS @ 16" a.c.
/ - ':' -i[/-2x SllJD
I y "
I 'I r 8 C.M.U.
/f 1/
I I)~ ______ 1"x P. T. SllJD
I yV
..v I ~ #5 VERT. IN FILLED CELL
: f /1/2" X 6" "J" BOLT
V I @ 24" O.C. VERT.
I I
I I
I j.-v-2x P.T. PLATE
-r:
"." VVV
1 x4 P. T. BASE NAILE
LOAD BEARING OR
EXTERIOR WALL
r--- ~.
.
~ ~ 4*4 LAP SPLICE
25" MIN. LAP {'
"" ,J ~:'R~R= aX;:: 'm' ~
1'-4"
8"
3 1/4" BASEBOARD~ A
- ~
6x6 W1.4xW1.4 WWF =. STD. 90' HOOK
OR FIBERMESH \ = -~I / (SEE DETAIL)
CONCRETE SLAB WITH BROOM I V ~ MIN. 2500 PSI
FINISH SEE STRUCTURAL NOTES \ \ 'I /: ~ CONC. SLAB
\ . //
':~~/.Jl "co ~ "co z
'Ay~W .1 ~
· /~ t ~((:<y: ~z ~
~ \v{'- '\ ~
r<') - ./4 ~V'y/,-<
3 " // ,
(2) #5 REBAR CONT. MIN. CLR. CLEAN POISONED AND COMPo
ON 3" CHAIRS TYP. l' 4" I" SOIL. (COMPACTED TO 95% MODIFIED
U.N.O. -} PROCTOR ASTM D1557)
U.N.O.
MIN.
vvv
\
T'YPICAL BEARING WALL ~ STEP I
6cALE: 3~ ':1'-0" ,
?\
51~-
~
.
N .
......... <D
~
Z
I ~
(I) SIMPSON SPI TYP. ~ .
,.
HI
1\ ~
~ LAP SFLlCE
l' 36" MIN. LAP f
, . ~ ~ xv, ~~^~>>' ~~:~;:;;~~~:~Xtj^~~^~%~ ~,,-^/, ,
#6 LAF SFLlCE
NOTE:
SIMPSON HETA20 @ EACH STUD
WITH 16-10d X 1-1(2" MAY
BE USED IN LIEU 0 ANCHOR
BOLTS, PROV1DED HETA20
EXTENDS UP STUD.
SIMPSON SP1'S ARE NOT
REQUIRED W/ THIS ALT.
NOTE:
HIL TI 1/2"0 KWIK BOLT II
W / S" MIN. EMBEDMENT MAY
Bt USED IN LIEU OF ANCHOR
BOLTS.
.
~
HUD COMPLIANT TYPICAL WALL SECTION
NOT TO SCALE
rA\
.~
f.- ~ ~ _..:....,.~~- ~
~ ~ ~ c ~ C> ~~ >;>/>> Y>;>/~
~ ~ ~ ~. ~~ t:<<<<<<<0<
t:> ~~ . >> "">> "'>> '" ~
~ ~ . ~ ~~~~/
l~~%~~~~~~0""-
/, /", /'" /(", A"- /'\. /'\ /
FRAME WALL TO C.M.U. WALL CONNECTION~
6CALE: 3/4':1'-0' ,,51J
~
"coz
~2
#5 REINFORCING BAR J
R 1 7/87
o
."-
SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
~ 1~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
~ NAILS @ 24" O.C. FROM TOP PLATE TO
14 '"
S.P.F. DOUBLE TOP PLATE~' ~TRUSS BOTTOM CHORD OR
J ,.;--; 2x4 BLOCKING W/ 2-16d
SIMPSON SP2 CONNECTOR ~ TOE NAILS @ EACH END
-\'jA'-
- ~-/~2"X S.P.F. (OR EQUAL)
./ ~ STUDS @ 16" O.C. U.N.O.
(1) ROW 2x BLOCKING @ MID HGT. FOR~ :S R19
WALL HGT. < 8'-6". (2) ROWS, 2x" BLOCKING f:<' /i
@3rdPTSFORWALLHGT.>8-6. >: f/r-~1 /2"0xS" ANCHOR BOLT@24"0.C.
< W/ 2"0x3/16" PLATE WASHER (TYP.)
SIMPSON SP1 CONNECTOR ~ >-
2x P.T. BOTTOM PLATE~ ~ r6X6 W1.4XW1.4 WWF
(" M,'N ": ~ /' L c- O~~~IBER~rESH ~
'0 + ~-~--~~~;:." ~ ~y//y/):/
"co~ . . ~ ~~ y\ V /,,-,,</
::iE 3 1/2"-4"/AYAYB\. ~ ~ '. . '.' · ~';'Y> "
MIN. ',,/ /~/~~V(~""~"
/0" /A /); /" /
(2) #5 CON1=I "
4
I'
~ 5TD. ~0. HOOK
4"
1'-4"
-=-
T'YPICAL EXTERIOR FRAME WALL FOOTING /r E
SEE A/S1 FOR MORE SLAB INFORMATION 5CALE: )-4 ':1'-0' , 51
,
I
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
REBAR DETAILS
6CALE: N.T.6.
fF\
'-V
:.:>
:c
::l
1/2"0xS" ANCHOR BOLT @ 24" O.C.
SPACE ANCHOR BOLTS 6" MAX. r W/ 2"~x3/16" PLATE WASHER (TYP.)
FROM END OF 2" x PLATE ~ /.
"I / 6X6 W1.4XW1.4 WWF
.J OR FIBERMESH
~ I
1\'l>~~-~':->~~--"-AL, . />;>'l,-t31/Z"-D J
'<(~~~ I' ~ ~;(~<~/ MIN. ~
'''/ / >/ /'\ ~ /" /" Y /"
. ,,/ ~<<<<<~K(~;(",y ~OTE:
(2) #5 CONT. )t:' /));/0/ >/~ / HILT! 1/2"0 KWlK BOLT II
W/ 6" EMBEDMENT MAY BE
F( USED IN LIEU OF ANCHOR
BOL TS.
~ I/Z" M'N
P.T. 2x4 1/2" GYP. BD.
SOLE PLATE\
~ '??fHOLD GYP. BD.
X~ ~ .~. 1/2" FROM SLAB
.r-CONT. BEAD
. 'z"'/ SEALANT
-$0' - 0" .' ';:::, <. ' /S2
~. . ~~ ':.--..1 / INTERIOR \
J ... -4" $-
HIL TI X-CF NAILS @ 12" o.c.~ · ',' .Y
STAGGERED, FROM BOTTOM 6X6 W1,4XW1,4 'NWF OR F1BERMESH ~
PLATE TO CONCRETE OR EQUAL
. CONCRETE SLAB, /6X6 W1.4XW1.4 'NWF OR FIBERMESH
v J \ \ f\x:
-.-- --I-- - .-
'N~JI' A~ \\\_- v I ,':.;r
...........~ ~(- oq .. . 'oj I .
<r ~" \ ',y//(//(/: /~. . - ~ - -:- _<L ~ -.A - ~~ -.:... ~:..d:J 'N ~
. Y,,\ v::',",, .... . .' 4 - ~ ........... ~
~ " /.>> y> !~~//.. j' .. . a,,";.&, /)//>>>ij'>' I ~
/ A ". /. /,~/..'"
~.---------- >:: 'A ~;;""
~ ~~~~~~
eA~~R BARR'ER~ ~ B' 1'-4" B"
(2) #5 STEEL (CONT..) ''-/ -;
ON CHAIRS
2X S'TUDS @ 24" O.C. U.N.O.
NOTE:
SEE SECllON C/S1
FOR ADDITIONAL INFORMA 1l0N
/
C.H.D. RECESS
~
~19
/ U.N.O.
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"0.C.
I
~
GALVANIZED METAL STOP SECURED TO WALL
~TO RUN CONTINUOUS AND LEVEL AT A MINIMUM
OF 8" ABOVE GRADE.
z
EST. GRADE SE
/ _ J-,ELEVATlQ..N 0'-0. "co,
-L ~~p OF S~B_ './
~~~y~\\~ J
, ~~\S \)?\ ~ ~
EXPANSION JOINT\
8" VAI'(I~:-'
#5 CONT.\ \
, \
b, +)Y/)!"X' \.7, '-~d 'ly~{' '0
~)>>>~~"\,,> } . <y~~"" ~
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.1,- 3" MIN. CLEARANCE
(2) #5 CONT. 1'-4"
ON 3" CHAIRS (TYP.)
~BLOCK WALL BEYOND
CONT. BEAD
SEALANT
3 1/2"-4"
MIN.
SIMPSON SP1 CONNECTOR
"" "" "'/ TYPICAL C.M.U. BLOCK WALL
1'-4"
8"
U.N.O.
MIN.
ALTERNATE T'YPICAL BEARING
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8"
1'-4"
FINISH TEXTURE BREAK
6CALE: NT&.
I
,
H
51
\
/-
GARAGE DOOR SLAB RECESS
: fJ\
,,51)
~
INTERIOR WALL SLAB STEP NON-BRG. I K \
SEE A/S1 FOR MORE SLAB INFORMATION 6CALE: 3".4':1'-0' ~
NOTE:
SIMPSON HETA20 @ EACH STUD
WITH 16-10d X 1-1(2" MAY
BE USED IN LIEU 0 ANCHOR
BOLTS, PROVIDED HETA20
EXTENDS UP STUD.
SIMPSON SP1'S ARE NOT
REQUIRED W/ THIS ALT.
D SAMUEL A. GREENBERG, P.E. ~4245
D TI-!U'r' I-!. I-!U'Y'NH P.E. #60122
D IRWIN J. BENSON, P,E. 4*4~158
D AL r ABBAS HAKIM, P.E. *'S618b
&cALE: 3~':1'-0'
~
\ET
-=-
NOTE:
HILTI 1/2"0 KWlK BOLT II
W / 8" MIN. EMBEDMENT MAY
Bt USED IN LIEU OF ANCHOR
BOL TS.
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olD
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T'YPICAL INTERIOR BEARING WALL I
SCALE: 3".4":1'-0' \
G
51
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J-
.
v
6X6 W1.4XW1.4 WWF
I / OR FIBERMESH
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~~ -"- ~ 'tr ~.-/'''. , . oq ,;. ,,~>;Y' ~
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(2) #5 CONT. ~ '" <\~,"<<," "","Y <-< '
4" 1'-4" 8"
--
;- EXTEND FILL CELLS TO FOUNDATION
I PAD MAT REINFORCING.
& CREATED 01-02-02
TO T~E BEeT OF T~E ENGINEER'e KNOWLEDGE AND BELIEF, TI-IE
eTRUCTURAL PLANe AND 5PECIFICATION5 COMPLY WITI-l TI-lE
FLORIDA BUILDING CODE, OECTION 1~0~ FOR 120 MPI-l 3 eECOND
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DOOR FRAMES AS SHOWN \ OR FIBERMES'H
FINISHED CONCRETE LANIA TO /
RECIEVE BROOM FINISH U.N.O.\ / / I, ":.q.
-":.q.":.q. \ \\:/"~/--"~-~~~t J~~
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I 4" 8" 1'-4" 8"
(1) #5 CONT/ '
It MASONRY WALL AND-I---<J I _____MASONRy WALL AND
PAD FOOTING r--- PAD FOOTING
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
8" MASONRY WALL
4" 8"
OPTION :1*1
OPTION ~
CONT. FOOTING STEEL\
\ / =11/2" MIN.
6" N GRADE J
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Ee 4& 11Z> 0111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND 111E
'0'CUENT ON 111IS PROJECT ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBllID. - 2003
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6CALE: 3".4":1'-0' ,
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,
SCALE: 3".4N.T.6.
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51
,
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eeCTIONe, DET AILe, NOTEe
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
'-
61
~
.pRE ENGINEERED WOOD TRUSSES @ 24" O/C
PlIFT CONNECTOR (SEE SCHEDULE)
tj'OUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"
OVER METAL LAm. FIRST 2 ~AYERS 3/8"
mlCK EACH. 3RD LAYER 1/8 THICK.
.. ~ ~ I
~ '{CR'CKE~~
1/2" EXTERIOR GRADE SHEA11-IING ~'7/
F'ASTENED TO TRUSSES 'Mm Sd COMMON '/ /
WIRE NAILS @ 4" O/C BOUNDARIES ....
6" O/C EDGES & S" O/C FIELD ~:;
,',
"
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@ 24" O,C. UNDER COMMON TRUSS W/ (2) 2X4 / --
PT SllJDS UNDER HIP CARIER/GIRDER TRUS~ '"
/~ -I g~l ~ MAIN SPAN ROOF TRUS:>
SiMPSON META20 @ EA. SllJD ~ h f- UPLIFT CONNECTOR (SEE SCHEDULE)
/ ~ I ~ MOISTURE BARRIER
~ t
S"XS"X16" K.O. BLOCK W/ 1 #5 CONT. ~ f-
AND FILLED W/ 2500 PSl GROUT ~-
I- E
1= f-
1 #5 VERT. IN CONC. FIUED CELL ~ t
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_C::: IV-
KNEEWALL ABOVE MASONRY WALL DETAIL
12
(TYP.) I SEE ELEV.
SCALE: N.T.S.
\~VENT OR 2ND FLOOR
_ r\ f-
I/Z" MiNiMUM CEMENT F'N'SH Q ~ '/J'fPICAL C.M.U. WAll
~= ~
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FOOcmy,J()fE!UJAP (3" O'A.) -1= -" ~
r-- '--3/4" FURRING STRIPS
r--
c-== l--- 1/2" GYPSUM BOARD
w/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
r--
f-
f-
-
:;c
-
/ /
/~
f--
r--
r--
r--
f-
MIN. EXTENSION FROM EXTERIOR - -
FACE OF BLOCK WALL IS 1 1/2" - -
MAXIMUM EXTENSION FROM EXTERIOR f- f--
FACE OF BLOCK WALL'S Z 1/4" _ ~\ ~DRA'N
WALL CLEAN-OUT J A '\
\!!V
6CALE: N.T.6.
.
TOP SPLICE
OUBLE 10d
~~
~~. .
'~
~
1\
\.BOTTOM SPLICE
OVER STUD
~
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./
10d @ 8" OIC
./
./
NOTE:
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AT LEAST 8'-0" LONG. TYPICAL
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SCALE: N.T.S. ,
M \
52 1
=-=
:..>
:z:
::l
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STAGGERED (FOR SHORT
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-==-
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,
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52 J
SCALE: N.T.S.
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1 ad NAILS @ 6"
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- ~ ~ LpL YWOOD
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W I
PLYWOOD
SHEATHING
ANCHOR BOLTS @ 24"
O.C. MAX. (MIN. (2)
PER BOTTOM PLATE)
A ~-- SECTION
A-A
2'-0' 8'
/ \ t-=-t 3/16" x 3" TAPCONS
I LEAVE A CUT OUT 'N O.S.B.
ON THE INSIDE TO ALLOW FOR
INSUlATION TO BE INSTALLED
_ 2 x 8 45" DIAGONAL
@rx~c~T wCJ' (~~C~Od
NAILS AT EA. t:ND
SIMPSON H5 AT
EACH JOINT TYP.
I \ PREF AB CHIMNEY CAP
FLASHING
"\ 2"x4" BLOCKING (SEE MANUF.
\ ,/ ~ SPECS. FOR MINIMUM DISTANCE)
1m '- - - K:8 ~EXTERIOR FINISH
>-
z
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____ PREF AS CHIMNEY
......-----
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10--1/2" SHEA m1NG OR OS8.
-
-
-- -
.... ~2"x4" STUDS @ 16" O.C. MAX.
'jGALV. MTL. FLASHING
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PSON MTS12 @ EA. CORNER
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SECTION "A-A"
SCALE: 3/4":1'-0'
~-r
/~SIMPSON HUSC48 CONCEALED FLANGE
HANGER W/ (6) 10d INTO BEAM &
(6) 3/16" X 1 3/4" TAPCONS
~
A
A
I
(2) 2 X 8 BEAM
I
w
~--
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I
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-4 A.F.F.,
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f--
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#5 REBA~
.......
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I
I
SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
(GRA VlTY CAP = 1262 Ibs)
,
I----
LINTELS AT ENTRY
DOOR W/TRANSOM
NOT TO SCALE
~
~
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~~ ,
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~ ,
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SEE SECTlON AA/S1 AND
BB/S1 FOR ADDIT10NAL ~
DETAILS ~
DOOR JAMB
3-1/4" LONG X 3/16"~ TAPCO~9
INTO BLOCK@ SPACING PER MANUFACTURE
lX4 P.T:--
1" D ETA I L
1/2" DRYWAL 1 X 4 FURRING
DOOR JAMB W 1/4" x 2-1/t S.O.S.
WOOD SCREWS INTO P.T. @ 1t O.C. "-. ~/
3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~
@ 16" O.C. 2-ROWS INTO MASONRY . . .
THROUGH 1x4 P.T. & 1xS P.T. Ll x 8 P. .
1 -1 /2" DETAIL
RECESS
rLlNTEL
/
",! '. 4. ~"
,,{. _ 4..
,
3/16" x 3 -1/2" TAPCON
DOOR JAMB W 1/4" x 3" S.O.S. .1 '/~
@ 1t O.C. 2 ROWS STAGGERED. b X V-'
1X4 P.T~
L.2 X 8 P.T.
1 X4 FURRING
2 1 /4" DETAIL
1 /2" DRYWALL
~~. ~/
1 X 4-
3/16"~ X 3-1/2" LONG TAPCONS STAGGERED . fL:2x 8
SIAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
THROUGH 1x8 P.T. & 2x8 P.T.
DOOR JAMB W 1/4" X 3" S.O.S.
"/
~~~~ r- ~"^
~~.......,'
~-,....~,
~~",
~~,
7 TRANSOM FRAMING ~~~,[,
< SEE SECTlON AA/S1 AND ~~
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DETAILS
~
\
3" DETAIL 1 x 4 FURRING
1/2" DRYWALL l
DOOR JAMB W 1/4" x 4-1/t S.O.S. 1t O.C. ~,:,m
10d @ 12" O.C. 1 ~
2X2X8 P.T. \^11TH 3/16"~ X 3" LONG TAPCONS - L
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
3-1 /4" DETAIL
BUILDOUT 1V OvER SIZE DOOR---=-
WINDOW ROUGt-lOPENINGS fcc\
NOT TO SCALE ~
'./.
RECESS
/L1NTEL
/
4 /
'. 4....,
~
4 .
. '4 .
0~
2 x 8 P.T. BUCK-CONNECT TO BLOCK
W/ 3/16" x 3 1/4" TAPCON
( 1 1/4" MIN. EMBEDMENT INTO BLK.)
1 "
4 MAX. SOLID BLKG. AT TOP
- .- BTWN. ARCH BLKG. & BUCK I,
I :
I
\1
~\
~
~
if'
1 X 4 FURRING/ v'"
BLOCK HEADER/
/if ~U'~ AT 8" O.C.
(4) 1ad NAILS INTO
/ 2 x 8 BRACE/ BLKG.
1/2" DRYVv'AlL
2 x 8 45" DIAGONAL ~ ------- L 7/16" OSB
BRACE(S) t--.. ARCH PANEL
CUT HOLE IN O.S.B. FOR
POLY-CELL IN THIS AREA
'--
-~...
~ (4) 10d NAILS INTO
2 x 8 BRACE/ BLKG.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
BTWN. OSB ARCH FACES W (4) 10d NAILS
THRU OSB INTO 2 x 8
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE TO FIT
ARCH CONNECT w/ 8d NAILS
I
1/
INSTALL WOW. SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCt-l DETAIL
NOT TO SCALE
6i\
~
PROVIDE TAPCON PER WOW. INSTALlATION
DETAILS OR THRU 1-1/2" THK. OR MORE BUCr
WITHIN 6" MIN. OF START OF ARCH
36" MAX.
C"
-
r-1-2"x BUILT-UP COLUMN
..---
K WN/OC1K-/f50UT BLOCK, NOTCH LINTEL WHERE REQUIRED
('I) t FOR CONCRETE PLACEMENT
. J.' r. 4,t'.'.. t. ....J;. ~, ~". T' .
r-GIRDER TRUSS
ATTACH BLOCKING J
TO TRUSSES W / SIMPSON
A34 ANGLE TYPICAL
a ~C;Ei
i~
.---
fMPSON MTS12@EA.CORNER
PRE-ENGINEERED
WOOD TRUSSES
/~REF AB CHIMNEY ASSEMBLY
SIMPSON
HTT16 TYP. ~
5/8"0 THRU~ ;:-2X TOP PLATE
BOLT :::---~
I
y. ~I.'
STD. 90' HOOK
~ BOND BEAM
CONT #5 B~R 1
I
:.:. l)8-16d NAILS
o 00 ~
. .
.. 5/8"~x8"" J" BOLT OR
5/8"~ HIL Tl KI4I1K BOLT II
, ~~/ M'N 8" EMBEDMENT
~~:
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I I ! sm. 90' HOOK7
I PRECAST liNTEL w/ (1) #5 CONT.
I IN OPENINGS GREATER mAN 6'-0" WIDE
'j
FILL CELL\
'\:
SLOPl
CONT. #5 i
BAR~
I
1
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STD. 90' ...
HOOK '"
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en...........!1
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4
=
r
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1
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. I
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OPENING
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/2"X4" BLOCKING TYP.
I
I
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SIMPSON HTT16 ~ t
,
TYP.
T
I
-
I I' I ~FILLED CELL w/ (1) #5 VERTlCALJ
~ SEE FDN. PLAN FOR LOCATION II
I
I
I
I :.
TYFICAL C~IMEY DETAILS~\
6CALE: N.T.S. ~f
'1l
TYPICAL ~TTI6 TO @-
BUILT -UP COLUMN DETAIL R
52
I
I
NOTES:
CD FILL UNTEL AND ALL CELLS ABOVE UNTEL. Q) SEE FLOOR PLAN FOR ADDITlONAL INFORMA TlON.
Q) ~~I~E~A~dbtDR~W6~f<<t~ENT (] OPENINGS LESS ll-iAN OR EQUAL TO 6'-0"
. IN I4I1Dll-i DO NOT REQUIRE ADDITlONAL STEEL
REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
TYPICAL FILLED ~
LINTEL ASSEMBL Y{ G \
SCALE: N.T.S. ~ 52 J
'="
li(o 1,~~~E~~o~o~8u~~tJION
SIMPSON STRONG /-==-
TIE ~TT16 I N \
SCALE: N.T.S. ~
-=-
BOND BEAM STEP DETAIL J H '\
~
c
ROOF TRUSS
{ABOVE
(ZX4 BLOCK'NG
h
;:: ~SIMPSON DTC @
^ EA. BLOCKING
I\~
""
~2X8 WALL
~ ABOVE ENTRY
=l~~ K.O. BLOCK
=,:~ """ ~ W/(1) #5 CONT.
& FILLED
(1) 2"x4" CRIPPLE FOR
OPENINGS 6'-0" OR
LESS & (z) 2" X 4"
C~IPPlE r:OR OPENING
6 -0" OR GREATER
~
\ ~~~bl)i~E&NPA~~~90AS
HEADER wi (2) 16d @ 16" OIC
UNLESS NOTtO Oll-iERWlSE
(1) SIMPSON LSTA14
~ @ 24" OIC STAGGERED (TYP.)
I~ SEE FLOOR PLAN NOTES
!.""-"~ FOR REQUIRED CONNECllON
"'" ~
. ><0-................ ~ ~f-RO\'VS 16d NAILS STAGGERED @
I ~ ~~~1~~ ~fLSE~11&~~lDO~ 16~OOW'?C
16d NAILS @ ~ ~ ~~ FOR 2"x10" OR GREATER HEADER'
16" OIC TYP. ~~ ~
EACH PLY ~ ~
(1\ \
\g)
SCALE: N.T.6.
~~
~t
SIMPSON STC W/
3-8d COMMON NAILS
(TRUSS BOTTOM CHORD OR
2x4 BLOCKING WI 2-16d
TOE NAILS @ EACH END (24" O.C. MAX)
,
\
7 5~ B" 7 5/~ 8" 7 5/T r
- - [Q - - ~j:EAS - - - 0- - - - - - - - - =0 - -SOLID AREAS
Vi- ARE STEEL AND D
D GROUT D /'- ~~6u~TEEL AND
INTERIOR WALL I . = .
\:if' /'-- SAW CUT TO 10 1 2 ~.--1. ,-SAW CUT TO 10 1/2' ~ I FULL 8x8x16 BLOCK
1.. - -1ft [I] f- -DOOR OPENING- - U!I} -DOOR OPENING - - ~ -DOOR OPENING-I.{
,\ L-\~
I iJ [\ FILL ll-iIS CAVITY 'Mll-i ~ \ FILL ll-iIS CAVITY Wlm I ~ 1\ FILL mls CAVITY 'Mll-i
EXTERIOR WALill11 L GROUT FROM FINISHED ~ GROUT FROM FINISHED \..- GROUT FROM FINISHED
D FLOOR GRADE TO D FLOOR GRADE TO l8l FLOOR GRADE TO
LINTEL ABOVE. LINTEL ABOVE. 0 LINTEL ABOVE.
__ 0 ________JDl___+___ 0 ___
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO ll-iE
COARSE BELOW. EVERY ll-iIRD (3RD) COARSE ll-iE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO ll-iE MAIN FRONT TO REAR WALL AS SHOWN.
\
L DOUBLE HEADER Wi 1/2"
FLITCH PLATE U.N.O.
nil
:;;
/ -::: 1/4" MIN. SPACE
2x TOP PLA TEJ "'"
"'--NOTE: 2-16d NAILS @
24" O.C. OR EQUAL TO TRUSS
BOTTOM CHORD OR BLOCKING
~ CAN BE USED IN LIEU OF SIMPSON
----/ _ STC STRAP
----' rVr/- 2x STlJD @ 24" O.C. MAX.
I i!j1ROVlDE HIL Tl X-CF NAILS OR
EQUAL @ 12" O.C. STAGGERED
FROM BOT. PLATE TO CONCRETE
2x P.T. PLATI~lj /J6 W1.4XW1.4 WWF
~ OR FIBERMESH
, I
~-'- _ "_ ~ _ -&- ~ ~ . '. J . a. .--:;h..
1<1 . . . .' A . -- -.- -:- .,-./n- l
TYPICAL INTERIOR NON-BEARING WALL DETAIL~__
SCALE: NJ.S. ~
J
1
j B
===~
ANCHOR BOLT
....
@
ASONRY WALL
/2"X4" STUDS TYP.
~t
r-SIMPSON
A35
C
..-" .,.-SIMPSON
t A35
.. .><
tEE PLAN FOR REQUIRED
CONNECllONS
(
~.
'" ~. BOT PLATE
LOAD BEARING/EXTERIOR ~
WALL ~EADER DETAIL {Q \
6CALE: N.T.6. ~
,SIMPSON
I SP2
: ~: :
2X4 TOP
PLATE
OVERLAPPING
o,l:)~OOIY
* UPLIFT CONNECllONS"'v/"'vC
REQUIRED AT LOAD
BEARING WALLS
f-
\
LNAILED INTO
TRANSOM
FRAMING
-
-
D\
52 r
-=-
~
'- ~10d NAILS @ 6"
STAGGERED
MASONRY LAYOUT
SCALE: NJ.S.
i
I4I1Dll-i OF OPENING VARIES
1/2"X9 1/2" PLYWOO
SCRAP MATERIAL
. FORM CONCRETE INSET TO
.d.' r CREATE A SOLID BASE FOR BLOCK
WALL ABOVE.
I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION.
fREFER TO PAGE SDW2 FOR
IADDITIONAL INFORMATION BY MANUFACTURER.
TYPICAL SECTION T~RU WINDOW I
SCALE: N.T.S.'
-'
-'
= -<(
~~
o
j:SIMPSON
A35
~.
~SIMPSON SP1
I ,rANCHOR BOLTS @
SIMPS,O~N 35 1-+_ 1/ 24" O.C. MAX
.. ;ili1 ./
/'.. .H-II oJ
2X4 P.T.
PLA TE
\ FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
fK\
\!V
TYPICAL GARAGE DOOR
TRACK MOUNTING DETAIL
SCALE: N.T.S.
B \
52 I
4
44'
I '- I!J
\ ~X8 P.T. BOnO~ P~
I \ I I
\.- ANCHOR BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
rrSIMPSON SIMPSON-,
A35 SP2 1
"'jE
~ "
2X4 SllJDS @ 24" O.C. ~1
2'-0" _
A j I
j r r
y
1/2" ANCHOR BOLT @
24" O.C. MAX. MIN. (2)
PER BOTTOM PLATE
SECTl07
r>.
TRANSOM OPENING
18
~
\
RACK MOUNTING BRACKET
~
I
GARAGE DOOR
~RAGE DOOR TRACK
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
I
TR~t~kG~IR~8dWN OF ~ \
~ 1\
~'il~ ~
J.. .'... '" .",
./ ".. :0:' \... . t t. '~"":~ '.4 : ~ :\..:.:. .... .:''':..'' ;'" .6>~~.:. ::: ~ '... f.~
POURED CONCRETE BASE FOR l
~~~S~ r~kLGA~~8~S6b~R TBOOTBTOM2"OF MOUNTING BASE
AND WATER SHED FORWARD E ABOVE FINISHED
THIS DRAWING. GARAGE FLOOR.
,
,
,
2x6 MOUNTlNG BASE
/~X8XI6 C.M.U.
. < '.:-:7 GARAGE FLOOR
o
(ll-iIS IS A RECOMENDATlON FOR CONSTRUCTlON OF ll-iIS FORM. ANY
MA TERIAL OR CONSTRUCTION MEll-iOD MAYBE USED PROVIDED END
PRODUCT MEETS mE SHAPE AND DIMENSIONS OF ll-iIS DRAI4I1NG.)
UPSET WOOD BEAM
r (SEE PLAN FOR SIZE)
I ! I
GARAGE ENTRY FORM DETAIL
6CALE: N.T.S.
~ MOUNTING BASE SHOWN
IN POSITlON
SIMSPON META 16
I
I !!
I"
c
r-SIMPSON
A35
-SIMPSON
A35
I ~ 10d NAILS @ 4"
V STAGGERED
,SIMPSON
I SP2
: ~: :
l~
I
\
f-2X4 P. T.
~:: PLATE
-, ...~
I
I
7'-4" A.F.f
PRECASJ REC SS
LINTEL (FILLED
#5 REBAR........
-.
DOOR OPENING
MOUNTING BASE DETAIL
6CALE: N.T.S.
o SAMUEL A. GREENBERG, P.E. -:3424!;
o TI-IUY 1-1. I-IUYNI-l, P.E. '*60122
o IRWIN J. BENSON, P.E. -4~1!;8
o AL I ABBAS I-IAKIM, P.E. #56186
L NAILED INTO
TR AN SOM
FRAMING
=
~
I
b
-
-
I g
LS'MPSONi A35
I
PARTIAL INTERIOR ELEVATION
6CALE: N.T.6.
~SIMPSON SP1
PLYWOOD
FASTENED TO TRUSSES 'Mm Sd COMMON
WIRE NAILS @ 4" O/C BOUNDARIES
6" O/C EDGES & S" O/C FIELD
V
I
(9
MOUNTING BASE NOT
SHOWN FOR CLARITY
SEE DETAIL BELOW
SEAT FOR BLOCK IS .........
POURED IN PLACE CONCRETE~ .......
GARAGE FLOOR SLAB \
~~~W~~WAIHNOTES ~
SLOPE FORWARD___
FOR DRAINAGE
. ..: :.' :......:. . :... ". ~-..
I
. . ',,\: ; .;' .
j;SIMPSON
A35
~:
SIMPSON A35
'I~V
1::
I
SIMPSON META16 (UPLIFT CAP = 1500 LBS)
LINTELS AT ENTRY
DOOR W/TRANSOM
NOT TO SCALE
v.
=~,
DIMENSIONS ..,
TO TI-4E eEST OF TI-4E ENGINEER'S KNOWLEDGE .AND eELlEF, TI-4E
5TRUCTURAL PL.ANS .AND 5PECIFICATION5 COMPLY WITl-1 TI-4E
FLORIDA elJlLDING CODE, OECTION I~~~ FOR 12~ MPl-I 3 5ECOND
GU5T, EXPOSURE 'e' WIND ZONE (2001 EDITION).
Tl-II5 DRAWING .AND DESIGN 15 vALID FOR 12 MONTl-IS AFTER Tl-IE
DATE IT 15 SIGNED .AND 5EALED.
SIGl\lED AND SEALED FOR TI-4E 5TRUCTURAL PORTION OF TI-4IS
DRAWING ONLY.
4
a .
,4
I '-
\ 2X8 P.1. Bont P~
I \ I I
\.- ANCHOR BOLTS @ 24" O.C. MAX. (MIN.
(2) PER BOnOM PLATE)
(ff\
\!!V
Ie
FRAMING DETAILS
ABOVE ENTRY 'FF \
NOT TO SCALE \ S2 J
BLOCK HEADER-"
1 X 4 FURRING ~ ~
8d NAILS @ 8~ O.C. AT BUCK
2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION
r-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)I~ - B-B
rl" MAX. 2'-0' 8'
-~ ~ I~
SOLID BLKG. AT TOP "11 '" l t
BTWN. ARCH BLKG. & BUCK I '" 1
I I
" \
I 1\..... ~ ~ PROVIDE (2) MIN.
TAPCON AT EA. SIDE
)~ ./" BUCK - (1) WITHIN
LEAVE A CUT OUT IN O.S.B../ i<: 4" MIN. OF START
ON THE INSIDE TO ALLOW FOR ~ "-
'NSULATION TO BE 'NSTALLED ~ "'~ OF ARCH
ill REVISED 08-15-03
& CREATED 01-02-02
120 MPH
3 SEe, GUST
eEAI.. "\ 6CAL.E NOTED
DATE 12/12/02
TAMPA DiviSION
GARAGE ENTRY FINIS~ED@-
MASONRY DETAIL P
SCALE: N.T.6. 52
~Alls8 A~E~l ~~D (2) 1 ad
J><l:::
D E DANSCO
ENGINEERING, FA.
p.o. eox 3400 - APOLL.O 6E~ - FLORIDA - .3.3&12
Fl10NE - (813) 640 fZ>t66 FAX - (61.3) 640 ~~
e6 4OtfZ> @mESE DRAWlNGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND mE
CUENT ON mls PROJECT. ANY REPRODucnON OR UNAumORIZED USE IS PROHIBITED. 2003
"
,
PROVIDE 2 x 8 DIAG. BRACE ~
BTWN. VERT. BRACES WHEN
HGT. OF BRACE EXCEEDS 24" "
~ PRO\ODE TAPCON
WITHIN 4" MIN.
OF BRACE
2 x 8 VERT.~
BRACE(S) \ ~
~ \ 7/16" OSB
BUILT UP PLWD. BUCK~ _ _ ~ARCH PANEL
SCRIBE (NOTCH) BACKSIDE TO --1-1,-
FIT ARCH CONNECT WI 8d NAILS / ""'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
/ BTHTWRNU' OOSSBB IANRTOCH 2FACxES8 W/ (4) 1ad NAILS
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
1-
LENNAR f40ME€>
5TART Cf ARC
4' MAX. RAP.
DRAUN e.v.
N:/BLOCKS/STlD 2001
/
I
START OF ARC
4' MAX. RAD.
EQUAL
EQUAL
~
~
S2
ARCt-l DETAIL
NOT TO SCALE
€>ECTION€>, DETAIL€>, NOTE€>
'"
\...
DE JOe NO. PM - 5021
~
/BIACKNAIL wi (2) 16d NAILS
SEE STRUCnJRAL NOTES AND NAILI/:NG
SCHEDULE FOR SHEATIiING DETAIL /~"x4" OUl1...00KER @ 24" O.C.
/ (OPTlONAL - SEE ELEVATlONS)
~ ~./ '-- DII
/ //~
~"\ I SIMPSON H10 OR EQUAL
~ / \ @ EA. OUTLOOKER
TOP CORD BLOCKIN FOR FlRST FOUR ROWS - ~ i "'- DOU BLE TOP PLATE
OF TRUSSES 0 EDC; S OF SHEA T11ING TYPICAL ,
11'\ " /,/ :>4" MAX.l 2"x4" CROSS BRACE
7/S" SllJCCO FINISH PER ASTM C. 926 SI PSON LSTA12 @ EA. S · D . t AT RIDGE FASTENED
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S" ~~ AT EACH JOINT WI
ovm METAL LATH. FIRST 2 ~YERS 3/S" ---...... ~ (2) 10dx3"
THICK EACH. 3RD LAYER 1/8 THICK. ~ 2X6 FRAMED WALL - SEE
WALL SECllON FOR SPACING
/
~ 1/2" CDX PLYWOOD OR 7/16"
2"x4" PANEL BLO( KING @ 48" O.C. OSB SHEAll1iNG ATIACHED W/10d
FOR TIiE FIRST (4 ROWS OF TRUSSES . ~ NAILS @ 6" 0 C EDGES AND 12" 0 C
~~~~C~~D E~J (i) i~~IO: T~E~~i~~M ~,(FIE)LD' . ' .
I / \2 16d NAILS
, DIJ I I I I I ~~ V2"x4" BLOCKING
5/S" OR 1/2" CEILING DENSE-./ \ 2"x4" ", ON TOP OF PANEL
GYPSUM WALL BOARD FASTENED 1 "-BLOCKING, FASTEN WIlli
WIlli Sd COOLER NAILS OR 1 1/4" LONG , 10dx3" @ 4" O/C
DRYWALL SCREWS COMPLYING WITH
ASTM C1002 FOR FIRST S'-O"
FROM END WALL @ 4' O/C TYPICAL
7/S" srucco FINISH PER ASru C. 926
APPL Y 3 LAYERS W/ TOTAL THICKNESS 7/S"
OVER METAL LATH. FIRST 2 ~YERS 3/S"
THICK EACH. 3RD LAYER 1/S THICK.
I ~SIMPSO{ H10 OR EQUAL
, @ EA. Ul1...00KER
I 24' MAX.
I r"L' BRACE TO EXTEND AT LEAST
I 90% OF WEB LENGlli (SEE TABLE)
(
2"x6' P.T. SILL l I
I ~ABLE TRUSS
2'x4" PANEL BLOCKING @ 48' O.C. I / 1/2' CDX PLYWOOD OR 7/16" OSB
FOR lliE FIRST 8'-0" OF END WALL ~ I ~ SHEAll1lNG ATIACHED WI 10d NAILS @ 6" O.C.
FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
ATTACHED W/ (2) 16-d TOqJAILS \ I
, / / I 10dx3'@ 3' O/C lliROUGH
t4 I"' I I ~ I' I I 1\...~ / CHORD INTO 2'x6" P. T. PLATE
2"x4' "T" ON TOP OF PANEL / J I~' ~ ~I
BLOCKING, FASTEN WlTH-./ \. !:_
10dX3'@4"0/ctT\::MOISTUREBARRIER
5/S" OR 1/2' CEILING DENSE I I
GYPSUM WALL BOARD FASTENED / SIM~SO~ META20 OR EQUAL
WITH Sd COOLER NAILS OR 1 1/4" LONG -I-- 55 I_ @ 4 -0 O.C. TYPICAL
DRYWALL SCREWS COMPLYING WIlli ASTM C1002
FOR FIRST S'-O" FROM END WALL
@ 4" O/C TYPICAL
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEAllilNG DETAIL
,
-+ Dr'\. )... t4
I II :'\. II
TOP CORD BLOCKING FOR FIRST FOUR ROWS
OF TRUSSES ~ EDGES O~~F S~HEATI-!iING TYPICAL
2"x4" CROSS BRACE II
A T RIDGE FASTENED - ,I
AT EACH JOINT WI '"
(2) 1 Odx3"
/TOENAIL W/ (2) 16d NAILS
r2"x4" OUTLOOKER @ 24' O.C.
t4
. .~
A~'
I
~
~~'-~' MAX
"X" BRACE SEE ~ f
DET. J/S3 \1
v
~~'-~' MAX
r~ONTlNUOUS BOTTOM COR BRACING
/ ~"X4" MIN. (SEE DETAIL M S3)
END JACK
...
(I:
~J \ ~1
~ONTlNUOUS BOTTOM CORD BRACING rx4" MIN.
~/
:':INIMUM 2"x4" CROSS
BRACING (SEE PLAN
FOR LOCATIONS)
2) 16d PER JOINT
"'"
"'"
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~<
/
<3
w
<3
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11'-(Z)' MAX.
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2"x4" LEDGER (MATCH BOTTOM
CHORD SLOPE bF ADJACENT TRUSS)
CROSS BRACING DETAIL
6CALE: N.T.6.
/ J \
\ 53 f
NOTE: L
1) SEE TRUSS MANUFACllJRER'S TRUSS ENGINEERING TOP & BOTTOM CORD
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
BRACING PROV1DED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN fL'\
AS PER HIB 91 SCALE: N.T.S. 53 J
"=="""
UPLIFT CONNECTIONS - HIP FRAMING
* USE SIMPSON META20 (OR BETTER) CONNECTORS
(OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL)
CONNECTORS @ FRAME WALLS & SIMPSON H5
@ HIP JACK TO FRAME WALLS.
6CALE: N.T.6.
(;\
\!:V
1/2"~ ANCHOR BOLT @ 48" O.C.
MINIMUM 6" FROM PLATE SPLICES
WI 3/16'x2"~ PLATE WASHER
SECTION
SCALE: N.T.6.
~
(1\
.\&
SECTrON
SEE STRUCllJRAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL "\
(BACKNAIL WI (2) 16d NAILS
\ r2"x4" OUTLOOKER @ 24" O/C
7/S" srucco FINISH PER ASru C. 926 . ,
APPLY 3 LAYERS W / TOTAL THICKNESS 7/S"_________ \j ~A .; t4
OVER METAL LATH. FIRST 2 ~YERS 3/S" -------- ~ ~, I
THICK EACH. 3RD LAYER 1/S THICK. 71
TOP OR B~KING FOR FiRST FOU RO~ I IMPSON H10 OR EQUAL
OF TRUSS S EDGES OF SHEATI-!ING TYPICAL I @ EA. OUTLOOKER
;~x~~D~O~;S~~~~ I )4" MAX~
AT EACH JOINT WI I' r"L" BRACE TO EXTEND AT LEAST
(2) 10dx3" - I 90% OF 'vIIEB LENGTH (SEE TABLE)
I
I /,~ABLE TRUSS
I / 1/2' CDX PLYWOOD OR 7/16"
I /OSB SHEATI-!ING ATTACHED W/10d
NAILS @ 6" O.C. EDGES AND 12" O.C.
I FIELD
I r(2) 16d NAILS
/ rSIMPSON HGA10 @ 36" O.C.
, / 2"x4' "T" ON TOP OF PANEL
1 1': 7'qp-BLOCKING, FASTEN WIlli
W 10dx3" @ 4" O/C
,. SllJD WALL (SEE TYP. SEC.)
I
2x4 "T" BLOCKING
2x4 BLOCKING @ 48" O.C.~ I~-
"L" BRACE "\ I /I 16d
ATTACHED WI 10d NAILS _~ _
@ 4" O.C. TYPICAL - ---==:::::' .I I Y
^-----./
./ '=
GABLE TRUSS WEs-I
DOUBLE ILl BRACING DETAIL I
\
'':IN
(1l
'-.' .
NAIL
iJr
.--
~ I
~
~
.;.,.
N ~.
lI;)
~ .
8> \
53 r
~
~-.
~ -J
~L
+
15
(2) 2" x 4" LAMINAllONS W/ (1) ROW
OF STAGGERED 10d COMMON WIRE NAILS
(D = 0.148", L = 3") OR EQUAL
-n~
~ ~
PRE -ENGINEERE~ .
WOOD TRUSSES \
OvERLAP TRU5S 6RAClNa
AT LEAST TWO TRUSS SPACES
~I
--=-
6CALE: N.T.6.
t
it
(3) 2" x 4" LAMINAllONS W/ (1) ROW
OF STAGGERED 30d COMMON WIRE NAILS
(D = 0.207", L = 4 1/2") OR EQUAL
2"x4" PANEL LOCKING @ 48
FOR TIiE FIRST (4) ROWS OF TRU
FROM EA. END TYP. TOP & BOTTO
ATTACHED wi (2) 16-d TOE1YILS
I I I M I
5/S" OR 1 12" CEILING DENSE./
GYPSUM WALL BOARD FASTENED
Willi 8d COOLER NAILS OR 1 1/4' LONG
DRYWALL SCREWS COMPLYING WITH
ASTM C1002 FOR FIRST S'-O"
FROM END WALL @ 4" O/C TYPICAL
~
"
MINIMUM (2) 16d PER .xJINT\
. ~INIMUM 2"x4" TRUSS BRACING
"':>.
-
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.6.
I
\
M,
53 1
2x4 "T" BLOCKING
2x4 BLOCKING @ 48" O.C.~~-
"L" BRACE ~'I ~ 16d
ATTACHED Wi 10d NAILS .-1 i~
@ 4" O.C. TYPICAL'-...... f'.dn i
~.I^ "'-:.:::./
....- -----
GABLE TRUSS WEB~
NAIL
NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF lliE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4
OF THE llilCKNESS OF lliE LAST
LAMINA 1l0N
3) EACH 30d COMMON NAIL MAY BE
REPLACED W/ (2) 16d COMMON NAILS.
(ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS,
SAME SPACING)
T'T"PICAL NAILING SCI-tEDULES FOR BUILT -UP COLUMNS (;;\
SCALE: N.T.6. \!:V
4) FOR 4-PL Y, PROVIDE 1/4" DIA.
x 5 1/2" LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
5) FOR 5-PL Y, PROVIDE 1/4" DIA.
x 7" LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
6) REFER TO NDS SECllON 15.3
FOR ADDlllONAL INFORMAllON
-=
SIMPSON SP2 @
EACH SllJD
DBL. S.P.F.TOP PLATE
SINGLE "L" BRACING DETAIL
6CALE: N.T.6.
(;;\
\ 537
"=="""
--=-
6CALE: N.T.6.
-=-
I 4 \
\!:V
~
~V
fABLE TRUSS
(
~
~V
12
~~JAr1I ~
1/
......-
I
ABLE TRUSS
SECTION
I
~ "L" BRACE W/10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
r-.... ND LOCAllON)
E\.~
'{.'i' "~
'IS:::
Q V~
"L" BRACE WI lad @ 4" olc
(SEE SCHEDULE FOR SIZE
AND LOCATION)
r TOENAIL W/ (2) 16d NAILS
/ 10dx3" O/C @ 6" O/C TYPICAL
/
7~~~
~II
/"
IL I 6RACING REQUlREMENT5
I
(i;\
~
I
(;;\
~
:"~
STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
SPACING "L' BRACE "L" BRACE "L" BRACE "L" BRACE
16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0. - 16'-0"
24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0"
5CISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
I
I
I
I
I
--"{-
r2"x4" OUTLOOKER @ 24' O.C.
I W/ (2) 10d PER JOINT
r t4
\L,t RUNNERS
12" MAX.
~
- -
'~
:::::::::::::::::::::~::::::::::::::::::::::: ::::::::~~ :::::::::: :::::::::::::::::::::::l::::::::::::::::::::::: l:::::::::::::::::::::::f::::::::::::::::::::::l::::::::::::::::::::::jl:::::::::::::::::::::::: ::::::::::::::::::::::: i:::::::::::::::::::::::: :::::::::::::::::::::::f:::S::
II 1\ II II II II II ICJI II II I
'I~ II \ CJCJCJI II ~ ~
II II II \ II II II II
~ONT. BEARING
'~
~
~
[I
-J
'~
~
rl .............
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
1 Odx3" NAILS @ 4" O/C.
~~
-d
n
. .
. .
~
~~T~~D~ T~ m
H
~~
H
I-~
~
SCALE: N.T.6.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFICATION
\
LSllJDS @ 16" O.C.
SIMPSON HGA10
SIMPSON SP2
@ EACH S11JD
AL TERNATE NON-DROP GABLE END DETAIL
SCALE: N.T.S.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFlCATION
6CALE: N.T.S.
D SAMUEL A. GREENBERG, P.E. 4f3424S
D TI-IU"( 1-1. I-IUYNl-l, P.E. -60122
D IRWIN J. BENSON, P E. j4~1S8
D All ABBAS I-IAKIM, P E. 4l5b 18b
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:"L ~~
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I-----. ====: ___ ~>
--- -.
-.
~~
~~'[~
2X4 BRACING @ 48" O.C.
CONTINUOUS TO FIXED LOCAllON
ATTACHED w/ 2-10d @ EA. TRUSS
(NOTE: BRACING MAYBE PLACED ON E1ll1ER
TOP OR BOTTOM OF ll1E BOTIOM CORD)
SEE STRUCTURAL NOTES AND NAILING \ r BACKNAIL W/ (2) 16d NAILS
SCHEDULE FOR SHEA llilNG DETAIL
j2'x4' OUTLOOKER @ 24' O.C.
1.. t4 t4" . . " I t4
I II II ;?s. :t 1 "--SIMPSON H2.5 OR EQUAL
TOP CORD BLOCKING FOR FIRST FOUR RO f @ EA. OUTLOOKER
Of TRUSSES r EDGES OF SHEAll1lNl TYPICAL I ~2X4 CONT'L' BRACE FASTENED W/
)./' (2) 10d 3"@ 24" O/C. CMID HEIGHT
I ~2X4 KICKER@ S'-O' a/c.
2"x4" CROSS BRACE n .{
AT RIDGE FASTENED I r"L' BRACE TO EXTEND AT LEAST
AT EACH JOINT WI } 90% OF WEB LENGTH (SEE TABLE)
II (2) 10dx3" I I /~~~S~~D~~R~ :LO~~ING
1 t4 lG " . ,,-,y . .(- ~ /ABLE TRUSS
~YPSUM WALL BOARD~ J I .....--1/2. CDX PLYWOOD OR 7/16" OSB
2.x4' LEDGE (MATCH BOTTO /' SHEAll1lNG ATIACHED WI 10d NAILS @ 6" O.C.
CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FJELD
SCISSOR SS)
2"x4' PANEL BLOCKING @ 48" O.C. ~ po
FOR lliE FIRST (4) ROWS OF TRUSSES 11: ~
~~~C~~D E~J (1)i6~~TTTOO~N~~~~ ~ ,\( ~
2"x6' P.T. SILL~ T
1/2'~ ANCHOR BOLT @ 48' O.C. L 1
~I
GABLE TRUSS
TRUSS VERTICAL
~ - -:::..- ~: (2) 2"x8" "Lit BRACE FASTENED
'" WITH (3) 16d PER SIDE
'" DIAPHRAGM BLOCKING
_ f-@ 48" OIC
ill REVISED 08-15-03
& CREATED 01-02-02
TO THE eE&T OF THE ENGINEER'& KNOUJL.EDG:E A'lD eELIEF, THE
&TRUCTURAL PLA'I& AND &PECIFICATION& COMPLY LUITH THE
FLORIDA 6UILDING: CODE, e.ECTION lb"b FOR 12" MPH 3 SECOND
OO&T, EXPO&URE 'e' LUIND lONE (2""1 ED ITION).
TI-II& DRALUING AND DE&IG:N 1& vALID FOR 12 MONTHS AFTER THE
DATE IT 1& &IGNED AND eEALED.
&IGNED A'lD &EALED FOR THE &TRUCTURAL FORTION OF THI&
DRAWING: ONLY.
..... ....
.... 0
-
...
u ,
:::>
~
3
53
M~~~~
SCISSOR TRUSS
'- ....
J..
---
.---- v ___
.----v
I"
D AN5CO
ENGINEERING, FA.
p.o. eox 3~ - APOLL.O eEACA4 - FL.ORIDA - 33512
~ - (813) 64& 0166 FAX - (813) 64& cah~
E6 4&10 f('\111ESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING. PA AND 111E
\:::JCUENT ON 1111S PRO..f:CT. ANY REPR()()()C1l0N OR UNAU1110RIZED USE IS PRa-iIBllID. - 2003
DE
""
6CALE: N.T.S.
f2\
\ S3J
==-
~-MOISTURE BARRIER
SIMPSON HETA20 OR EQUAL
@ 6'-0. O.C. TYPICAL
ALTERNATE SIMPSON LSTA1S
STRAIGHT STRAP @ 4'-0" o/c
ALIGNED WIlli GABLE WEB.
ATTACH TO TRUSS W/7-10dx1
AND TO MASONRY W/ (3)
3/16"x 2 1/4' TAPCONS.
AS PER HIS 91
11,
SCALE: N.T.S.\ 63 I
~'f f:'t
'I \.
I ~COSMEllC DROP CEiliNG FRAMiNG
SCISSOR GABLE "r BRACE
~
120
3 SEC.
MPH
GUST
ruDS @ 16" O.C.
SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFlCATION SCALE: NTS
1/2"
eEAL.,"",
\ eCALE NOTED
DATE In/02
LENNAR ~OMEe
-
TAMPA DlvlelCN
DRAtLN B.V.
N:/BLOCKS/STD 2001
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC11JRAL NOTES FOR WlND SPEED SPECIFlCATION 6CALE: N.T.S.
SECTION
~
TRuee 6RACING DeT AILe AND NOTEe
\...
DE JOB NO. PM - 5021
e3
FfGURE 1: FLASHING INSTALLATION
\./ ALL SHEA THING ~
RICKET AS
SPECIFIED
BY PLAN
ASPHAL T SEALANT:
EXTEND MIN, OF 611
OUTSIDE OF FLASHING
GAL V, MTL,
ILl FLASHING
'"
'..D
Z
f---<
L
DDF SHINGLES
FIGURE 2: WAll FINISH
TEXTURED! PAINTED
EXTERIOR wALL FINISH
:.:>
:z:
;:)
HOLD EXTERIOR
FINISH 28 ABOVE
ROOF
FLASHING
6 TO 12'
PER PLAN
SPEC'S,
6' HIGH
DIVERTER
FLASHING -.......
NOTE: IF RETROf'IT FILLED CELL OR UFLIFT e.TRAP CONDITIONe.
EXCEED (:3) FER PROJECT, CONTACT ENUINEER Of' RECORD
FOR ADDITIONAL INeTRUCTION.
..,
DO-
lD :J:
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>.
n .0
:D
. . .:.:
>> '3)
='J '"
00 -0
.., 0
... -
~
0<
GAL V, 'L' FLASHING
TYPICAL,
OOFING FELT
EXleTINU U-6I..OCK WI I 'S CONT.
DRILL ,~ 'XS' MIN. I-IOLE
OET 6AR IN EFOXY
CAP TO PREVENT LEAKA<:::ri:
'SX~'EM6EDDED INTO
EXleTINU U.6LOCK LINTEL
FILL CELL FULLl-IElGI4T WI
NON-5I4RINK GROJT
~X6'EH6EDDED NTO
EXIe.TINU F'OOTINU
SECTION
ecAl..E, NTe.
....
... 0
(.) -
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~ en
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...,.
c.lI -
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n CD
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- -
DRILL ,~ 'XS' MIN. l-JOLE
eET BAR IN EFOX'(
FIGU
3: CO
EXleTINU FOOTINCs
FLASHING INSTALLATION
RETROFIT FILLED CELL DETAIL
N. T .e.
:I) CD
- -~
:I) c::
llC:a
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:co
-
00 a..
Z:X
N.T.S.
FLASHING INSTAllATION
VHERE ROOF MEETS VERTICAL VALL
ROOF CRICKET:
MIN: 3:12 SLOPE
(REQUIRED AT
ALL LEVEL VALLEY
LOCA TIONS)
TEXTUREDi PAINTED
EXTER, VALL FINISH
6' X 18' H GALV,
FLASHING CONT,
PLASTER STOP.
ROOF
SHINGLES
L::J
Z
.......
I
V?
<t:
---!
u..
r-:
~
w
>
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6' ABOVE
VERTICAL RISE OF FLASHING
AT KNEEVALL
SEALANT
VERTICAL VALL
AT ENTRY
6' X 18' H GAL V,
FLASHING CONT,
ElASHING
~
NOTE: THIS DETAIL IS REQUIRED
AT ALL VERTICAL wALL INTERSECTIONS
wITH ROOF V ALLEYS 8x ROOF CRICKETS,
6' HORIZ,
FLASHING
ElASHING 12ETAll AT Cf$ICKET/KNEEWALL INTERQECTION
FILEREF: (SD4)KNGSTN,FLSHDET ISD (N D S C ALE)
PROPER INSTAllATION
......
......
......
......
......
.....
36'
.
.
SEAL NT LI
AIL SHINGLES V I 11 DR 12 GAUGE ROOFING
NAILS, 3/8' MIN HEADS, 6 PER SHINGLE,
.
.
. C'\\es
<;,'0\(\", ~
o \'0e c.y..e ~'(I <..\'3
t..~\eX\'0e f \ \/'2: \S
o\jef S c.'()<?~ eo.ge3/ b,'
e~~\~ ~f~'OOv~f\?
f'of'o () of, ~ (\0
V'?,e f'o~')' ~<;,e~'
~\Jge \<:.
"
"
"
",'
SHINGLE DETAil
N.T.S.
MAX. 8"
#5 REBAR (TYP.)
sm. 90' HOOK (TYP.)
NOTCH YVEB AT mE FIRST 2 COURSES
:1:5
FILLED CELL PER FOUNDA TlON PLAN
UNACCEPTABLE INSTAll TION "
DO NOT DO THIS "
,
#5 REBAR (TYP,),'
"
"
,
, 'fm. 90' HOOK (TYP.)
4'
FILLED CELL INSTALLATION
SCALE; N.T.S.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
MIAMI - DADE COUNTY, FLORIDA
MAUFACTURER - G S ROOFING PRODUCTS COMPANY, INC.
D SAMUEL A. GREENBERG, P E. ~424:;
D TI-IUY 1-1. I-IUYNI-I, P.E. ~60122
D IRWIN J. BENSON, P E. -491:;8
D All ABBAS I-IAKIM, P.E. ~618G
& REVISED 08-15-03
~ CREATED 02-27-02
120 MPH
3 SEe, GUST
UPLIFT CAPACIT'r' . &~S FOR I eTRAP PROD\X. T ACCEPTANCE 1* EXPIRATION DATE,
. I~~IZI FOR 2 5TRAP5
FIREHALT 2000 01-0503.03 00 / 14 / 2000
I-FLY PRE-ENGINEERED TRUe.5 FlREHAL T 2000 AR 01-0503.03 00 / 14 / 2000
LANDMARK 30 01-0503.03 00 / 14 / 2000
51MPe.ON I-N~ eTRAP LANDMARK 30 AR 01-0503.03 00 / 14 / 2006
LANDMARK 40 01-0503.03 06 / 14 / 2006
(4) &D& 1~ 'Xlv2' 00 / 14 / 2000
LANDMARK 40 AR 01-0503.03
TO TI-IE BE6T OF TI-IE EN61NEER'6 KNCWlEOOE AND BELIEF, TI-IE
6TRUCTURAL PLAN6 AND SPECIFICATIONS COMPL.,... WITI-I TI-IE
FLORIDA BUilDING CODE, 6ECTION IbiZlb FOR 12iZl MPI-I 3 6ECOND
(,(J6T, EXP06URE '8' WIND ZONE (2001 EDITION).
TI-I16 DRAWING AND DE61GN 16 VALID FOR 12 MONTI-I6 AFTER TI-IE
DATE IT 16 61GNED AND SEALED.
61C:sNED AND 6EALED FOR TI-IE 6TRUCTURAL PORTION OF TI-I16
DRAWING ONL""'.
DE
D ANSCO
ENGINEERING, FA.
p.o. eox ~ - AP01.1.0 6E~ - FLORIDA - ~~512
FI-fONE - (81~) 645 0166 FAX - (813) 645 %~
EI::II. AalAl rf\ T11ESE DRAWINGS AND DESIGNS ARE T11E JOINT PROPERrY OF DANSCO ENGINEERING, P.A. AND l'rlE
"" ....., IV \.'::JCUENT ON T11IS PROJECT ANY REPRODUCTION OR UNAUT110R1ZED USE IS PROHIBI1ID. - 2OD3
LENNAR ~OMee
eCAlE NOTED
DATE 2121/(l)2
DRAUN e.v.
N:/BLOCKS/STD 2001
TAMPA Dlvl810N
FRAMING CONNEcrrONe ii) Exr. WALLe
DE JOB NO. PM - B021
e3.t
)
REFER TO SECTION 1 A ON SHEET
S5 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~J ~t
/ SCISSOR TRUSS
" ./
"'-, '.,..-./
"",- .//:;/
"'-/'./ 24" O.C. ON TOP OF BOTIOM
././ /',,^ "'- "'- CHORD FOR (4) TRUSS SPANS
v/ ././ "'-",- " ATIACHED W/ 2-16d @ EACC
./ ././ // "'- TRUSS JOINT
/' v ' "
./ J'-.
/ "'-
/ ' 2" x 4" BLOCKING END NAILED
~_ W/ 2-16d @ 24" O.C. (MAX.)
I I ..-- II'
~~
~l ---- 2" x 4" BLOCKING (TURNED
... FLAT) NAILED TO TOP PLATE
., wi ~-10d NAILS
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~.
SCISSOR TRUSS
I _____
,
"'-
"
"'-
S CIS S 0 R T R U S S _______________
r-
:z:
<5
--:>
/
/
/ /
/ /
/ /
/ /
~ //
/ /
/ /
/
/
1/4" TO 1 /2" GAP BETWEEN
TOP PLATE & TRUSS
'-
~
~
o
o
o
o
5:
-J
0-
0-
<(
-J
SIMPSON A44 WI 8-
10d @ 48" O.C.
.A<I
C ~ WOOD FRAME EXT. WALL
.. ~ SIMPSON SP2 @
EVERY OTHER STUD
x
';-;
1/4" TO 1 /2" GAP BETWEEN
TOP PLATE & TRUSS
-r
I H::: ~--- SIMPSON A44 W/ 8-
>< ~ 10d @ EACH TRUSS
( --- WOOD FRAME EXT. WALL
l~
'" ~~ SIMPSON SP2 @
, EVERY OTHER STUD
l-t--' --
"
f--
~ ~ 1" x 2" P.T. FURRING STRIP
1/2" DIA. x 8" "J" BOLT @
48" O.C. W/ 2" DIA. x 3/16"
PLATE WASHER (TYPICAL)
MASONRY WALL (DESIGNED AS CANTILEVERED)-
1/2" NOMINAL PLYWOOD OR
O.S.B. NAILED W/ 8d NAILS @
4" O.C. BOUNDARIES, 6" O.C.
.......... EDGES, & 12" O.C. FIELD
Lr ~ 2x8 STUDS AT 16" O.C.
~ /' ~ SIMPSON SP1 @
....- J\j /. / EVERY OTHER STUD
:-: / K.O. BLOCK W/ (1)
#5 CONT. & FILLED
=J ~
~Ct ~
= ~ ~ 1/2" DIA. x 8" "J" BOLT @
= ~ 48" O.C. WI 2" DIA. x 3/16"
_ I- PLATE WASHER (TYPICAL)
..- - f---
== t ~ 1" x 2" P.T. FURRING STRIP
- I-
- f---
- 1-'
- I-
~ WOOD FRAME EXT. WALL
~ SIMPSON SP2 @
~ EVERY OTHER STUD
, ---r- ~"-- 2x8 STUDS AT 16" O.C.
x"---- 1 /2" NOMINAL PLYWOOD OR
....- ~ ~ O;,S.B. NAILED WI 8d N~ILS @
/ '0 4 O.C. BOUNDARIES, 6 O.C.
~ ~ EDGES, & 12" O.C. FIELD
~ ~ SIMPSON SP1 @
~~');; ~ EVERY OTHER STUD
~ - K.O. BLOCK W/ (1)
~ t: #5 CONT. & FILLED
f--- f--
"..
1/2" NOMINAL PLYWOOD OR O.S.B.------------ v
NAILED W/ 8d NAILS @ 4" O.C. . ~
BOUNDARIES, 6" O.C. EDGES, ---\j
& 12" O.C. FIELD
x
<(
~
'0
I
'in
~ 2x8 STUDS AT 16" O.C.
---r- -- SIMPSON SP1 @
....- ~ ~ EVERY OTHER STUD
,. _____-- K.O. BLOCK WI (1)
~ ------. #5 CONT. & FILLED
H ~V
~"1 ~ ~
I- r-
r- f-.
r- r-
I- f--
MASONRY WALL (DESIGNED AS
f---
~
f---
~
CANTILEVERED) --------- ~
~
f---
f---
~
f--
r-
f--
f--
I-
1/2" DIA. x 8" "J" BOLT @
48" O.C. W/ 2" DIA. x 3/16"
PLATE WASHER (TYPICAL)
r-
-
..,.....--
-
-
-
-
-
-
f---
l-
I-
f---
r-
l-
I-
f--
~~L....-
r- -
f--- -
f--- -
f--- -
Sl{/ V
1" x 2" P.T. FURRING STRIP
-
-
-
r-
~1ASONRY WALL (DESIGI~ED AS CANTILEVERED) - ~
f--
f---
-
-
-
-
NON-BEARING EXT. KNEE-WALL ~
SCALE: 3/4' = 1'-0' ~
NON-BEARING EXT. KNEE-WALL I
SCALE: 3/4' = 1'-0' ,
C \
55 1
-
-
-
-
Sl{ t:; v
NON-BEARING EXT. KNEE-WALL I
SCALE: 3/4' '" 1'-0' \
A\
55J
~
WOOD TRUSSES
8d @ 6"0/C
II 2 x 4 BLOCKING W/(2) 10d TOE
/ (NAILS@EACHEND@24"0/C(TYP)
(,BRACING W/(3) 10d x 3"
I @ EACH CONN. @ 24" O/C
\ 1 /Ix
t
:24' MAX
~l
1
/'
/ '",- ,/~ /
" / / r WOOD TRUSSES
SIMPSON A34 CONNECTOR /: '>" X V ,r-2x4 Rf.lT RUN BRACING
W/4-8d x 1 1\2" INTO BLOCKING"" ~"'-~"'-'jV AT 24 O.C. ON TOP OF
() /" /" TO " ,/ "'- BOTI. CHORD FOR 4
& 2 3 16 xl 3 4 TAPCONS IN ~ )< TRUSS SPANS ATIACHED
PRECAST (NOTE: MAINTAIN MIN. '" /' WI 2 - 16d AT EA. TRUSS
1 7/8" EDGE OIST. ON PRECAST) X "'~' "-- X JOINT
~ = = 2x4 BLOCKING @ 24" O/C
WI 2 - 16d TOENAILS @ EA.
1 \2" HIGH STRENGTH OR 5/8" GYP. = ~~----- MASONRY WALL
- -
WB WI 1 3/8" DRYWALL NAILS OR ~ =
DRYWALL SCREWS 7" O/C CEILING = =~ARCHITECTURAL FINISH
& 8" O/C WALLS _= ~-
REFER TO SECTION 1A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
x
r2X4
,
OUTLOOKER @ 24" O.C.
2 x 4 CROSS BRACE
AT RIDGE FASTENED
AT EACH JOINT W/
(2) 10d x 3"
,.,..-4BOMIN
X~ "- Ix \ ~IX IX I
~ I-~TOP CORD BLOCKING FOR FIRST FOUR ROWS 7
( ~~~~ ~F TRUSSES@EDGESOFSHEATHINGTYPICAL
TOENAIL W/ (2) 16d NAILS ,2 x 4 "T" ON TOP OF PANEL
~v~ I ____~ BLOCKING, FASTEN WITH
.....-1"" T I ~ ............... I I I I 10d x 3" @ 4" O/C
XYr," "/' '~~1'/~
"-4BoMIN ~~
SIMPSON H 10 OR EQUAL~
@ EA. OUTLOOKER \
:~
....
:5
2 x 4 @ 24" O.C.
2 x 4 PANEL BLOCKING @ 4S" O.C.
ATTACHED W / (2) 16d TOENAILS
INTO BOTTOM CHORD.
--1
INTERIOR HIP VAULT; -
6: 12 SLOPE CENTER
AND 3: 12 SLOPE SLIDES.
ij
II .,,--1/2" COX PLYWOOD OR 7/16" OSB
I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
~ EDGES AND 12" O.C. FIELD
I
I ,..-GABLE TRUSS
:$
X I .,..,-''L'' BRACE TO EXTEND AT LEAST
:!=~ 2 x 6 P.T. Y 90% OF WEB LENGTH (SEE TABLE BELOW)
~ ~:SILL r
~< ~$ IOd x 3" @ 3" o/e THROUGH
J r CHORD INTO 2" x 6" P.T. PLATE
5/S" OR 1 /2" CEILING DENSE Y /
GYPSUM WALL BOARD FASTENED --: <. .",-- ~t6~R W/EAJ~~~~RY.
WITH Sd COOLER NAILS OR 1 1/4" ~. {~..
LONG DRYWALL SCREWS COMPLYING /~ \.- MOISTURE BARRIER.
WITH ASTM C 1002 FOR FIRST s' -0"
FROM END WALL @ 4" O/C TYPICAL "- -- USP LTPA @ 4S" O/C (TYP.)
f-
"-
1/2" DIA. BOLT @ 24" O.C. "-
MINIMUM 6" FROM PLATE SPLICES
W/ 3/16" x 2" DIA. PLATE WASHER
END
I
l..oi~
CEILING _
RIDGE
~..
=
a..
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:-~ .Q
='" .;.C
... co
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n ::I
....<
\ ~ :\-1"
- 2 x 4 NON-STRUCTURAL
FRAME KNEEWALL
~ 2 x 4 P.T.
I "'-- MOISTURE BARRIER
~ ~ BOND BEAM
~ MASONRY WALL
~ 4.2R INSUlATION
EXT. WALL CONN. -a) ~
NON - LOAD BEARING LOCATION ( D \
REFER TO DETAIL A/51 FOR MORE INFO. SCALE: 3/4' = 1'-0' \&
D ....
.... 0
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SiMPSON A34
W/4-8d x 1 1/2" INTO
BLOCKING & (2)
3/16" DIA. x 1 3/4" TAPCONS
INTO BOND BEAM.( 1 7/8"
EDGE DIST MIN.)
/ .,
'L I BRACING REQUIREMENT6
lATERAL CAPACITY
(157 PLF) "'=45~-65~
STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
SPACING "L" BRACE ''L'' BRACE ''L'' BRACE "L" BRACE
16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0"
SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"X8" FULL HEIGHT @ DIAPHRAGM BLOCKING
D SAMUEL A. GREENBERG, P.E. i34245
D TI-IUY 1-1. 1-1 UYN 1-1 , P.E. ~~0122
D IRWIN J. BENSON, P.E. .4~158
D All ABBAS I-IAKIM, P.E. ~~ 18~
t\ AL T.
EXT. WALL CONN. -a) ~
NON - LOAD BEARING LOCATION ( E \
REFER TO DETAIL A/51 FOR MORE INFO. N.T.S. 55 I
""='"
,
D E DAN5CO
ENGINEE~ING, FA.
p.o. eox ~ - APOL.L.O BEACH - R..ORJDA - 33512
~ - (813) 645 fZ>t66 PAX - (813) 645 %~
e6 ..tat"" fC\ niESE DRAWINGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING. PA, AND niE
....., IV ~ CUENT ON nilS PROJECT ANY REPRODUC1l0N OR UNAUniORIZED USE IS PROHIBllED - 2003
"
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
1 Odx3" NAILS @ 4" O/C.
GABLE END DETAIL AT HIP VAULT j
1
SCALE: N.T.5.
F
55
)L
If
ill CREATED 01-02-02
120 MPH
3 SEC. GUST
-=-
--=
TO TI4E BEeT OF THE ENGINEER'e KNOWLEDGE AND BELIEF, THE
STRUCTURAL PLANS AND OFECIFICATION$ COMFl Y WITH TI4E
FLORIDA BUILDINU CODE, 5ECTION 1606 FOR 120 MPl-4 3 SECOND
GOOT, EXPOSURE '6' WIND ZONE (2001 EDITION).
THI5 DRAUJINU AND DE516N Ie VALID FOR 1:2 MONTH$ AFTER TI4E
DATE IT IS 516NED AND 5EALED.
516NED AND 5EALED FOR THE STRUCTURAL PORTION OF THI5
DRAUJIN6 ONLY.
&EAl..""-
\ eCALE NOTED
DATE 112/02
LENNA~ ~OMEe
TAMPA DlvlelON
DRAUN BV.
N:/BLOCKS/STD 2001
~
FRAMING CONNECTION5 e EXT. WALL5
\...
DE JOB NO. PM - 5021
85
~
SEE STRUCTURAL NOTES AND NAiliNG
SCHEDULE, FOR SHEATHING DETAIL ~
i Jt~ t4
1 I r ."-. II /
TOP CORD BLOCKING FOR FIRST FOUR ROWS J
OF TRUSSES @ EDGES'~OF~SHEAl11l'NG TYPICAL
2x4 CROSS BRACE
@ 48" O.C @ EACH JOINT
W/(2) 10dx3" "
w
/TOENAIL W/ (2) 16d NAILS
r2x4 OUTLOOKER @ 24" O.C.
, "F.1 t4
1
~s1MPs01 H1 0 OR EQUAL
@ EA. UTLOOKER
t24' MAX.
I .........-"L" BRACE TO EXTEND AT LEAST X
~ 90% OF 'NEB LENGTH (SEE TABLE ON SHEET <l
S3) ATTACHED W/ 10d NAILS @ 4" O.C. r:
.
~
I
SEE STRUCllJRAL NOTES AND NAiliNG
SCHEDULE I FOR SHEATHING DETAIL ~
i. B~ IXI ,
1 I r ,"-. II /
TOP CORD BLOCKING FOR FIRST FOUR ROWS J
OF TRUSSES @ EDGES, ~AIING TYPICAL
2x4 CROSS BRACE "" ""'J.
@ 48" D.C @ EACH JOINT "
W/(2) 10dd"
/ TOENAIL W/ (2) 16d NAILS
/ r 2x4 OUTLOOKER @ 24" O.C.
DG
" 'F.
I
I
I :>4' MAX.
I
I
I
I ______VERTlCAL WEBS @ GABLE END
~;~ ~~E~IRBSLTO~~~ND~ ~F 4~~DO'~ALL ~ :1 / itt::~~X:ri~;~~~/~~d 7/.1~ 00;.80C
FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
ATTACHE~ I W/ (2))6;d TOE~AILS 1\ I .............. (2) 16d, ONE ON EACH SIDE OF ", BLOCKING
I t4 I, 'I I I' I 1 /8 " ~ .............. ~DBL. 2X4 HEADER
2x4 "T" ON TOP OF PANEL J SIMPSON H10 ~: :1: SIMPSON DTC @ 16"O.C. W/(2) 8d
BLOCK~~~'x~"A~TE~, ~~ OR EQUAL ~ / I /;TO BOTTOM OF GABLE & (4) 8d INTO
SIMPSON SP2 L I 2 x 6 SILL PLATE
OR EQUAL
,
.-r
. 2X4 W/ (4) 10d ~ "
51~T EACH END / r:~_ "--C.J. SILICON 1/4" GAP
~ =-? KNOCK-OUT BLOCK W/ (1) #5 CONT.
(1) SIMPSON H3
2x6 P. T. SILL PLATE ------ 2X4 SPF FR~ME WALL ~t I
W/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. .
O.C. & 6" FROM PLATE MAX. . _ -l I
SPliCES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"~ - 1 I
x 2" WASHER x2 1/4' TAPCONS @ 12' O.C. (MAX.) I I
(1) ROW 2X BLOCKING @ ~ *=*=
MID-HEIGHT FOR WALL I I
HEIGHT < 8'-6" AND (2) ~ I I
d ROWS @ 1/3 PTS. FOR + =+ 2X4 P.T. W/ 1/2"~ "J"
Ul WALL HEIGHTS> 8'-6" I I / BOLTS @ 24" O.C.
SIMPSON SP1 I 1 --1
OR EQUAL N' T ~ SEE SECTlON A/S1 FOR TYPICAL
SEE SECTlON A/S1 I A // FOUNDA TlON AND BLOCK WALL
" FOR SLAB DETS. \ . V 1 / _ DETAILS
" ~=~
~c' , '7<~
~~~ ~ ~~
/~~ /~ ~~"
~<<<"C ~/
/~~~~~~.
'Y>V&)0/'
)Y
/ TOENAIL W/ (2) 16d NAILS
r2x4 OUTLOOKER @ 24" O.C.
t4
~ SIMPSON H10 OR EQUAL
- @ EA. OUTLOOKER
SEE STRUCllJRAL NOTES AND NAiliNG \
SCHEDULE FOR SHEATHING DETAIL
,
i R~ t4
1 II' ,"-. II J
TOP CORD BLOCKING FOR FIRST FOUR ROWS
or ffi1Jss[S 0 EDGES~.TG TWIGAL
2x4 CROSS BRACE
@ 48" O.C @ EACH JOINT "
W/(2) 10dx3"
w
(l.)
2x4 "r' ON TOP OF PANEL
BLOCKING, FASTEN WlTH
10dx3" @ 4" O/C
I .--VERTlCAL WEBS @ GABLE END
V-- ARE @ 16" O.C.
~ 1/2" CDX PLYWOOD OR 7/16" OSB
~ V SHEAl11lNG ATTACHED w/ 10d NAILS I!) 6" O.C.
EDGES AND 12" O.C. FIELD
I ......(2) 16d, ONE ON EACH SIDE OF " BLOCKING
'- V___(2) 16d
I ~ / I,' I I t4 I' I ~t1 ~~~DBL. 2X4 HEADER
SIMPSON H1 0 ~ -----;: ~ ::
OR EQUAL SIMPSON SP~------ i -"
OR EQUAL ,
i SIMPSON DTC @16" O.C. W/(2) 8d
I I .......--TO BOTTOM OF GABLE & (4) 8d INTO
2X4 w/ (4) 10d :- , V 2x6 SILL PLATE
AT EACH END
--------- G ~c.J. SILICON 1/4" GAP
2x6 P.T. SILL PLATE ----------- ./ IT
W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL......./"" ~, KNOCK-OUT BLOCK W/ (1) #5 CONT.
O.C. & 6" FROM PLATE SllJDS@ 16" ~.C. m' ~. ..--cONC liNTEL w/ (1) #5 CONT
SPL~CES W/ 3/16" MAX. 8 V . . . .
x 2 WASHER SIMPSON SP2 .
OR EQUAL y:
DBL. 2X8 w/ 1/2" PLYWD. FliTCH PL. w/ SIMPSON LSTA18 L\I Ir-
(OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d
INTO DBL. 2X8 ON EACH SIDE OF WINDOW ---^IV_ r--
2X4 P.T. SPACER II V
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW j I
OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I
36") I '-
I II I J
I II I , MASONRY WALL (DESIGNED
I II I AS CANllLEVERED)
I II I: ____RE-BAR BEYOND - SEE FILL CELL
.1 II.--t-:----. ON PLAN
I In I 2X4 P.T. W/ 1/2"~ "J"
: ::~:v BOLTS @ 24" O.C.
I II~~!/ SEE SECTlON A/S1 FOR TYPICAL
I II A~FOUNDATlON AND BLOCK WALL
SEE SECTlON A/S1 1)1i I DETAILS
FOR SLAB DETS.\ l.., '111 I
~=~I; I ~
~ J ::<-0
~~v)\ ~ I 3;Y~>>
'0('0("(/< ':S:..J ,,'0('0(<
/>;:>>~~ /.!r-,,\ ><<'Y;;"
<<<~ ~~/
//>~><<~~~~ .
'<','>>>2>~~'"''
(()
2x4 PANEL BLOCKING @ 48" O.C.
FOR THE FIRST 8'-0" OF END WALL
FROM EA. END TYP. BonOM CORD
ATTACHED w/ (2) 16-d TOf~AILS
, / / II
1t4/I,' I 1t4 I'
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WlTl-l
10dx3" @ 4" O/C
\
I \.- SIMPSO~ H1 0 OR EQUAL
I @ EA. UTLOOKER
I 24' MAX.
I "L" BRACE TO EXTEND AT LEAST X
I ____ 90% OF WEB LENGTH (SEE TABLE ON SHEET i!
I S3) ATTACHED W/ 10d NAILS @ 4" O.C.
I .--VERTlCAL WEBS @ GABLE END ~
l ~ ARE @ 16" O.C. (()
~ II ,,- ~~'l11~~GX A~~~~~DO~/ ~~d 7~iL~' @O~"B O.C.
EDGES AND 12" O.C. FIELD
~I ,......-{2) 16d. ONE ON EACH SIDE OF ", BLOCKING
': ......__DBL. 2X4 HEADER
~ tl ""'. ---
I
, 'f.'
"L" BRACE TO EXTEND AT LEAST X
__ 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)r:<l
ATTACHED W/ 10d NAILS @ 4" O.C. a
~
I
2x4 PANEL BLOCKING @ 48" O.C.
FOR THE FIRST 8'-0" OF END WALL
FROM EA. END TYP. BOTTOM CORD
ATTACHED W/ (2))~d TOf~AILS
I
a
~ X
1<1
U)I:
- ~
SIMPSON H10 ______ '
OR EQUAL SIMPSON SP2--- ~ ;
OR EQUAL .~
2X4 W/ (4) 10d
AT EACH END ~
,
, ,
" ,
,
I
I SIMPSON DTC @16"0.C. W/(2) 8d
./ TO BOTTOM OF GABLE & (4) 8d INTO
/ 2 X 6 SILL PLATE
~ X
1<1
U)I:
CONC. SILL
X
<l
r:
.
~
I
N
2x6 P.T. SILL PLATE -& ~ C.J. SiliCON 1/4" GAP
W/ 1/2" DIA. BOLT @ 48"
O.C. & 6" FROM PLATE / T T KNOCK-OUT BLOCK W/ (1) #5 CONT.
;Pi!,C~SA;~R3/16" 2X4 SPF FRAME WALL.-/" ., I I
SllJDS @ 16"'~'C' ~ I'B' ,,----- CONC. liNTEL W/ (1) #5 CONT.
MAX. ~ 8
SIMPSON SP2 /1
OR EQUAL /1
DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 I L
(OR EQUAL) W/ (7) 8d NAILS INTO SllJDS AND (7) 8d ^
INTO DBL. 2X8 ON EACH SIDE OF WINDOW flY _
2X4 P.T. SPACER ,IV
I I
-, I
MANUFACllJRED WINDOW W/
FRAME. SEE DET. B/S2 FOR
HEADER & SILL DETAILS
a X
~<1
II:
U)
MANUFACllJRED WINDOW W/
FRAME. SEE DET. B/S2 FOR
HEADER & SILL DETAILS
2X4 SPF FRAME WALL SllJDS ON EACH SIDE OF WINDOW
OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER lliAN
36")
CONC. SILL
X
<1:
r:
a
~
1
MASONRY WALL (DESIGNED
AS CANTILEVERED)
X
<l
r:
~
I
SEE TYPICAL GABLE END BALLOON
FRAME DETAIL FOR FRAMING DET-
AILS BEYOND WINDOW (SEC. A/S6)
II I
111 MASONRY WALL (DESIGNED
II I AS CANTlLEVERED)
+8 ____ RE-BAR BEYOND - SEE FILL CELL
_/ I ON PLAN
2X4 SPF FRAME WALL
SllJDS @ 24" O.C. +H
~::'P.T. SPACER~ lL
2X4 P.T. W/ 1/2"~ "J"~~ TfTI
BOLTS @ 24" O.C. +H SEE SECTlON A/S1 FOR TYPICAL
Z- FOUNDATlON AND BLOCK WALL
SEE SECTlON A/S1 II DETAILS
FOR SLAB DETS. 1 ~ III I
~~~~~,,0J~ :' ~~ ~
>~~~ ~ ~~
"S~~)\ . . ~*~
/~~ r-\~~
/~~~~~~'\
"~/>V&)0/'
2X4 TOP PL. /
2X4 P.T. SPACER -./
-
N
-
f::!
NOTE:
NOTE:
NOTE:
SEE SECTION D/S1 FOR
FRAME TO MASONRY WALL
CONNECTION @ ENDS OF
BALLOON FRAME WALL
SEE SECTION D/S1 FOR
FRAME TO MASONRY WALL
CONNECTlON @ ENDS OF
BALLOON FRAME WALL
SEE SECTlON D/S1 FOR
FRAME TO MASONRY WALL
CONNECTlON @ ENDS OF
BALLOON FRAME WALL
TYPICAL ALTERNATE BALLOON FRAME @ GABLE END I A \
NOT TO SCALE '66 I
AL TERNATE BALLOON FRAME @
NiCHE WALL DESiGN
GABLE END OVER WINDOW ~
NOT TO SCALE \!:V
AL TERNATE BALLOON rRAME @ GABLE END OvER WINDOW I C \
FLUSH WALL DESIGN NOT TO SCALE '66 J
T~IS DESIGN IS FOR A MASONRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
TI-IE DE61GN CALLS FOR A TRAN61TION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
~AS BEEN DE61GNED TO MEET TI-IE STRUCTURAL REQUIREMENTS OF TI-IE FLORIDA BUILDING CODE 2@@1,
INCLUDING TI-IE 6PECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
T~IS DESIGN IS FOR A MASONRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
TI-IE DE61GN CALLS FOR A TRAN61TION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM T~AT
~AS BEEN DESIGNED TO MEET T~E STRUCTURAL REQUIREMENTS OF TI-IE FLORIDA BUILD ING CODE 2@01,
INCLUDING T~E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
T~IS DESIGN IS FOR A MASONRY ~OME WITI-l A GABLE ENDWALL ADJACENT TO A CA T~EDRAL CE ILlNG.
TI-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CON6TRUCTION AT A BOND BEAM T~A T
~AS BEEN DESIGNED TO MEET TI-IE STRUCTURAL REQUIREMENTS OF T~E FLORIDA BUILD ING CODE 2@@1,
INCLUDING TI-IE SPECIAL WIND PROVISIONS GIveN IN 6ECTION 2111.
TI-IE GABLE END WALL6 ARE STRUCTURALLY CONTINUOUS FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
DIAP~RAGM.
T~E GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
D'AP~RAGM.
TI-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM TI-IE FLOOR TO TI-IE ROOF (OR CEILING)
DIAP~RAGM.
:.:>
:z:
::l
D SAMUEL A. GREENBERG, P.E. #34245
D T~UY ~. l-IUYNI-l, P.E. #60122
D IRWIN J. BENSON, P.E. .4~158
D ALl ABBAS l-IAKIM, P.E. ~6186
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ffi CREATED 05-22-02
r
TO Tl-IE BEST OF Tl-IE ENGiNEER'S KNOJ.JLEDGE AND BELIEF, Tl-IE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY UJITI4 Tl-IE
FLORIDA BUILDING CODE, SECTION I~~~ FOR 120 MPI-I 3 SECOND
GUST, EXPOSURE 'B' UJIND lONE (2001 EDITION).
TI4IS DRAWING AND DESIGN IS vALID FOR 12 MONTI-IS AFTER TI-IE
DATE IT is SIGNED AND SEALED.
SiGNED AND SEALED FOR Tl-IE STRUCTURAL PORTION OF Tl4IS
DRAUJING ONLY.
a ....
.... 0
-
....
t~ I
:::>
en
u .
'1;) ...,.
:=
120 MPl-t
3 SEC. GUST
D AN5CO
ENGINEERING, P A.
p.o. eox 3400 - APOllO 6EA04 - FLORIDA - 33512
R10NE - (813) 645 0166 FAX - (813) 645 ~ga
E6 .AB.I"" r[\ THESE DRAIIINGS AND DESIGNS ARE THE JOINT PROUTY Of" DANSCO ENGINEERING, P,A. AND THE
~ - \S!CLlENT ON THIS PRO..HT ANY REPRODUCTION DR JNAUTHORIZED USE IS PROHIBITED. - 2003
DE
"\
eEAL"""
\ 5CALE NOTED
DATE 5122/02
LENNAR I-iOME5
TAMPA DIVl810N
DRAUN B.V.
N:/BLOCKS/STD 2001
:I) cD
- ""?
:I) C
:r:::=
g-;
oJ <D
:00
-
.. a..
z::t:
"-
6ALLOON FRAMING DET AIL5
\....
DE JOB NO. PM - 5@21 8b
~
MODEL: 110RW4 (25 GA. STEEL
MODEL: 120RW4 (24 GA. STEEL
SKiN)
SKI~.n
r OPTIONAL DSB GlJI,SS OR
1 18" ACRYLIC LITES AVAILABLE
(SEE SECTION B-B)
20 GA. MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM
TOP, BOTTOM & CENTER).
1- 2. THICK
(1) INTERMEDIATE STILE
ATTACHED W/ TOG-L-LOC (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
'0
I
Co
I~ISIDE SLIDE BOLT
LOCK OPTION
25 GA. MIN. STEEL
SKIN COATED WITH G-60
GALVANIZING, BAKED-ON PRIMER.
AND A BAKED-ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
f-
I
l)
W
I
C!:
o
o
o
/ ONE 3" TALL x 20 GA
50 KSI MIN. U-BAR
PER DOOR SECTION.
&
x
4:
:::;:
SLIDE BOLT
LOCK ENGAGES
INTO VERT,CAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
~
LOCATION OF
OPTIONAL VENTS
OPTiONAL OUTSIDE KEYED LOCK POSITiON
HAX DOOR '.'IDTH 9'0'
~ #14x5/8" SHEET METAL SCREWS
/i:
~fo~ 1/'."/4. SE~
~ TAPPING SCREWS.
14 GA. END HINGES
VIEW "B"
~,OTE 1:
DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN)
DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
FOR 8'-0" HIGH UNITS
3" TALL U-BAR
20 GA. GALV. STEEL
50 KSI MIN.
REV
01
02
03
DESCRIPTION
ADD 'CBPC' TO TITLE BLOCK
CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DATE
9/27/1999
12/01/1999
112000
L-l 3" 1-
1-7/8" ~
T
NUAIR SINGLE HUNG HINDOH SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
r,
~
---- 16 GA. GALV. STEEL TOP
ROUER BRACKET. EACH
BRACKET ATTACHED W/(3)
* 1 4x5/8" SHEET METAL
SCREWS.
rr
13 GA GALV. STEEL FlJI,G BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x 1-5/8" WOOD lJI,G SCREWS.
CALL SIZE
MANUFACllJRER SERIES 1*
DESI6N
PRESSURE (PSP)
DESI6N
Sl.IG TION (PSP)
-80.0
-80.0
LOCATION
f-
I
<.:>
W
I
C!:
o
o
o
II
'I "L"
<.:>
W
I
<.:>
~
z
w
0...
o
IA2SH (1/2 325+1)
22SH
325+1
I A3 (1/2 335+1)
23SH
335+1
IA45+1 (1/2 345+1)
245+1
345+1
IA5SH (1/2 355+1)
255+1
ClOO
ClOO
ClOO
ClOO
ClOO
ClOO
ClOO
Cloo
ClOO
ClOO
ClOO
ClOO
ClOO
ClOO
ClOO
+15.0
+15.0
TRACK CONFIGURATION
GARA6E
SERVICE DOOR
DOOR
HEIGHT "L"
6 -6' 70
7 -0 76
7 -6 82
8 -0' 88
14 GA. GAlV. STEEL
END HINGE. EACH
F ASTI:NED TO END
STItES W/(4) #14x5/8"
SHEET METAL SCRE....'S
& (4) 1/4.x3/4. SE15
TAPPING SCREWS.
2" GALV. STEEL TRACK,
MIN. TRACK THICKNESS: .060"
POOL BATH
DOOR
TiP 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
BREAKFAST TO
LANAI DOOR
r 3. TALL x 20 GA. GALV.
STEEL U-BAR. ONE U-BAR
PER SECTION. EACH U-BAR ATTACHED
WrTH TWO 1/4.>3/4. SE15 TAPPING
SCREWS PER STILE LOCATION.
EXTERIOR
FRENCH
DOOR
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH TWO #14x5/8.
SHEET METAl SCREWS.
ALUMINUI.l EXTRUSION
do: VINYL WEATHERSTRIP.
355+1
IAbSH (1/2 3b5+1)
2bSH
30SH
2020SH
3020SH
4020<"-*1
2030SH
30305+1
MAIN
ENTRY
DOOR
18 GA. INTERMEDIATE HINGE
VIEW "0"
SECTION A-A (SIDE VIEW)
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
2 000 PSI MIN. CONCRETE COLUMN):
3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS
(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE
1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 liTE RETAINER
PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
20 GA. GALV. STEEL I~NTEa."LE - 'N'," T^PCONS. ANCHORS ",Y BE COUNTERSU",
(BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTI~jG SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
~ 18 GA. G.t\LV. STEEL CENTER HINGE
FASTENED TO INTER. STILES W/(4)
# 14x5/8" SHEET METAL SCREWS
r STOP MOULDING BY DOOR INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
2x6 YELLOW PINE JAMB
12 GA GAl_V STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMBJ
WITH ONE 5/16"x1-5/8" lJI,G SCREW
PER TRACK BRACKET
/
2" GALV. STEEL TRACK FASTENED TO J
12 GA. GALV. STEEL TRACK BRACKETS
TRACK ATTACHED TO EACH BRACKET
A WITH ONE 1/4"x5/8" BOLT & NUT
~ OR TWO 1/4" DIA RIVETS
\
L14 GA. GALV. STEEL ROLLER HINGES
FASTENED TO END STILES EACH W/(4)
#14x5/8" SHEET METAL SCREWS AND
(4) 1/4"x3/4" SELF TAPPING SCREWS
OUTSIDE KEYED
HANDLE
PER END HINGE.
2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
cAMB CONFIGURATION
SECTION C-C
PREPARATION OF JAMBS BY OTHERS
I-JOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILlTi OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRDH BU'LDI~IG CODES FOR THE LOADS LISTED ON
THIS DRAWING.
VERTICAL JAMB AlTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" LAG SCREWS ON 24" CENTERS. 1-1/4" 00. MIN.
WASHER REQUIRED LAG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
MODEL' 110RW4 (25 GA STEEL SKIN]
MODEL: 120RW4 (24 GA. STEEL SKIN)
MAIN
ENTRY
DOOR
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE)
OPTIONAL 10 SCREW
WINDOW LITE
5ECTION B-B
+15.0
+15.0
+15.0
+15.0
-80.0
-80.0
-18.4
-80.0
ClOO
ClOO
'100
ClOO
ClOO
'100
ClOO
ClOO
ClOO
ClOO
'100
'100
ClOO
ClOO
'100
END
STILE
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP lJI,TCH ON
EACH SIDE OF DOOR.
INTER.
STILE
4030SH
OUTSIDE
HANDLE
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
2040SH
3040SH
4040SH
20505+1
3050SH
4050SH
2000SH
30bOSH
4000SH
MAiN
ENTRY
DOOR
END
STILE
INSIDE HANDLE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
OUTSIDE KEYED LOCK
SNAP lJI,TCH LOCK OPTION
DESIGN LOADS: +25.0 PS.F. & -32.0 P.SF.
TEST LOADS +37.5 PS.F. & -48.0 P.S.F.
DES. BY
MWW
REV.
03
"RA.ING NO.
101979
C>E:CKED BY
MWW
DESCRIPTION
SI NGLE CAR MODEL 110RN4 & 120RN4
+25.0/-32.0 PSF DESIGN LOAD
OTES ASTM EI300
DA TE SCALE
8/25199 NOTED
MAX. DOOR SIZE 9'0"W X 8'0"H
Clopo)' 81.1I''''''9 Products Company "'" R'qhtl R~..:l.
n,. lJm;Jn9f1rr,~t.s depicted to.reit'l art' U. !Iole property
of th. elope)' B"ildinQ Prod...ctJ Ccn:~Cr1)'. and me)'- r'\ot
be ~produced in any fonT'l .ru,out its written permission.
CBPCf
NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
(513) 381-4800
312 WALNUT STREET6 SUITE 1600
CINCINNATI. OH 452 2
OM.ton of Clopay 8ufldlflg Product.
~o GA MIN END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM
(TOP, BOTTOM & CENTER).
REV DATE
01 9/27/1999
02 12/01/1999
03 1/2000
+50.0
+50.0
DESCRIPTION
~/- (5) IrHERMEDiATE STILES FOR 16' WIDE DOOR
ATTACHED W/ TOG-L-LOC (TOP & BOT)
_ A AND URETHANE ADHESIVE (ALONG CENTER)
r
OPTIONAL SSB GLASS OR
1/8" ACRYLIC LITES AVAILABLE
(SEE SECTION B-B)
!
=0
CALL SIZE
DESI6N
PRESSURE (PSp)
DESI6N
SUC TI ON (PSP)
-80.0
-80.0
ADO 'CBPC' TO TITLE BLOCK
CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
ADDED JAMB ATTACHMENT INFORMATIDri
MANUFACllJRER SERIES 1*
2020HR
3020HR
4020HR
5020HR
6020HR
2030HR
3030HR
4030HR
5030HR
6030HR
2040HR
3040HR
4040HR
5040HR
0040HR
2050HR
3050HR
4050HR
5050HR
6050HR
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I 0H3
OH2 I OH3
OH2 I 0H3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I 0H3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I OH3
I
HOR'ZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
~
/
//
~
- tr4
\
,
DD
/~""
( \
o
I
//
//
t
,
\ B
E
II
"0
I
':0
C
C
f-
I
S2
'..u
I
C!:
o
o
o
'\
\
VlJ
~
~DIDD
I '\ I '\
'II \
~
~
t::::
(
A)
VIEW "B"
rr
13 GA. GALV. STEEL FlJI,G BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1-5/8" WOOD lJI,G SCREWS
f-
I
l)
W
I
C!:
o
o
o
-
TRACK CONFIGURATION
-
-----
~- VIEW "c"
DOOR
HEIGHT "L"
6 -6" 70"
7 -0 76
7 -6 82
8 -0" 88
0J
2" GALV. STEEL TRACK.
MIN. TRACK THICKNESS .060"
V\
t=
'I "L"
<.:>
W
I
<.:>
Z
Z
W
0...
o
TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
~ LOCK POSITION
0/ (TWBOTH SIDES)
6 0 POINT LOCKING
x
4:
::;;
~
DDD
~
'\
DDD
\
DDD
//
3" X 20 GA. U-BARS.
U-BARS IN A 2-1-2-1
PATTERN (I.E. TWO U-BARS
ON BOTTOM SECTION,
ONE U-BARS ON NEXT
SECTION, ETC.)
HTED AREAS DENOTES ASTM EI300 LIMITATIONS AS REQlIlRED BY F
NI
I I
#14x5/8" SHEET METAL SCREWS
Ih (
~ LOCATION OF
OPTIONAL VENTS
I I
~ OPTIONAL OUTSIDE KEYED LOCK POSITION
-
18 GA. INTERMEDIATE HINGE
VIEW "0"
A
:.:>
:z:
::l
riOTE 1.
DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
DOORS OVER 7' _0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
MAX. DOOR WIDTH = 16'-0"
INSIDE ELEVATIONS
:10
>> a.
D:I:
='J
~
.0 .0
>>
00 ,:,0:
.... Q)
>> cD
oo~
.... 0
S> -
~
D<
1/4"x3/4" SELF
TAPPING SCREWS.
1 4 GA. END HINGES
VIF:N "B"
NUAIR SLIDING GLASS DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
& VERTICAL JAMB ATTACHMENT C-90 BLOCK OR
2000 PSI MIN. CONCRETE OLUMN'
3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90
BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000
PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
CALL SIZE
DESI6N
PRESSURE (psp)
DESI6N
Sl.IGTION (PSP)
-04.0
-55.0
-3,.1
-55.0
MANUFAC llJRER SERIES 1*
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
20 GA MIN. GALV. STEEL END STILE
&
5008 SGD
bOb8 SGD
80b8 SGD
ClOb8 SGD
200
200
200
200
+30
+30
+30
+30
2x6 YELLOW PINE JAMB
20 GA GALV. STEEL '~~
7/16" 1.0. ROUND PUSHNUT ~ 18 GA. GALV. STEEL CENTER HINGE
FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4)
#14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES
FASTENED TO END STILES EACH W/(4)
# 14x5/8" SHEET METAL SCRF:NS AND
(4) 1/4 "x3/ 4" SELF TAPPING SCREWS PER END HINGE.
MOLDED INSIDE
LITE RETAINER
OPTIONAL 1 0 SCREW
WINDOW LITE
SECTION B-8
12 GA. GALV. STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMBJ
WITH ONE 5/16"x1-5/8" lJI,G SCRF:N
PER TRACK BRACKET.
2" THICK
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE)
25 GA. MIN. STEEL
SKIN COATED WITH G-40 MIN.
GALVANIZING, BAKED-ON PRIMER,
AND A BAKED-ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
~
- 0
~ -
"?
(I)
~ 0;)
..
01-
~5l
~ i
:I) 0
- -
>- >
..J (I)
- ~
~CN
.1..-
. ....l
.u~
..J ,
~a.
z: :I:
:I) -a
<~
~~
- a..
- .
:z: --
~-
z: <l)
z-
.u ,.
~ cD
- :I:
....
S>
~:;
<0
::l
:I) cD
- ..,
:I) c:
~ c:>>
g-;
..J (I)
::0 0
-
.. a.
Z :I:
12 GA GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(4)
#14x5/8" SHEET METAL
SCREWS.
&
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" LAG SCRF:NS ON 18" CENTERS. 1-1/4" 0.0. MIN.
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
SH" LAP JO'NTS. \
14 GA GALV. STEEL
END HINGE. EACH
FASTENED TO END
STILES W/(4) #14x5/8"
SHEET METAL SCREWS
& (4) 1/4"x3/4" SELF
TAPPING SCREWS
r SLIDE BOLT
I LOCK ENGAGES
INTO vERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
SECTION A-A (SIDE VIEW)
3" TALL X 20 GA. GALV. STEEL U-BARS
IN A 2-1-2-1 PATTERN (IE TWO U-BARS
ON BOTTOM SECTION, ONE U-BAR ON NEXT
SECTION. ETC.). EACH U-BAR ATTACHED
WITH 1/4"x3/4" SELF TAPPING SCREWS
PER STILE LOCATION.
3" TALL U-BAR
20 GA. GALV. STEEL
MIN. YEILD STRENGTH: 50 KSI
L-1 3" 1-
1-7/8" ~
T
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
OUTSIDE KEYED
HANDLE
SNAP lJI,TCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP lJI,TCH ON
EACH SIDE OF DOOR.
2" GALv. STEEL TRACK FASTENED TO
12 GA GALV. STEEL TRACK BRACKETS.
TRACK ATTACHED TO EACH BRACKET
WITH ONE 1/4"x5/8" BOLT & NUT
OR TWO 1/4" DIA. RIVETS.
END
STILE
PREPARATION OF JAMBS BY OTHERS.
2" DIA. SHORT STEM, 10 BALL STEEL ROLLER.
INSIDE HANDLE
JAMB CONFIGURATION
SECTION C-C
OUTSIDE KEYED LOCK
SNAP lJI,TCH LOCK OPTION
OUTSIDE
HANDLE
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILlTi OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUiLDING CODES FOR THE LOADS LISTED ON
THIS DRAWING.
DESIGN LOADS: +24.0 PSF & -24.5 PSF
TEST LOADS: +36.0 PSF & -37.0 PSF
END
STILE
INTER.
STILE
MAX. DOOR SIZE: 16'0"W X 8'OH
DR A '.'ING NO.
101980
REV.
03
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
CHECKED BY
DES. BY
MWW
DESCRIPTION
DOUBLE CAR MODEL 110RW4 & 120RW4
+24/ -24.5 PSF DESIGN LOAD
MWW
DATE
8/26/99
SCALE
NOTED
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REV1EW ALL DRAI'I1NGS BEFORE CONSTRUCTION
BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF 111IS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'
SHOP DRAWINGS, CONTRACTORS' BUILDING ME1110DS, AND THESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO 111E ATTENTION OF DANSCO ENGINEERiNG P.A. PRIOR TO
111E COMMENCEMENT OF CONSTRUCTION.
Clopay Building Products Compony AJI Riqhts Re5et"<ed,
~eth~rrc7~;~eB~ild~~~iC~~~d~~t:iCO%~O~ye oSno~e ~~~p~~{
be reproduced in any form without its written permission..
CEPC
(513) 381-4800
312 WALNUT STREET6 SUITE 1600
CINCINNA TI, OH 452 2
Dfvfs/on of elopey BuildIng Products
CALL SIZE
28b8 (2/8 X 018)
2408 (2/4 X 618)
2668 (2/6 X 618)
20b8 (2/6 X 018)
(2)2068 (4/0 X 618)
(2)2068 (5/0 X 618)
(2)28b8 (5/4 X 618)
(2)30b8 (6/0 X 618)
3068 (3/0 X 618)
(2)2008 (5/0 X 018)
(2)28b8 (5/4 X b18)
(2)3Ob8 (6/0 X 018)
(2)3080 (010 X 810)
3008 (3/0 X 618)
(2)2668 (5/0 X 618)
(2)2808 (5/4 X 018)
(2)30b8 (6/0 X 018)
(2)3080 (6/0 X 810)
3068 (3/0 X 618)
(2)26b8 (5/0 X 618)
(2)28b8 (5/4 X 618)
(2)3068 (6/0 X 618)
(2)3080 (6/0 X 8/0)
CALL SIZE
8 X 1 (OR 80100H)
Cl X 1 (OR Cl01ooH)
i6 X 1 (OR fbO,OOH)
THERMA-TRU DOORS
EXTERIOR DOOR SC.HEDULE
TESTED PER ANSI/AMMA/NHHDA 101 /IS2
RIO SIZE
MANUF AC llJRER DESG.RI PTI ON
DESI6N
PRESSURE (PSP)
34 1/2 X 82 1/2"
1*100 FLU5+1 STEEL
+25.Cl
+25.'1
+25.Cl
+25.'1
+25.'1
+25.'1
+24.1
+24.1
30 1/2 X 82 1/2"
32 1/2 X 82 1/2"
32 1/2 X 82 1/2"
1*118 ONE LITE STEEL FRENCH
#118 ONE LITE STEEL FRENCH
#128 TEN LITE STEEL FRENCH
51 1/4 X 82 1/2"
03 1/4 X 82 1/2"
61 1/4 X 82 1/2"
15 1/4 X 82 1/2"
1*108 15 LITE STEEL FRENCH
#108 15 LITE STEEL FRENCH
#108 15 LITE STEEL FRENCH
1*108 15 LITE STEEL fRENCH
+24.1
+24.1
(N) X '18 1/2'
38 1/2 X 82 1/2"
03 1/4 X 82 1/2"
b1 1/4 X 82 1/2"
15 1/4 X 82 1/2"
15 1/4 X '18 1/2"
38 1/2 X 82 1/2"
63 1/4 X 82 1/2"
01 1/4 X 82 1/2'"
15 1/4 X 82 1/2"
15 1/4 X '18 1/2"
38 1/2 X 82 1/2"
+25.'1
+24.1
1*208 STEEL 8 PANEL
+24.1
+24.1
+24.1
+25.'1
+24.1
+24.1
+24.1
+24.1
+25.'1
+24.1
#FC-oO 0 PANEL FiBERCLASSIC
b3 1/4 X 82 1/2"
61 1/4 X 82 1/2"
15 1/4 X 82 1/2"
15 1/4 X '18 1/2"
#FC-60 6 PANEL FI6ERCLASSIC
OR
#FC-2000 I LITE FRENCH
flBERCLASSIC
( CUSTOMER CHOICE)
+24.1
+24.1
+24.1
BANCO OVERHEAD DOORS, INC.
GARAGE DOOR SC.HEDULE
TESTED PER ANSI/AMMA/NH.HDA 101 /IS2
TEST LOADS
PRESSURE (PSF)
TEST LOADS
Sl.IGTION (PSF)
-48.0
-48.0
-31.0
DESI6N LOADS
PRESSURE (PSP)
DESI6N LOADS
SUCTION (PSF)
-32.0
-32.0
-245
+3,5
+315
+3b.0
+25.0
+25.0
+24.0
EXTERIOR HINDOHS AND DOOR NOTES
1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO
BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/1 S2 STANDARDS AND BEAR AN AMMA OR WDMA
LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE
CHARACTERISTICS AND APPROVED TESTING ENTITY,
FBC 1707.4.2.1
2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
FBC 1707.4.4.1
3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED
THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
FBC 1707.4.4.2
4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST
BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD
DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS
SHALL BE ANCHORED THROUGH THE JAMB INTO THE
WOOD BUCK. FBC 1707.4.4,2
5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE
INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2
6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE
ARE REQUIRED TO BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE
ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4
DE
DESI6N
Sl.IGTION (PSF)
-34.1
-34.1
-34.1
-34.1
-34.1
-34.1
-32.4
-32.4
-32.4
-32.4
-34.1
-32.4
-32.4
-32.4
-32.4
-34.1
-32.4
-32.4
-32.4
-32.4
-34.1
-32.4
-32.4
-32.4
-32.4
D AN5CO
ENGINEERING, FA..
p.o. BOX 34(!)(!) - APOLL.O eEAC14 - FL.~IDA - 33&12
~ - (813) 645 0166 FAX - (813) 645 ~~
e6 At=.I"" 0 THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERfY Of DANSCO ENGINEERING, PA, AND THE
""t';;I1Co' \SIWENT ON THIS PROvECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBlllD - 2003
& CREATED 01-02-02
3
120
SEe,
MPH
GUST
LENNAR ~OME5
5CALE NOTED
DATE In/02
TAMPA DIvl810N
DRAllN B.V.
N:/BLOCKS/STD 2001
DOOR 4 WINDOW T A6LE5
DE JOB NO. PM - 5021
8DWl
A
I HEADER
l Lj .<1'-'
<f'
..q .
EXIER~: ~ ~1~IOR
, PRESSURE TREA ITD
'" ~f'-.. BUCKSTRIP (MIN. 28"
"- AS SHOWN)
---.J'r-- SHIM AS NEEDED
WINDOW
fASTENER
I
.~
~~OR .
.. '<1. ~ ___ I
< .... ~~A1 ~
'1'. ~~1
~'V~:,~I.
EXTI:RIOR
Flll. INTI:RIOR VOID WITH
MINiMAl EXPANDING fOAM
- If PER CODE
JAMBS
-~
~
NO
fASTENERS
Tl-iROUGH
SIlL
-~
/~
i:.
r 'l F=""'"
~~!>
{ . . <1^ dONCRITE SIll. "l
v
tye
I'
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
LEVEL
i brn""'
~.
.. 1----
II f----
. <1 . (.~." ....... :."
. . ..q P~E~CAST<1 >
'" <1^ CONCRITE SIlL "l
v
. SEAUINT BEAD
SILL
HEADER
.q<.J
I
'.~
Lj
'1 .
...q .
. /, ///.l 1
EXIER~R ~. ~. INTI:RIOR
INTI:RIOR ~ ~;RESSURE TREAITD
:I'.. · - I "": ~~C~~:)(MIN' 28"
<1 ~ ... ~~ r- SHIM AS NEEDED
. ' .. WINDOW
, ~ fASTENER
~ . l Flll. INTERIOR VOID WIT\1
'1 ' .. I, M,NIMAl EXPANDING FOAM
1<1 ^v~~'OR - IF PER CODE
- --i\.r- - ~
.~ ~ r
Ji\' < ,,,,,=4-> 1>A<.1
~ :.' <1 . :^ CONCRITE SIlL I <1^ CONCRITE SIll. l
, v
SILL
JAMBS
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
LEVEL
NO
fASTENERS
Tl-iROUGH
Sill.
/r
F-n' I'
9
. SEALANT BEAD
I:-.iSTALLATlO:-.i DETAILS FOR FIN WINDOWS IN
WINDZONES OF I50MPH OR LESS (DETAlL B)
Installation fasteners for windows should be a
minimwn I!" nail or It" wood screws, with an embedment of
at least 1". Fasteners should be located at a ma,ximum of 4"
from each comer and 18" O.C. for screws and 9" O,c. for
naIls. It is recommended that all screws or naIls be sealed to
prevent infiltration of air and water. Product may be shimmed
as necessary.
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay any layer
beneath it. The weather resistant barrier should then cover the
flexible flashing at the header. The application of the weather
resistant barrier will vary based on when it is installed. If it is
installed after the window, it should be tucked under the sill
Ifusing It" thick or greater wood buckstrips (not shown): tlashing and overlap the jambs and head flashing.
Window installation fasteners should be a minimwn #8 Xl" I '1/AAR [j] ARCIUT,CrCIlAL
wood screws, installed through the window into the buckstrip. ! ::~';~;1CN"
. ASSOC1A r,UN
Window may be shimmed as necessary, provided a minimum MEMBER
,ne WlnOO" CeplCleo In In" araW1ng :! Intended for us. on t;1"ca, constructIOn. It 1! t e re''Ponsibihty or othc"T'S to detemnne if It 13 "ppl"able. AddITIonal !lashing, vapor
barner5. etc, mal 'Je specified by the project archItect. ,,^'ind and design pressures vdJ)' withm each state dl1d count)'. All products tr.andactured by \/uAir Inc. meet a
minimum of 110 mph (R30 DP) "ind load requirements (per AA~A 101); please ched local :,uilding code! for exact requirements, Above detail. shown for Single Hung
window. for installatior. of Awning, Honluntal Rolk1', or Pkture,Dcsigncr windows llse the same "ipeciAcatiuns as show"TI above for the Si~gle Hung, provided that a11
Dfc-nu-Iched frar:1e installatiun holes are utililed a."1d w:th lhe above mentioned Si;TC'W size. tvoe and soadng,
II~STALLATION DETAILS FOR FLA.\'GE WI~DOWS INI
Wlt\DZO~ES OF 150MPH OR LESS (DETAiL A) I
Buckstrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckslrip is not necessary at the sill if it is pre-cast. All gaps
must be sealed. Buckstrips should be pressure treated yellow
pine, spruce or comparable lumber. In accordance with the
Florida Building Code, a taper, or bevel on the buck is
acceptable if the window frame is fully supported by the
bucks trip at both the interior and exterior.
Ifusing t" thick wood buckstrips:
Installation fasteners should be a minimum f5" X 21" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimum screw embedment of Ji" is maintained in the
masonry. Fasteners should be located a maximum of 4" from
each corner and maximum of 18" O.c. It is recommended that
fasteners not be installed through the sill of the window. The
actual size of the buckslrips should be no less than t" X 2i".
~ ''fW' R
..U1ER;Co\.'i
4 [j].ARI.'HITbCTI'llAl
M.4.,.'1.;~^crLJ..t.s
ASSOC:.... :1()1"l
Tampa, FL.(800) 282.6627.Www.NUAirco: MEMBER
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to determine if it is applicable, Additional !lashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA\o1A 10 I); please check local building codes for exact requirements.
HEADER
_ ./~~OR
'. n
<-~:2
7~
:q " ~
-~~IOR
I
'1 Lj .<1'-". .J:,
.q. ~
.~"~f;' / / /.2l I
'I. l'f./'rTA
EXlERIOR INTtRIOR
1v · PRESSURE TREAITD
~UCKSTRIP (MIN. 28"
AS SHOWN)
. J ~ SHIM AS NEEDED
- ~ WINDOW
~ l ^J fASTENER
'" t <: ~
7
FlLL INTtR~R VOID WIT\1
MINiMAl EXPANDING FOAM
- IF PER CODE
'\r
NO
fASTENERS
11-IROUGH
SIll.
~~
~.'i
'1
~
JAM BS
/.:1
t . /I~I~HED ,
r.~ . r<~-~~~~~~
..' . ..q PRE~CAST <1 > ..> .
'. <1^ CONCRITE Sill. <l ....,
,
SILL
. 'tv." pouRl1l
<1 ^ CONCRITE SIll. <:
v
IF NECESSARY,
USE SH:MS
NHEN
INSTAlUNG TO
KEEP PLUMB &:
LEVEL
-
.~///aarJj ~
. SEAlANT BEAD
>
:0
~ ~'1Wrfl [j]AMd",C"
! '. lCHITErTlRAL
. M."\LrACTLRLS
4..SSDCl4..110..
. M~.\lflcO!t
Tampa. FL .(800) 282-6627.www.NuAircom
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to determine ifit is applicable. Additional tlashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by :-.iu.Air Inc. meet a minimum of I 10 mph (RJO DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
n
:D
.
='J
:D
~
:0
o
FlEXIBLE PLYWOOD SERIES
FLASHING HEADER rSHEATl-iING 0112/3 HR
WEATl-iER - '---"V WINDOw
"'.=:- ~u. i' ~'^"""
~-r---- II'i'~ ;,\:,,:1' ~
~ '~", ....'" .' HEADER
RIGID FLASHING J · · ~ DRYWAll.
(OPT., BY OTl-iERS) ~
_~~~R L_
!/:\ "t
/.,.'. .~ ~
~,r.,> _ v
.... '" J7l
< -~_~nQ_ __ <>
" (].. --
\\.~:g1Ji~
"'. BARRIER FlEXIBLE
EXTERIOR IBLE FLAS~HING 10
FLASHING !"
JAMBS R~Jt~.
...
....
...
....
c
""
.,
(I)
~
Ol
:.
10
z:
I
Flll. INTI:RIOR VOID WITH
MINiMAl EXPANDING FOAM
- IF PER CODE
~
:I)
-
>-
.....
^
~
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
LEVEL
~
.!..
I
.u
..J
~
iI!:
:I)
~
~
/
~""
FlNISHED
SIll.
BARRIER ~
EXTERIOR_~ ' .... ~
fACADE '\.......... :1
_ ^ 'i1
SILL
.
~
.-...:7.....-_
~? WINDOW
~....... fASTENER
-
x:
<<:
z
Z
.u
..J
-
. SEAlANT BEAD
OSEAU,NT BEAD IF FlASHING IS NOT ADHESIVE
:D
:D
='"
II IJ'o<ST ALL\ 110"1 DETAILS FOR NON.IMPACT, FI"I, HORIZ. ROL- I
II LER WI'<DOWS IN WINDLONES OF 150MPH OR LESS (per mc 2001)
Window Installation:
Installation fasteners for windows should
be a minimum 11", 4d nail or 6 x 11" drywall screw,
with an embedment of at least 11". Fasteners
should be located at a maximum of 4" from each
comer and 18" O.C. for screws and 9" O,C. for
nails.
It is recommended that all screws or
nails be sealed to prevent intiltration of air and
water. Product may be shimmed as necessary.
Weatherproofing:
Flexible tlashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the tlexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the window, it should be tucked
under the sill tlashing and overlap the jambs and
head !lashing.
~ '1WR [Ii,."CKIC"
j . . 'A.q,(HJTECTlR.-\l
I,{A:\lt,\,CTLRES
ASSOCi.", 'ION
. \1c..'...Ui.t:.R
Tampa, FL -(800) 282.6627.ww'N.NuAir.com
The window depicted in this drawing is intended for use on tyl'ical construction. It is the
responsibility of others to deterrnine If it is applicable. Additional flashing, vapor barriers, etc.
may be specified by the proje,:t architec't. Wind and design pressures vary within each state and
county. All products manufactured by ~uAir Inc, meet a minimwn of 110 mph (R30 DP) wind
load requirements (per AA\o1A 101); please check local building codes for exact requirements.
::l
:n
-
:I)
~
g
..J
:0
-
a:;
FlEXIBLE HEADER PLYWOOD
FlASHING SHEA11-IING
R~~-=~vl/""""/ ii7Z7T ,,-~INDOW
BARRIER I "VI I I /)f;.)rr FASTENER
~Jg~-~ II.i.~;'..:~<:~~(~~~R
/~, u.-" I
RIGID FlASHING ~"'" "- DRYWALL
(OPT., BY 011-lERS) "..
.ffi. INTI:RIOR
~;:;.
..". I
1 < __~_~_'_Q_ ~ f
~."'- :_ -' I
"'- "'- . WEA11-IER FlEXIBLE
f---- RESISTANT FLASHING
BARRIER
EXTI:RIOR IBlE WEATl-iER I al
FLASHING RESISTANT~ ~r :J
BARRIER ~..........
"=-r> "'~
v SILL
screw embedment oft" is maintained in the buckstrip. Window
fasteners ,hould be located a maximum of 4" from each comer
and maximwn of 18" O.C. It is recommended that fasteners nOl
be installed through the s1l1 of the window. The actual size of
the buckstrips should be no less than 11" X 2 k". Buckstrips
should be installed using minimum r?;" X 2i" masonry screws,
to maintain It" embedment, and be 18" O.C.
I
~~~~~ HEADER
WEA11-IER ./\~
RESISTANT- N......../
BARRIER I
.'.i;;:
~Jg~-...............rJ i
===;: I
/ . "
RIGID FLASHING ~ ."
(OPT., BY OTl-iERS) "-
..JA INTI:RIOR
Vl/ >{
/~ '<1!~ I
< -~-~_:Q- ~ f
~ It .....I. WEA11-IER l FlEXIBLE ~L
'\ -RESISTANT FLASHING ·
BARRtER
EXlERIOR IBLE WEA11-IER I -b
FLASHING RESISTANT~ ~In
B
JAMBS
~ ;---
Flll. INTI:R~R VOID WIT\1
MINiMAl EXPANDING FOAM
- IF PER CODE
- --^v-
~~
IF NECESSARY,
USE SHIMS
WHEN
,,-. INSTALUNG TO
1 KEEP PLUMB &:
LEVEL
rn-
FlNISHED
SILL
-
~
~
WINDOW
fASTENER
. SEALANT BEAD
OSEALANT BEAD IF FlASHING IS NOT ADHESIVE
PLYWOOO SERIES 900 I IJ'o<ST AlLA TIO,," DETAILS fOR NON.IMPACT, FlN, SINGLE I
SHEATHING & 950 SH HLJl'\G WI"lJOWS IN WINlJZONeS OF 150MPH OR LeSS (per FBC 2001)
~LY-~=ER
~h> WOOO
..:~:.\,:,...:~.;:,..~) ~
n .. "'" I
"- DRYWALL
-~
JAM BS
BARRIER ~.
EXlERIO~_ ~' ~.
fACADE
I
- ^.
SILL
FlLL 1NTI:R~R VOID WrTH
MINiMAl EXPANDING FOAM
- IF PER CODE
~
~
Tf
,-
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
LEVEL
. SEAUlNT BEAD
OSEALANT BEAD IF FlASHING IS NOT ADHESIVE
~ ''fWR [j]....MERJCA.'
! ,.\,;KHJTEC7LIlAL
MA..\ltFAC:L'R1;S
ASSOCI." no,",
. \1EMHEJl
Tampa, FL .(800) 282-6627.www.NuAircom
Window Installation:
Installation fasteners for windows should
be a minimum 11", 4d nail or 6 x 11" drywall screw,
with an embedment of at least 11". Fasteners
should be located at a maximum of4" from each
comer and 18" O.c. for screws and 9" O.C. for
nails.
ft is recommended that all screws or
nails be sealed to prevent infiltration of air and
water. Product may be shimmed as necessary.
Weatherproofing:
Flexible l1ashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the t1exible flashing at the
header.
The application of the weather resistant
barrier Wlll vary based on when it is installed. Ifit
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head t1ashing.
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc.
may be spccified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimwn of 110 mph (RJO DP) wind
load requirements (per AAMA 101); please check local bUllding codes for exact requirements.
PLYWOOD I SERlES I
SHEATl-iING 1A02/3 A TW
WEATl-iER - WINDOW
R~~- ~ L........( I ~v:::: V-fASTENER
~Jg~-............... I..~'= ((>
/ !; "-FD
(o~~G~~~~~Jr · ':\('><~-:~D~:~
FlEXIBLE
FLASHING
HEADER
.J.. 1NTI:RIOR
Ij 11/ <~~~~
~ ~ t. BARRIER
< ." ~
~r:c~~ /
"'--
.
~FlEXJBLE
FLASHING
t~ -;r
EXlERIOR
JAMBS
Flll. INTI:RIOR VOID WITH
MINiMAl EXPANDING FOAM
- IF PER CODE
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &I
LEVEL
Fl NISHED
SILL
. SEAlANT BEAD
o SEALANT BEAD IF FlASHING IS NOT ADHESNE
~ ''fWR [j]'M}XIC'.,
! ARf:HITC....cT1,RAl
\IlANl, F A('1'L RES
ASSOClA no,",
. 'oir:MIiJ::ll
Tampa, FL.(800) 282-6627.www.NuAir.com
I:--lSTALLATIO:--l DETA1LS FOR NON-IMPACT, FIN, AW\'C'<G
WI1\DOWS IN WI"DZ01'.ES OF 150MPII OR LESS (per FBC 2001)
Window Installation:
Installation fasteners for windows should
be a minimUlTI 11", 4d nail or 6 x 11" drywall screw,
with an embedment of at least 11". Fasteners
should be located at a maximum of 4" from each
comer and 18" O.c. for screws and 9" O.C. for
nails,
It is recommended that all screws or
nails be sealed to prevent infiltration of air and
water. Product may be shimmed as necessary.
Weatherprooting:
Flexible !lashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the !lexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the window, it should be tucked
under the sillllashing and overlap the jambs and
head flashing.
The window depicted in this drawing is intended for use on t)pical constru,.tion. It is the
responsibility of others to determine if it is applicable. Additional !lashing, vapor barriers, etc.
may be speCified by the projed architect. Wind and design pressures \'ary within each state and
county. AI[ products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind
load requirements (per AA",IIJA 1 0 1); please check local building codes for exact requirements.
FlEXIBLE PLYWOOD SERIES 900 I
FLASHING~DER SHfA11-IING PW & DPW
WEATl-iER ^ WINDOW
R~~_~vl/~/ Va~FASTENER
ll.'.~ ~ h
~Jg~-...............~ i '= .,:.:"S,>..:::.;::' .~.I > =
--, . ~'" .... .' HEADER
/ . Ii Ii'." I
RIGID FLASHING ~ ......... 'L "- DRYWAll.
(OPT., BY 011-lERS) ~,
~'
...?o. INTI:RIOR
0:::::;.
:,"'~'
FlLL INTERIOR VOID WIT\1
MINiMAl EXPANDING fOAM
- IF PER CODE
< --~ _~nQ_ I
~ .~EATl-il FlEXIBLE ~r
'\ -RESISTANT FLASHING
BARRIER /
EXlERIOR IBLE WEA11-IER I
FLASHING RESISTANT~ ~I <<1 n
BARRIER ~ '-.....
~~-~"'..~
- ^ ~
SILL
JAM BS
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
LEVEL
J
FlNISHED
SILL
.
~
.-...:7.....-_
~ K. WINDOW
~L ~ fASTENER
. SfAL4.NT BEAD
OSEALANT BEAD IF FlASHING IS NOT ADHESNE
~ ''fWR [j]'MERJC'.'
,oIJILl:tlTaIt.RAL
! M.-'\:o.lUFACfLRES
ASSOC:A T10f''-
. MEMBER
Tampa, FL .(800) 282-6627.www.NuAir.com
INSTALLATlON DETAILS FOR \0"1 IMPACT, FI\, FIXED
WI1\DOWS IN WI\DZO\ES OF t50.MPH OR LESS (per mc 2001)
Window Installation:
Installation fasteners for windows should
be a minimum 11". 4d nail or 6 x 11" drywall screw,
with an embedment of at least 11". Fasteners
should be located at a maximum of 4" from each
comer and 18" O.C. for screws and 9" O,C. for
nails.
It is recommended that all screws or
naIls be sealed to pre\'ent infiltration of air and
water. Product may be shimmed as necessary.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head l1ashing.
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to deterrnine if it is applicable. Additional tlashing, vapor barriers, etc.
may be specified by the projed architect. Wind and design pressures \'ary within each state and
county. All products manufactured by NuAir Inc. meet a minimwn of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
SERlES
OH2/3 HR
GH. EADER I
.~ . .~. . >
.q. .L1j
EXlERIOR ~ I~'OR
..~.
PRESSURE TREAITD
". xUC~KSTRIP (MIN. .28.
~ '" AS SHOWN)
"'I SHIf.l AS NEEDED
"I: WINDOW
~ fASTENER
^
v
Flll. INTI:RIOR VOID WITH
MINiMAl EXPANDING fOAM
- IF PER COOE
I--^. ~OR
I,.'v' 'I __
<..:I':~ .0.. J7
> . r;; ~ <>
. '11, .'-4
. ~ ~
"'l '
^ ~:,'I.
1-- VE5m:RIOR
JAM BS
^
"~'
I ,
/1' .
"'....
^
kjij\J
NO
fASTE1';ERS
Tl-iROVGH
SIll.
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
!..E\IEL
H
IJ
.
!..-
r-_ _ __
~-- - -
(..:':.,....:...:..'
r~
. <1 .
. .q'</ <1
'. . '. P~E-CAST >
'. <1 ^ CONCRITE Sill. "l
v
~. 'l/l//~~
. . . 'tv." POORl1l >
'. <1 ^ CONCRITE SIll. <:
v
. SEAUlNT BEAD
SILL
~ ''fWR [j]'''''"'C^,
j AR.CIlIT." eTC. RAl.
.a\f'",'''L'FA{:1l'R~S
Tampa, FL.(800) 282-6627.wwwNuAirco: ~~~~r10'
IIINST AlLATION DETAILS FOR "IOI\.IMPACT, FLANGE, HORtl. ROL-I
II LER WINDOWS IN WIl'\DZO~ES OF 150MPH OR LESS (per mc 2001)
Buckslrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckstrip is not necessary at the sill ifit is pre-cast. All gaps must
be sealed. Buekstrips should be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
Building Code, a taper, or bevel on the buck is acceptable if the
window frame is fully supported by the buckslrip at both the
interior and exterior.
Ifusing t" thick wood buckstrips:
Installation fasteners should be a minimum to" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimwn screw embedment of 1t" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each corner
and maximum of 18" O.c. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than t" X 2i".
Ifusing 1~" thick or greater wood buckslrips (not shown):
Window installation fasteners should be a minimum #10 X 11"
wood screws, installed through the window into the buckstrip.
\Vindow may be shimmed as necessary, provided a minimum
screw embedment of It" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" a.c. It is recommended that fasteners not be
installed through the sill of the ""indow. The actual size of the
buckstrips should be no less than I!" X 2t". Buckstrips should be
installed using minimum rl;" X 21" masonry screws, to maintain
Ii" embedment, and be 18" O.C.
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to detennine ifit is applicable. Additional !lashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind
load requirements (per Aj\~A 1 01); please check local building codes for exact requirements.
SERIES 90011 INSTALLATION DETAILS FOR NON-IMPACT, FLANGE, FIXED
PW & DPW II WINlJOWS IN W1NlJZONES OF 150MPH OR LESS (per mc 2001)
Buckstrips must be set in a bead of sealant. The exterior joint
between the bucks trip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckslrip is not necessary at the sill if it is pre-cast. All gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
Building Code, a taper, or bevel on the buck is acceptable if the
window frame is fully supported by the buckstrip at both the
interior and exterior.
Ifusing 1" thick wood buckstrips:
Installation fasteners should be a minimum Ii" X n" masonry
screws, installed through the window and buckslrip, into the
masonry. Window may be shimmed as necessary, provided a
minimwn screw embedment of It" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and maximwn of 18" O.c. The actual size of the buckstrips should
be no less than i" X 2i".
lfusing 11" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimum #10 X!!"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary, provided a minimum
screw embedment of It" is maintained in the buckslrip. Window
fasteners should be located a maximwn of 4" from each comer and
maximum of 18" O.C. The actual size of the buckstrips should be
no less than I~" X 2i". Buckstrips should be installed using
minimwn rl;" X n" masonry screws, to maintain
d" embedment, and be 18" O.C.
.Lj
~
~OR.
<~.
>: i~.~
'1 ' .
<1./\ iL ·
- - 0-'-EXTERIOR
I
.7 r
SERIES 900 I ISSTALLA TION DETAILS FOR 1\O"l.IMPACT, FLASGE, SI\GLE I
& 950 SH HUNG WI1\lJOWS IN WI1\lJZONeS OF 150MPH OR LeSS (per mc 2001) I
Buckstrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
8uckstrips shall run the entire length of the rough opening. A
buckstrip is not necessary at the sill if it is pre-cast. All gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
Building Code, a taper, or bevel on the buck is acceptable if the
window frame is fully supported by the buckstrip at both the
interior and exterior.
1 fusing 1" thick wood buckstrips:
Installation fasteners should be a minimum to" X 2t" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimum screw embedment of It" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and maximum of 18" O.C. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than t" X 2k".
If using 1~" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimum 1110 X 11 "
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary, provided a minimum
screw embedment of 1*" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximwn of 18" O.c. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than 11" X 2k". Buckstrips should be
installed using minimum Ji" X 2t" masonry screws, to maintain
l!" embedment, and be 18" O.C,
JAM BS
IF NECESSARY,
USE SHIMS
WHEN
INSTALUNG TO
KEEP PLUMB &:
LEVEL
~r ~
NO
fASTENERS
Tl-iROVGH
Sill.
v
/1
. { JJ
~.~
. . . 'tv.,. POuRl1l >
. . <1 ^ CONCRITE SIll. <l
, I
SILL
~ II I.
.. 1- - --
. f----
. <1 . {:.:.: .......:...:..'
. .q'</ <1
'. . '. P~E-CAST >
'. <1^ CONCRITE SILL "l
..
. SEAlANT BEAD
~ ''fWR [j],.MERJCA.,
! A./KHrThCll, RAl.
\1A."lliFALiLRLS
,ASSOClA1'1U'oi
. ME.'oItHEll
Tampa, FL .(800) 282-6627. www.NuAircom
I
ff
6'L I
6'T -I
~t
6'
SINGLE DOOR
The window depicted in this drawing is intended for use on typical construction, It is the
responsibility of others to detennine ifit is applicable. Additional !lashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (RJO DP) wind
load requirements (per AA~A 101); please check local building codes for exact requirements.
I
SERIES 20011
HEADER & 500 SGD II
A ^
W///~~%~
· / I I II! '(I J 1/ /1 INTI:RIOR
SERIES II!\STALLA TIO"l DETAILS FOR NON.IMPACT, FlA.'GE, A \.VNI"IG I
A02/3 A TW Wl'd)OWS IN wINDZO!\ES OF 150MPH OR LESS (per FBC 2001)
l3uckstrips must be set in a bead of sealant. The exterior joint
between the bucks trip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckstrip is not necessary at the sill if it is pre-cast. All gaps must
be sealed. Buckslrips should be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
l3uilding Code, a taper, or bevel on the buck is acceptable if the
window frame is fully supported by the buckstrip at both the
interior and exterior.
I fusing i" thick wood buckstrips:
Installation fasteners should be a minimum i1;" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimwn screw embedment of It" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and maximum of 18" O.C. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than i" X 2i".
(fusing 1~" thick or greater wood buckstrips (not shown):
Window installation fasteners ,hould be a minimum #10 X 1~"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary, provided a minimum
screw embedment of 1t" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" fTom each comer and
maximum of 18" O.C. It is recommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than I~" X 2t". l3uckstrips should be
installed using minimum rl;" X 2t" masonry screws, to maintain
1*" embedment, and be 18" O.c.
,- -;jJ""
,<~~
/;/~
~~
0/Pj
0~
<~~AM:S
EXlERIOR
PRESSURE
TREA ITD
BUCKSTRIP
.
-/ DOOR
/ fASTENER
...
SHIM
AS
NEEDED
...
~
...:l~ ~:~
~II ~ I
:. :
':--^__I
, - v ,
, '
, '
) ..:.-
l
I
.......l
--r
MINIMUM
,~"
RECOM-
MENDED
i
HI
i
AfTER
INSTAl..LAnON, SEAL.
HORIZONTAL JOINT~
BETWEEN TRACK
AND JAMB
.
r
N
y~
~
EXIER~R
f'lLL INTERIOR VOID wlT\1
MINiMAl EXPANDING fOAM
- IF PER CODE
/\
IF NECESSARY,
USE SHIMS WHEN
. INSTAlUNG TO _<1
KEEP PLUM!! &: ^LEVEL L-
TRACK
<1'
..1
. SEAlANT BEAD
-~.
Il'oiSTAlLATION DETAILS FOR NON-IMPACT, SLIDING GLASS
DOORS IN WINDZO,,"ES OF 150MPH OR LESS (per FBC 2(01)
Buckstrips must be set in a bead of sealant. The exterior joint
betw'een the buckstrip and masonry must also be sealed.
Buckslrips shall flU1the entire length of the rough opening,
except door sill. All gaps must be sealed. Buckstrips should be
pressure treated yellow pine, spruce or comparable lumber. In
accordance with the Florida Building Code, a taper, or bevel
on the buck is acceptable if the door frame is fully supported
by the buckslrip at both the interior and exterior.
I
~tt1l~: ~:
6'L~1I II
If using i" thick wood buckstrips:
Installation fasteners should be a minimwn~" X 2i" masonry
screws, installed through the door frame and buckstrip, into the
masonry. Door may be shimmed as necessary, provided a
minimum screw embedment of Ii" is maintained in the
masonry. Fasteners should be located a maximum of 4" from
each comer and ma.ximwTI of 18" O.c. The width of the
buckstrips should be no less than the frame frame of the door.
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
Rouqh openings o.re 1/4' sMo.ller on eo.ch side o.nd 1/4' sMo.ller on the
heo.aer tho.n sto.ndo.rd TherMo. - T ru rough opening diMensions,
Use only a. Mo.xiMUM of 114' thick shiMS,
Predrill the jo.Mbs o.nd heo.ders using 1/8' drill bit, Pre drilling
increo.ses structuro.l perfOrMo.nce,
Use only 2-1/2' wood screws (#8 o.nd #10) when securing the pre
hung fro.Me to the rough opening buck. Drywo.ll screws! deck screws!
o.nd no.ils o.re insufficient o.nchors! o.nd should not be substituted for
wood screws,
Be certo.in of the nUMber o.nd plo.ceMent of o.ll screws securing the fro.Me
to the rouqh opening buck. Consult the o.rchitect or engineer of record
concerning "Fo.stening the buck to the rest of the building structure,
CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT. AT
OPENING SIDES AND HEADER,
** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
3/16' DIA FLATHEAD TAP CONS ARE PROVIDED SPACED AS
SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME/, 1 x p, T, BUCK STRIP AND HAVE A MINIMUM
OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS,
rot 3ft rt;-I
I -16'6L~11 II
rr'
~
~ +, t- '
p.' 3rr tt'~
I -If,' 6L I 1 I I I
I I
I I I --16'
---' -
SPACE
EVENL Y
--" -
- --' ~r- -
SPAC~
EVENL Y
- .-. ~-
1- J 6' 6'C11 I I I 1-16' 61=11 I I I II 11116'
t~ ~tr[~rJ>' l1r~t~Um ~
SINGLE DOOR ~ SIDELITE
SINGLE DOOR ~ / SIDELITES
--3'1
'I
I
L l'
1
I
I,'6'
.. l'
3 u ~f'- I t- ~
I~ i1IU6'
(
l' 3'
1 1
I I
fi
I -1.6'
~f
6'L I
(
G
- ,.......
SPACE
EVENL Y
-~
- --'
SPACE
EVENL Y
- ----..
61='"'' ~
~lr~k i 3:t.
DOUBLE DOOR 'vi / SIDELITES
~{m'@6'
I ~ , ~'-J6'
I 1'~ ~ I k~
<'>
<:
Ifusing I~" thick or greater wood buckstrips (not shown):
Door installation fasteners should be a minimum 1110 X I!"
wood screws, installed through the window into the buckstrip.
Door may be shimmed as necessary, provided a minimwn
screw embedment of 1*" is maintained in the buckstrip. Door
fasteners should be located a maximwn of 4" from each comer
and maximwn of 18" O.C. The width of the buckslrips should
be no less than the frame frame of the door. l3uckslrips should
be installed using minimum ro" X 2i" masonry screws, to
maintain li" embedment, and be 18" O.C.
FlEXIBLE
FLASHING I
WEATl-iER l ~
RESISTANT~~l ·
BARRIER ~l _ _ _-...z
~~b~I'::-..~~- -.../-.
N ~ WINDOW
^. L"- FASTENER
SILL
~ ''fWR [j]'WUICA'
ARCHrTECT1.fl.AL
! ItI.A.~U "'-Cft.. RLS
4..iSOCtAl10f'lo
. \oitMIJtJ(
Tampa, FL.(800) 282-6627.www.NuAir.com
The door depicted in this drawing is intended for use on tyl'ieal construction. It is the
responsibility of others to determine if it is applicable. Additional tlashing, vapor barriers, etc.
may be spe~ified by the project architect. Wind and design pressures vary within each state and
county. All products man'.!factured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
I
SER1ES 200 II
& 500 SGD II
HEADER
~~~
-;;..1 .I~:R
rf!/!; /~" " " - ~ ~ ~
// l ~:; ~:~
<~ -- ~ +k-
~ ~. J::S] 1 i
-~ · ~NSTAI..LA~. SEAL H 1-1 '
HORIZONTAL JOINT~
EXTERIOR BETWEEN TRACK
AND JAMB. !Ill
r
Flll. INTERIOR VOID WIT\1 t.. '. .
f.lINIMAl EXPANDING FOAM '"'
- IF PER CODE
. SEAlANT BEAD
MINIMUM
1i"
RECOf.l-
MENDED
~
~ ~.<>
. <l
If1ECES~,
USE SHIMS WHEN
INSTALUNG TO _.<1
. KEEP PLUMB &: ^ LEvt:L _
TRACK
..1
INSTAllA nON DETAILS FOR l'<ON-l',\PACT, SLIDING GLASS
DOORS 1:-'; WINDZO~ES OF 150MPH OR lESS (per mc 2001)
I
Sliding Glass Door Installation:
Installation fasteners for jambs and
header should be a minimum #10 x 11" screw.
Installation fasteners for the track should be a
minimum 11" masonry screw. All fasteners should
have an embedment of at least It". Fasteners
should be located at a maximum of 4" from each
comer and 18" O.c. for screws.
It is recommended that all screws be
sealed to prevent infiltration of air and water.
Product may be shimmed up to t" if necessary.
W eatherprooting:
Flexible t1ashing should be installed in a
weatherboard fashion, The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible flashing at the
header.
lbe application of the weather resistant
barrier will vary based on when it is installed. If it
is installed after the door, it should be tucked under
the sill flashing and overlap the jambs and head
flashing.
~ ''fWR [j]'MLRJC^,
! ARCHITOCT1...RAL
'.tA....l;lACTlRES
ASSOCI' T1U~
. WE\iHCX
Tampa, FL.(8oo) 282-6627.www.NuAir.com
The door depicted in this drawing is intended for use on typical construction. [t is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc.
may be spe~ified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exac:t requirements.
6~ -I
, ~'i
DOUBLE DOOR
& CREATED 01-02-02
3
120
SEC.
MPH
GUST
r
D E DAN5CO
ENGINEERING, FA.
P.o. BOX 3~ - APOLLO eEACH - FLORIDA - 33&12
p~ - (&13) 645 0166 FAX - (&13) 645 %~
Et::l .A~10 fC\ 111ESE DRAWINGS AND DESIGNS ARE TIiE JOINT PROPERTY OF DANSCO ENGINEERING. PA. AND TIiE
'"' ""tQ ~CUENT ON 111JS PRO~CT. ANY REPRODUCTION OR UNAU1110RIZED USE IS PROHIBm:o - 200.3
""\
LENNAR ~OMEe
6CALE NOTED
DATE tZ>1/02
DRAUN B,V.
T AMFA DIVI61a-.l
DOOR" WINDOW IN5TALLATION5
\...
DE Joe NO. Ft1 - 5021
6DUJ2 -N
~
;>
.~
3
~
l3
~
~
""
~
~
o
t
~
o
i
~
~
<I),
~
~
~
8
N
a
~
g
~
,"
;t.;
~Vl(t R\,t. HI'rI.It./J ~TltMAr-
16 17/16" MAX. TYP,
AT HCAD/Slll.
sn: COLUIiN 'A' fOR
. NO. or ANCtjORS f--.......
AT HEAi> OR SILl., -........
2 J/ I. hv,x. l'l'P,
AT HOO/SItI. CORN~RS
.....
4" MAX,
HEAO/SILI.
'cr I
--
~
H! "@--'D
" I
" II
____\J.___.IJ____
----,..,.---...1'----
,. /, "
- .//,.
::::: ~f} :::::
~
DSa-fo.NH,
===== C~S3 .__
II II
ijll II
I !!
1 II 1/1 I-
i- II II
___lL___JL __~
--~TI----'''' --- ~
11/' II@-
11'//' E ~
11//1
____I..r...,.'-<;[...___ ']
_nir~l~r--- ,.... ~:a
OSG-.'-tm. . ~
- """S .-- ~ ^
- OJ""" r ...-- ,",,,,
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B II II tII Q.
II II ,_ P
II II
60
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-
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I
33 1/4>-
D.t.. OPG,
~ffi
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tc
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[
I
33 5/16"
D.t. OPO,
~G 1/."
VeJl1' WIOTIi
n.
WINOOW \'/lOTK
iiP1CAl ~1.F.YAT1Qlj
TESTED UNIT
I
fh
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~
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IN
'1f
.f;..
1{J
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'j,(I
'f~
~
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-HP1CI\I. ANCI10RS
r"~JogRBjN$
. [::~.,:> ....,..., L~ ~ ~ '11:. ~' ;-4' '; lS
..... 'd, ", .il:;
4':' .. ot ",', ., .... t. X
. I .... .... ___ ~J,'>,:""'I" ...v.
...... ........::. k"'" I.., ~J ~
. '..'I , .,.\ .t" '_
r----' 'I ....... ....~ .1~.J,.,.".:' '
(D-- ~ ~~'(f7) ._ ~
o I r:iJ I ,/ , .-
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~ 8
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r
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.,:;'\__= r= 1'= ~~ ~
IV-- '="\ .17~:5
Wl""",,,- __ ~ " @I..~ili
.~ ...
'Jl ~ ~ --{9) ...
..........-- ... " .
-' r..--~ I h. .H'~, ~, ~ :.' r
. ' I'
.'
r",' I,
TYPIC" ,~,"J
. .
/
. ~111
/ IIf!i i
,5 L~
'4
,
W2
~=
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-"" ~
91 ~
- ~~~_____ ---r..
~~
.. . . .~!___.'=::::J ~~'.J?
TYPICAl. ANCHORS
)
.
..:a...
~.. ~;t' l
ij~ I I
1.'/,37 ---:r 2,000 I
.696
L- . I I
J. L
..; ,H9
~
(i
U 1
ro--l.!l7!S--
11~-~",
'f l'"l r;:. _J'
I L I,OI{.J
,1OG L
FRAME Jfo.MB
FRAMe HeAD
jf
rl,34:l-
r::- !-I
' If I ,062 e,06i!
'II ~'n-;J
. LL91S---.
- ,ala -
I i
L-y-t
.JfL- 1.600
~
M!JL
T'l'i',
~
'll~
vwr TOP/SOTTOM RAlL
XO OR OX SIZES
WJNDOWDJMS A DSD-ANNGLi\SS
WIDTH HEIGHT
BXT. (+) INT. (.)
, '.
4 50,0 67.0
4 50.0 61,0
6 50.0 67.0
6 50.0 61.0
6 50,0 54.2
tr 50.0 51.0
4 50,0 64,9
a 50.0 54,3
- 6 49.8 48.8
6 42.9 42.9
4 50,0 61.0
-;r -Sf>.o 50.7
6 36,5 . 36,B
6 36.1 36.1
4 50,0 .61,0
6 St>.O 61.0
G 60,0 50.1
4 50,0 53.8
6 50.0 . 50.1
9 3~6 . 39~
4 45.0 46,0
6 36.1 36,1
A ~ NO, OF ANCHORS PER HEAD Be SI!.L .
S~RlgS-65DO ALUM. HORI~.,S..l.fOING WINnow
!iO~PARATlva A~ALV$'S CHART
BASED ON FTL-1130 OF 01-21.95
TeST sIze :'112." x 46" (OX)
DESIGN LOADS::; +50.0. .43.3 PSP
WATER INFIl. iRATION 'tEST c: 1.a PSF
!ESTSD GLASS ~ osa ANNlMli:/1
24"
36"
48"
60"
72"
24"
24"
36"
48"
60"
72.11
36"
241i
36"
48"
60"
4B"
37"
53-1/8"
,14"
37"
53-1/a"
"l4~
37"
53-1/8"
26"
36-3/8"
60-5/81'
IT614
1
2
3
.c
5
G
7
a
9
10
II
12
13
. l.c
15
'16
17
lit .
19
20
21
2e
pmr I
!.-1:n
1.-761
1."76~
1.-7:54
1.-772
1.-751
1."1:36
1...767
FHQ~
QUANim'
1
1
a
1
1
el VENT
1 .
AS REOD.
AS RtOo.
a
A$" RCQl.I.
liS 111:01),
AS RtQD.
AS RtQO.
~170
/'VS-003 .
!'vs-on:!
P"t-OQ4
1.-722
1;>>763
1.-764 .
r."7U
1.-741
1."7S'a3
6/ VeNT
e .
a.
I
21 VtNr
, i!
VeNT 'JllllH
./
. . ,'~
~~/ .4<.-
~~
"iV/.
f'RA!"\~ IQP COB..tiF;fl
~~~ - -
I. TKl9 PROOU(;\' IS OESIGNEO ,AS FER 1l1G SOUTH FLORIDA I3lJMliNO coo&:
ISH (DmQ~ fOR I.Il-'MI-DJ.D! COUNtY Olt ZOOI nO/lIOA !J1JILCINO CODE. .
IoLSO FOP. WINO .LOnlS /oS' PtR.~eli: 1lJStHQ cOMtSPQ!1{llHQ lO,lJ)g,
e. WOOD BUCKS B"f OlliEAg, Must at mtHOIUl) PROPER!." TO WHSftR
LOADS 10 TI-iE STRUCrURf:. . . . .
J. mCHOR3 SKAt!. at! AS WSlEO, SPAC€O AS SHOWN ON OtTAlLS.
ANCHOR EI.IBEDMtNT TO BASe MATERIAl. SHA1.t. all GEYOND WALl.
ORES SING OR STUCCO.
DescntP'TIOli W.URIJ..r. mNr./suPl'liEll/REMAJU{S
mAllt IUD &Q&']"T5 ..
fEtAl-if: SILl. 6Q6')-15. .
FRAH~ JAHII 6063-T5 ..
FIX!!) RAil. 60&3"T& .
VUlT }oIEtnN3 RAIl. em-T6"
to? AND Donati RA1L 60S3-T!"
JAHB STILE 60~3-T6 ..
c.t.A2lNG stAll . AlUH1/Mi ROI.I. fORMED
fRAHtlVtNT ASSEMBl.Y SCRtVS - . a 1< 3/-4' P.H, Plilll.t?S
fl~ RAIl. SILl. SCRE,"f .. . a x a' p,/t PHJLt.tP~
vtHT JAMB RAIl. 1oI'.nRLFi'ING VINYl. lI-4' DrA, 1l\Jl.D
FlH SEAl. \iCA'IHtRSiIUf'I'JliG - .191' lC ,al~' aaaa-S001..n
F1H $tAL Vt':ATIltiUTR1IlPIHG - J91' X ,350' (7e34~oot..7)
Flit stAL 'w't:ATHCRSTRlPf'It.'q" ,U:11' )( .310' C793Q.&~OI"~)
.. ..
vENr rACE OUIDe:
VEHT Rot.l.EIt HOUSING
VOlT ROlW/\I}{tEI.
SItI. TRACK INS !:At
VE:til lATCH
voo l.ATCH SPRING
Pt.ASTlC
f't.ASTlQ
BRAS!
6~3"T6
'063"T6
..
AT a-lIe' FROM tuJl!f II HIIlSPAI1
A't EACH e;NJ)
@
4
EXTERIOR
\llNDCIJ IJI0fli
~o ~your
I)X O??OSI~
/'
-
ROLL. FORM EO AlUli
G,WINO SEAO
-DSB ANN. GlASS
AOHESNE .
1EDOINO COMPO UNO
~ \ ['..
/ / I"
V'~ I
,tl.'1 .
-
~w
~!:
f~
~~
M
FIXED M1G. RAil CORI:;l~fl
APPRO~O CONf'iGVRt.TIONS .
01.).55 WIDTHS TO BE EQUAl. ON MOVING mo F1XW LITES
WOOD "BUCKS Nor BY LAWSON INDUSTRIES, MUST SUSTAIN
LOADS IMPOSED BY GlAZING SYSTEM AND TAANSFEf1.
THEM TO THe: 8UILOlNG STRUCTUR~.
.TYPIC~' ANCHOBS: SEE.. EI.tY./CHARr' fOR SPACING
. :3/1 elf TAPCONS
INTO 28Y WOOD SUC!<S OR IYOOD STRUCTURE
. ,.. MIN. P~NETRAnON INTO .WOOD
THRU lav WOOD BUCKS INTO MASONRY OR OIRECTLY INTO MASO~RY
1-1/4" MIN. EMBEO INTO MASONRY , .
~E^W\NTS.l .'
tACH VWT CORNER SEAlltD WITH WHlTE COlORED Se::AI)NT.
~ 'WEEPHOLESl
WI ... (I-IJa" X 1/4" DRAIN HOLE) AT 1-3/4- FROM EACF'H':mNO
W2 :2 <,. X 3/1 a~ WEEP HOLE) AT 2" mOM EACH END O. VI:.
@'
JS6D~~~~- ~ ~
r---!--' 0" i' D.C. DPlL c;.JfJ
I 1\/ II,. I ;>
I ..J i\ru~~l/@ - 'JD
,- -'II \i~ ...Lo?- 14> r11CF
l~~_I/, ~..~-~-_.....- ~_.._----~V iV
mAUl?: SlLL.
:..1....11 oM
r'922l
r-6~-T
' ~
1,0;55 ~'993
L .
.090
r,.43Bj
.7~() ~i? S i;;1
,II ~I
1--= ~ 1.&\0
.656 ~ I
l-__ ...::----1
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.OGa JL J
. -C.I.Q<J4'
FIXED MTG, RAIL
MEETING RAIl.
SI1.l. lfV,CK
t
.PLAZIl'1G PETAU...
.,1,5:18-
'<, I r.06e j
,er-~t ~1. ~6
L~ J
l: i,oo~
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AT S' FROM t/lDt
- '
@
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n~- MlN. WOOD (MBED .
AS SHOWN ON n'VATlON
4_1,.....,. tSll.~ilWjg~'i1ic~~~~~PCA -1I8N.ANN
,~,.. M;).e. ' " " s.t~,s, N\J GLASS .
O~~~STl f~.!"i~o~oc~~~giD \ \ /M~M~~~~~7E
~. d "><::~ H'9?OIHT y fW~.v- ~
:r ZIC (I' T.I '.115" . 3
. . I WOOD aU(K 12
~. (/~~)(-
1~ J 7\.\ ir ,.,- -.. ........lI1IU ~
. [). ....~- ""'!j \ ~ ~~
@@ ::~. ~'(Q' --L T . ~ v ~ - =....~,...__-:::III lY
~ '- :- CLeAR AIJHa5t't'! ~J
3/W'.ANN. BEOOING COMI'QUNOZIf (I' T,) UIIS" 13 @
av.S! WOOD BUCK ..,31S" Ci\.A~iNG 0
~J~:~~.^~!.I'!a " OEl>tH limn .
ore.. lK ,8ltu · , WlUDI1W WIQTH
r"[' ~/ I./J' 15 PLAN VIEW
3/t 611 ANNeALeD GLAsa
Fl.ANGE FRAME
1.09J" r;;: IiiAi~ ~\I.i'lI lJ 1,'.1 . .- I _,~"..TAP(c" lxOR2J<WOODBUOK
. ~r- JF "I ~ d . 8 v @ 4" FROM CORNERS ~itr6~lfTV RAIL
"koot \ ka \0 .. · ~,. 4. . II' . PERFORMANCE SUMMAljX
@ !;\4 .... Re:I"EIUNC~1 PTL..'SU 12..8..91
B I. ... · ." · ~'Ie IP.T.t TEST SIZE. 5]-t1~. X 14-114"
I '" l\1 wu,,.., DUlY .. .. ....
~H · '" .. . WuOD SliCK TEST LOADS. .91,,5. ~94.5 PaP
i A I' MElmNlJ RAIl. (' ..............., ~' ,,1o"I1AX OUIGN LOADS1 -63,0, - 63.0 pstt
:::: r' SHtH' WATI!RINPILrRA'I'IONlESTI9,SPSP ,
, . ....-' -...... I Tl'STEO Gt.ASSl iUl~"..ANNtAl.EO
,1l9" HA:(. JAMa StAEW SPAtlNGt 1S.3/,." & \1-3/1."
I -'. NON.IMoAot ReSISTANt
..1-- ''\ .68t t.o
/\ ~ 3JjtMNNEAUO GtASg.HD RNt.
@@f: 'cD W1NOOWCOMPARAllVI:
" ,..... CUM I\OHESIVB . ANALVSIS cHART
. SEOOING COMPOUN~ WI~OOW DESIGN LOAD OAPACtlV. PSt'
Y ~ DiMENSIONS WOOD SCAtMI [Z;( WOOD ElUCl<: TmONS (II( WOOO euclQ TAPCONS (lltWOOD sue\<)
~I 20 ,: . ~ ~~W ~~9~J ~m~: POSIl'IVI "lOATNC ar.,.. Of PO~t"\'! "EBATlvl ~m~ Pllll11vr N(~A"IV(
".tlD II).:! JIM n.' IU~ n.>> 2&0.6
24:;;;' 6'"i ;su . 'i'iJ"~' . "i'oG:i &U ' "'),1
. t. 26 tlJ "U"'flU "' t I" I~" . 1)1 . . I~ . t. 1st 'H.f "'.,hUI ." "U"I'II' ,
IB a. ;1.. &H - 1I~.' .., P:L.. ..M ,.r...t ap. IlL),
.u.. S;1ol/1S 6U . 19.10 SU n.o f),) au
1'.111 6U UU 6U ,n~ us :nu
I "".UII. I . t 41' ... .... '14'" II ,... I. .au.., '. UIlUlt..
240111 U-JII ISl ~.n:!" UM. . 151 6~.~ ,. . ,!'.7:r, 171 ".J,~t. 'H."
')7 n." . '~.!:~_: , .. ~.u ~=.:). .. ~u 11~.~
'.,:ti; n,) OM n.' ,.., aU au
19.111 ",J 111.9 6U 121.6 UJ. IlU
.........,. . ,. .. IW H' \U~ ,..'" . ... .. ... .... . ..n ..,
.!~~,1I.'l n-"I tSl !'~" . \If:'. , 151 .. "~,H,,.. ." M9,!;t 111 ',H \I'"
n n:l n.. au 6", 61J 8""
.. u. .. 'nfl..... "f . tU' . . ~ . . .. I' . ,-, 'I 'f .........,
51.1/1 U,) ".0 -. &),) 6U
.t?~.~!.' . '~'?:!H"l 2!~.! It I~~:~''''' M.J~'\I~" .. l"~'~~' . nd.~
24.1/2 ".1 . 14M 'U 96.1 US Uf.O
,ui', u s6 t6. ";ii Uti ,I' ;,'i.t'" (&1 t.:J' &P.J tel 'H',iiH' .. 'ii:~ .
ALT. HEADER & SIl.l. SeOTION '51"1'0 au ,/ . ha .m'j'i~" . .....~D.i ".. n.l ".t.
___. , _ _ 11-1111. IU 2n.s ~u. IJU U1 "8.11
'i,:vl 111 'U ,S,.4 ' ... .';'.j ... . ','0'0:; . &13 129.0
1.1l'" 6) . II.'.... . "HUI"" ,t1J It) ,. ,...." .
)1 6U IOU 6U 11.9 n.J U.'
9:J'.iJa' 6;".e.1 . '';,:;-'' su 6U 6~,C.
. 'f.'" 'U IIU 6U "'.0 IU ISL?
'24.1'; 113 no.! "'3., ". as:1 .. n.) 'OM
".1It. . I'll ..... " 11' 19" ..
, )'r ',:U &8.8 n.J ":0 U' 1..,.
tlO.~ p"~tti1tl[SIS IHOltAH' tlO, 0' n."i .,.6' . su _", . s;.s' i,'.a.
"HCIiORS Pal J"l'Il1
II "S,I1.S .
moo HIN, WOOO EMBED
,.. ~ S 112" fAOM CORNEAS
~ c.& M10PqlNT
2 II lP.y,1 WOOD llU(l<
. NoT BV LAWSOtf INO.
MUST SUSTAIIlIHPOSEO
1.0ADS --"7
1/1." ~
SHIH HAX.... .-
'.
~.
:-...,. SHi~'"
r,'Z49" <-.\ 'It"'::::..
1 ~ ,69~;" Z lC IP,T.l
/\ I ~ II\. . . WOOD aUCi<
@@: '0.
: -CI..IlAA AOHUIVE
:!I l6"-'AHN. BEOOING COMPOUND
<<lI.AS~ I ,.
It
~ii~~t~mO ':i @
I /'r
l- t.or~ ~JIWIJ" UJ
~ ~ ~i "'. ,:"("
6 @ I II~Ii e:Jf..
~ 1 @ ':, H!AVV OUTV
... A I HE!'1'INCI RAIL
-
. CUM AOKt:Slvt
aeOOINa ~OHPClUNO
..-3/16"-ANN.
GLASt ,~
~
.~it 10 S.H.S.
,~. MIN. WOOD EMIW)
SEE StHEOUllt aEl.OW
FOR ANCHlm SMeltlCJ
ITYP.I
~~
-'- 17
ITS '\ /
1/\
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,
G/
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~
I t.I~l.
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~l~;~hM1:~G @
WINDOW WIOTH
~~
PLAN VIEW
.-
I,..')
i
HEADER & SILL SEOTIQ.~ .
ALT, SILL &,EOTIOf\1
3J1G'-ANNeAlEO G.!.AS8.HO RAIL
WINDOW OOMPARATIve .
ANAL VSIS OHAR't'
Wlt:OOW OESIGN LOAD
CIMEll~IONS 'OAl'ACllY. f'$F
Wtor~ I1tlG!!! ~OS'T1VI tlCCI"Trvr
Jot"", b.tIon'
If.UD 6:tJ 51U
'2s:'ii'i" 26 It '6'i:,._4. ii,.t..'
s; .. III : S;II .HJ1i~" u
"ii~'li; . 61.3 ue.J
It.111 u.) uu
as. Iii" JMII ,.. ,'u 'iifr.' .
HOlj'fo" 4st .....ali:i" ;si, t .
. s t:.,iah I ,.., I t \~G:4" ,
J':,"'tl ' I:' ~!.~~, ~.,,~,~;~.
tc.ll2 to-5/1 6U 2CU
"1t1i;'u ". . ~ ,;,:; , ,. .. 'J~O' .,
I ... ...........1-0. ,.. .~'H'"
nova 6U IU
if-till U" 20'""
ii:,,; .6 t. ,i:J'HII' . 'i!'I~'
un ' (61 . 6'u ,. Wi..
. IUIII tU'tIHHI . , . ...
nolI' u,' . 'lU
,,:t.,~!.! ....~.3.~ ~~9,'
.U.I!~ " " ,~,3;~ .. .. .....'~~~
If 111 us 'HI,1
si:';ii nJ' m '..
,!~:.I~~ au IOU
21...112 14.\/4 'aj,,' ,.. 'HH,f.,.,"
h UI" .i.i n.s
. ,i:'/1 't;;''''' ,..;.
tll'.ln PARCNT'H(SIS IIltlleAUS 110. 01'
ANCHORS p~ lAtll'
:--
. I~Y '.~tr
" II~:~ ~~ ~ 2~'
, ./ts\ I '@.
~ 2.299
@ !'\._ ~t~aHT
.@-f:1I4"HA)(.
SHIH
,,- -
.~ := ~r:><
I V(zO)~i
~7 .
16 ~ 5 2~
, ..1l\
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r jU t~ $,H.S,
IW' MiN. WOOD tMllEO
@ g.1I2" FROH CQR.NE~S
, & @I MIDPOINT
,
~.~~
~~
Ij
,181"
en
r
" 10 9.l-U.
I~~ HI.l,I. ~.JOO() tMSliO
@I 5 -111" FROM CORNER$
!Io Cll HIOPOIHT
l2 II (PoT.1 .
wooo auc!<
I. !I' Ilo"
T2ltIP,T.1
WOOO BUCK
NOTESl
1 THIS.WINOOW SYSTEH IS OUIQNED At~O TrSTEO TO COM LV WITH THE
RtQUIREMENTS 01' THfi '9i4 OM! COUNTV eOITION 01' THE SOUTH
FLORIOA 6Uf~OIN(J COOE ISoP.a.C,1 CHAPTt:R 1,. CHAPTER 2J. CHAPTER n.
UNOlR fHIt S\'>l!tlfllC CONOITIONS SHQWH OH tHIS 0\1 "WiNG.
1, 2. waoo DUCJ<S SHALL se lN9TALLfiO n~OT'av L^WSO~ INO,t ANO ANCHORfO
SO THAT THe QVI!.OINQ llESISTS THIl SIJPfAjM~OS(Q LOAOS IN ACCORCANCe:
WITH REQUIREHE.NTS 011 1~91o s.p,a.c. .
:J ANCHO~ OdCRlflE;O IN THIS !."YOU'/' ARE AS PER TESl' UHlT, orHEA
. CONOITIONS TO 8! ENOIN6!R€O Sl;?ARATEt.'l',
I. ANCHOR CONOITIONS NoT OtstRlaEa It' THIS ORAWINO "AI 10 Bt l!NQ,NUREO
ON A SIU SPECIfIC OASIS.
--...,-.-,..
Ilt (P.t'.l WOOO BUC/( APPRovroASr.OMPLYjNG~rH~~
NOT BV LAWSON ItltJ SOlJT1t!~pnjO.' BUILD/NO ~OtJll
r~lJssusrAIHIHPQSt:~ATE f ~~l''',1OQ\
f ~~;O~~
_ ' eU.ll&maCOOECOMPUA~CE 1!fflCi
ACCE?T.wCeNo. Ot~1I6'.11'.':'
'f ~ u
f i3IUt." ~ T ^PCO~
A (Sf:UCHEOUI.!'
r "BELOW FOA NUMBER
\ c~ At/maRSI
~
1/1." SHIM
MA
4
2'
11 ..
J \ 4
"
4
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ili"
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, m Hl(IQHT
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.
.4 · ft. .
:J:I .'.
. '.l/4". '"
f EMllED,
. ~ ..
.
" ".
"
, ~
1~71G. MIN.
. to?~~.IST.
JI16"ct TAPCONS
@) ,. PROM CORNEAS
U I~ 1H,S.
\V," HtN. WOOO EHIS!O
@I ,. fROM CO~NER!I
ZlC(P.T,'... .I
WOoo auc~
.......
HEADE~ & SILL SEOTION
NOTESJ .
t. tHIS WINOOW SYSTEM IS OESlONtO ANO TUnO TO COl1PLV wim THE
R€QUiAEI1ENTS OF 'fHe: 1994 DADE COUNT V EomON 01' 'tHE SOUTH.
PI.ORIQA BUILDIN(! COOl! (5,1',13,(.1 CHAPTllR i.. CHA~UA no CHA?TEF\ 35,
UNOEA TH! $PEC1J'IC CONOmONS 'SHOWN ON THIS ORAwmo.
2. 111 Drt 2 Ie WOOO BUCl<$ SHALl. Sit INS't AI. 1.&:0 (NOr BIf I.AWSOH WO,) AND
ANCHORED SO THAT THE eLJ1~OINa RESISTS THE SUP~~MPOSEO LOADS IN
A(COAO"NCI WITH REQUIREMENTS Oil 1994 s.p.e.c.
~. ANCHOR DESCAIBED IN 'THiS lAYOUT Mil AS "ER 'fest UNIT.OTHtR
CONOlTIons TO as ENOINEEAtC SEPARATE!. 'f.
4, ANCHOR CONOIT)ONS HO'!' OESc.qtSeO IN THIS ORA WING AR( TO !II ENGINWUD
. Ol'f A SIT! SPECifiC !!ASl9. .
7030 "_W. 31lh CT.
I1EI AWS 0 N MIAMI. tLORIOA 33t47
~ ~OUSTRIU.IHC' (305) 696..8660
UAMJrACTUR[R5 or WINDOWS . OOOflS
3/16'f ANNEALED GLASS
FIN FRAME
2x WOOD BUCK
HEAVY DUlY RAIL
TEST UNIT
PERFORMANoe SUMMARY
REFERENClh FTL~lB91 1%-11-97
TeST SIU.', sl.~lIe~ l< 75-111"
T1!ST LOADS. .94.S, ..94,S PSP
DESIGN LOADSl -63.0, .~3.D PSI'
WATER INFILTRATION TESTI 9,$ PSP
TESTED aLA~S, )l1&....ANNf;~~m
MAX. JAHa S~EW SPACING. 15-3/4" !Io ,a..3/4'~
NON~MPAGT RESISTANT'
Wit/OOI.,
WroTH.
N.T,l,
20.9IW'ltvP.I
f/0 16 ,-112" HAX,-'-
~ TVP.I "I
oj
3-3/1,-
.Ity?,)
1 ~
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a~
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<to
::2""
rr~.
;ts-~~
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~/j
~~
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(TVI'I.
. '~112" HAl<.
Inp., ~
/
///.
////
~,/ .~
J
/ '
~f~/
c
if
ELEVATION
FIN FRAMe
SINGLE HUNG WINDOW
-..
WiliOOW
WIOTH
~,T.I:.
,. ;-91.16~ 1
i 0) i
]-1/4"
ITYP.)
4" HAXrj-
11''1'1',1 i
-- ,..
, -.;- ~
~~
In';'
et:.
~o
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~,.
ell
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~
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-[ w
l I -c ~'YP.I
W 610 HAX,
(fVp,1
t "
ELEVATION
fLANGE fRAME
SINGle HUNG WINDOW
I'
ft
6'L '
6,r -I
~~
6'
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
RouQh openings o.re 114' sMo.ller on eo.ch side o.nd 114' 5Mo.ller on -the
heo.~er them stondord TherMo- Tru rough opening diMensions,
Use only 0. Mo.xlMUM of 114' thick shiMS.
Predrill -the jo.Mbs o.nd heo.ders using 118' drill bit PredrllUng
increo.ses s-tructurol perforl"1o.nce.
Use only 2-112' wood screws (#8 o.nd #10) when securing -the pre
hung fro.Me to -the rough opening buck, Drywo.ll screws) deck screws)
o.nd no.lls o.re insufficient o.nchorsJ o.nd should not be substitu-ted for
wood screws.
Be certo.ln of the nUMber onel ploceMent of o.ll screws securIng the fro.l"1e
to the rouQh opening buck. Consult -the o.rchitect or engineer of record
concerning fo.stenlng the buck -to the rest of' the building structure,
CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT
OPENING SIDES AND HEADER,
** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE
3/16' DIA FLATHEAD TAP CONS ARE PROVIDED SPACED AS
SHOWN. THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME{, 1 x p.r, BUCK STRIP AND HAVE A MINIMUM
OF 1 114' EMBEDMENT INTO THE MASONRY JAMBS.
~~'
rt ~rr ITt;~
I U6'6LIII II
~t.6.'
L3-'-
~ -~I T ~ '
I~ 111-16'
p'_ :lrf Itt'~
1-1..16' 6L ~ I I I I
- I--' -
SPACE
EVENL Y
- i--o
-!--' ......-
SPACE
_ ...... EVENL1_
l-h6'6,rlll II 1-16'6LIII II
~J 3'U D'~l~ J6: ~irm:~
II 1 I I' J6'
~IllfJ~
SINGLE DOOR
SINGLE DOOR W SIDELITE SINGLE DOOR 'vi / SIDELITES
.3'tt r ~ ;:
6'L III II
-3-'~-
..1'
I
I
6-' ~~
~
3' r-t- ~r f- ~
I~ III U6'
ff
6'L 1
3' :i'
r T
.1 I
fr
I -16'
6.:t= -;"" 4 I I , II" 'IT6'
3'Lr~k~ ~1 !" it~ U~
DOUBLE DOOR 'vi / SIDELITES
! .
(
t
:..
- i--l"
SPACE
EVENL Y
-I-
- -'I"
SPACE
EVENL Y
--!eo
6ry- -I
v tni
I ~ I
r i1
1-16'
164
I tl
11' I
I
DOUBLE DOOR
~ CREATED 11/11/02
120 MPH
3 SEC. GUST
r
D E DANSCO
ENGINSEr<ING, PA.
P.o. 90>< 3400 - APOLLO eEACf.4 .. FLORIDA - 3~'2
~ - (613) 64& 0166 FAX - (61.3) 64& ~<a8
EI2 4510 @lliESE ORA\\1NGS AND DESIGNS AAf: THE JOINT PRot'ERl'r' a' DANSW ENGlIojEERING. P.A. AND l11E
..... WENT ON frllS PROJECT. ANY R[PROOUCllON OR UNAUTHORIZED USE is PRDtjIBHED. - 2003
'"
LENNAR ~OMee
8CAL.E NOTeD
DATE 111m
DRALLN e.v.
TAMPA Dlvl&l~
DOOR 4 WINDOW IN5TALLATIONS
\...
DE Joe NO. FM - !W21
J
&DW2.. 1..
.~:Z~qQf.!J\N131i FRAME
SINGLE HUN~1NOOV{TEST
.wl~nO\4 iTN~EOlt..1MNCe 5UMMAR't
rwWlOI~ CMtOONF1'.oI~D~
TtU ~%t. U lI'" ,~ 1/4"' 1V.II~llt OVl:R II
[ J I tiSf lG.ACS. .fl.J..UJ 1S~ II. O~ II \oi~,C\lCl(I
/, 'J -<E) cUlliH ~O'OS. .n.l. ,U,I'"
/-'/.'~ r II W...ltQIIlIIUIIAI10HTlU' '.$'5'
,i' /, 11$1'0 Gv.U 'li'~..A",.r~l~1l
t'fi\' '. 1\Al(, 11.111 HA1W sPAlMI' ,S'J/4'1o 11.11.'
'~l '.y' (~t1.oMl'i\llO..gr..(...I01n
J A" llAS(aOltm~la91
I:?'~~ "Sf 11tt. U 111'.'111"'. n.AHG11IOVCR)t,
~, ,. tlU LG.AOI , .IU. . It.' ", II. O~ t. \10. CV....
~ D'SICl'HOAa1 , . n.t . L '.1 '$~
C () !tUtO C\US ,)I":'A",~!>lUO
~ MAl(, JAI11 ,tfltw $''''~ ' IH/~' , ",1/"
lloU,OIlAWlNll_tr...Jf..OHI .
J DASEO Oil fT\.>10gJ
an 51:(, n "" .Ir' rLAllot II twnl It
EI.,"VAT10N ,tS.' LOA~$ f .u.o.., t'J' n, OR r. 10111.1110I1
.. 't"'" fM''''' 5.11, \WIOOW ott'CIHC...O,.,..U;',. I p~
"...,,", .'" !tn(IlOLAU.~CAUI1'
!I/oit, JAl11 UII1\4 ~AC/Il;' ,,' & I)'
(f,(1, OAAI'.'Ulll - D1",".1 ()II'}
~HIl OK n(.ollu~
un s,ze . 11' "4 V". rVJf~111 ave" II
un LOADS. ,no. .T1.0 pH I Ie OR z. ~D, e\l(lt I
C(tIG!l ~c...cc , 'JU. .JU r.sfA
"UTeQ ClljlS. D.."...!tJ,:I~
HAl(, tAI1Ue.rtW VAtol;~ IT. III.' L 1'.111.'
(!It!. olVMViO" OT..411.4 01 n
.1'PRODUOT SPEC/FIG OONDITIOJ:~~I~
.... ......c ... ..
1 oeSCRIPTlON OJ j'RODUC'ft
\ , .\I!!!..!..U.UI
1.11 1UIIGt tAAMt ~Wt1'1IVI1 SI!i(j\t H\I1/ll I<'IIIOOW
lU fUt 'RAHI: ALUMINUM Sir/Ole I!IllIG \0111I00\4
" ~O[l ors,~..~TIC'"
scn.CS. $lMHO lTL,wCC O~ 1111 rRAHn
u evrn>11 ~11J.'" IlAl1~UT ltlTCQ UHlUI
l.) 1 r\MICC, n IJ e- ..'d. . 11. II" N9~ . II/I'''"p
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SING!.!! HUNO W1NOOW
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UNotR TM! SP[ClI'IC CDNOiT ONi SHOW!{ aN nilS j)'1AWlH
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W<<lD StilEWS TAPCONS
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. 1, llfIS WINOOW SystCM IS lltSl<Illla ANJJ nSTSll Ta COHPI.'f WIlli THI .
, /lEQVIRtMtHfS Oll TH' ItU, OAOI (OUNTY Eorl/ON Oll TH' SO'JTIt
I FlOIlIOA6Ull.DlHO (OO!: 151.1I.e.1 CHAPWl &.1 CHAPteR 2~ CUAPW~ U.
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2, " II Of' Z. wo<H2 !lUCKS SIiALll.1llNl1'ALL!O INOr 0.... ~AWSON INO.'
At/!) AHCHOnCO so THAUkE OVII.OIl><<t AUIS1S THI 5Ui'tAIHPOCtO "OADS
I IN AeCOllOAtI(( WITH I;tOOIl\CI1CfolTS ell '''' s.I'.O.C'.
J. At/CHOII OtStAlBto IN T/'IlS ~^YOUY AAC AS PIA US't VHlT. OTHER
, CONOlflONS TO 01 CmllNttAEI) sti>MATtt.'l" .
, ". ANCHO!1 COi/OITIONS N01' DISCtIlGtO IN nus DIl...WINO ARt to 01 t:NeIIlUntO
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I. THIS WINOOW SV.5TEH IS DESIGNED ANO TESTEO TO COMPLY WITH THS
Il(QUIIlEMENTS os: THE 1'154 OAOg (OUt-lTY EOITIO~ OF THE SOUTH
HOfUOA eUILOit-lQ COOE IS.I',IJ.C.I tHAPTER I., CHAPT'EA U,t CHAPTCA U,
lJNO~R THE SPSCIFIC CONOmONS SHOWN Oli THIS OMWIlHI.
1. ZIe \01000 !lIJC1<S SHALLIlE fNSTALLED INOT G'!' tA\>ISOIi INO.l ~D ANCHOIHD
SO THAT THE 8UltOma R(SISlS THE SUPERll1POStD lOADS IN ACCOROANCC
WITH FlEQUI~ll~Efi1S OP \'19/' s.p,e,c. .
3. MlCHOA OtSeRIOE.O IN 1H1S LAYOUT ARE AS PER Ttsr UNIT. tlTHtft
CQHOITlONS TO BE ENQIJoltEREO SEPARA TeL V,
" MiC/10R tONOITlONS NOt otstRI8EO IN llilS DRAWING ARt To Dr ENGtHttREO
Oli ^ SITE SPECIFIC 9A51S"
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TEST SIZEI 54.1/4" l< 64"
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PRODUCT CATE60RY SUB CATE60RY MANUFACTlIRER FL '* EXPIRATION DATE PRODliC T CA TE60RY SUB CATE60RY MANUFAC TlIRER FL '* EXPIRATION DATE f'RODliCT CATE60RY SUB CA TE60RY MANUF AC TlIRER FL '* EXPIRATION DATE
S TRUC TtJRAL COt-1PONENT CONNEC TORS (MASONRY/CONCRETE) SIMPSON STRUCTlIRAL COMPONENT CONNEC TORS (MASONRY/CONCRETE) IISP POORS HOOD ENTRANCE LAHSON INS. FL 122'1 12/05/2005
STRUCTtJRAL COHPONENT HET A20 SIMPSON FL 414 10/03/2005 STRUCT1JRAL COHPONENT HTA20 USP FL 021 10131/2005 HI NDOHS FIXED HINDOHS LAHSON INS. FL 1230 12/05/2005
S TRUC ,vRAL COt-1PONENT MET A I 2 SIMPSON FL 414 10/03/2005 STRUCT1JRAL COMPONENT --- ~I NDOHS FIXED HINDOHS KiNCO FL 125 0'1/11/2005
HTA20-lo USP FL 05'1 10131/2005
STRUCTlIRAL COHPONENT META 16 SIMPSON FL 414 10/03/2005 STRUCTlIRAL COMPONENT HTTI6 USP FL 021 10131/2005 HINDOHS FIXED HINDOHS BETTER BIL T Fl 616 PENDIN6
STRUCTlIRAL COHPONENT MET A20 SIMPSON FL 414 10/03/2005 STRUCTlIRAL COMPONENT HTT22 USP FL 021 10131/2005 HINDOHS FIXED HINDOHS FLA. EXTRUDERS (MILESTONE) Fl44 0'1/02/2005
STRUCWRAL COt-1PONaiT HTTI6 10/03/2005 STRUCTlIRAL COMPONENT .-"".- HINDOHS FIXED HINDOHS iSENERAL ALUM i M\NUM FL 255 0'1/24/2005
S: MPSON FL 503 L TSI Cl JSP Fl 022 10131/2005
STRUCTlIRAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUC TlIRAL COMPONENT L TS20B USP Fl 022 10131/2005 Ir<I NDOHS FIXED HINDOHS iSENERAL AlUMIM\NUM FL 263 0'1/25/2005
STRUCll.JRAL COMPONENT STRUCllJRAL COMPONENT ------ HINDOHS FIXED HINDOHS iSENERAL ALUM I M\NUM FL 16en 02/04/2006
L TTI'1 SIHPSON FL 414 10/03/2005 MTSZ)B USP FL 022 10131/2005
STRUCll.JRAL COMPONENT L TT20B SIMPSON FL 414 10/03/2005 STRUC llJRAL COMPONENT TDX2 USP FL 016 10131/2005 HINDOHS FIXED HINDOHS SIMONLON HINDOHS FL 11 0 0<1/1 Cl/2005
S TRUC ll.JRAL COMPONEliT LTTi31 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT TDX20 USP FL 016 10131/2005 HINDOHS S I N6lE HUN6 LAHSON iNS. FL 1225 12/05/2005
STRUCllJRAL COMPONENT MTT20B SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT TDX5 USP FL 016 10131/2005 HI NDOHS S I N6lE HUN6 KINCO FL 123 0<1/11/2005
STRUCllJRAL COMPONENT HTSMI6 SIMPSON FL 1423 12130/2005 STRUCllJRAl COMPONENT lU6T2 USP FL 011 10131/2005 HINDOhS SI N6LE HUN6 BETTER BILT FL 663 PENDIN6
STRUCllJRAL COMPONENT - HINDOhS SIN6LE HUN6 FlA. EXTRUDERS (MILESTONE) FL 42 0<1/02/2005
HT5M20 51 MPSON Fl 1423 12130/2005 STRUGllJRAL COMPONENT H6AMI0 USP FL olCl 10131/2005
STRUGllJRAL COl'-1PONENT MTSMI6 Si MPSON FL 1423 12130/2005 STRUCllJRAl COMPONENT FA3 USP FL 022 10131/2005 HINDOhS SI N6LE HUN6 iSENERAL ALUMIM\NUM FL 254 0<1/24/2005
STRUCllJRAL COHPONENT MTSH20 SIMPSON FL 1423 12130/2005 STRUCTURAL COMPONENT PAU44 USP Fl021 10131/2005 HINDOhS SI N6LE HUN6 iSENERAL ALUM I M\NUM FL 16'10 02/04/2006
STRUGllJRAL COMPONENT HSTCM40 SIMPSON FL IClOI 02/10/2006 STRUG llJRAL COMPONENT P AU66 USP Fl021 10131/2005 HINDOhS SIN6LE HUN6 SIMONLON HINDOHS Fl 204 0'1/22/2005
STRUGTtJRAL COHPONENT HD2A SIHPSON FL 503 10/03/2005 STRUGllJRAL COMPONENT PHD2 USP FL 011 10131/2005 HINDOhS SI N6LE HUN6 ENER6Y SAVIN6S PRODS. OF FL FL 1'150 03/12/2006
STRUGTtJRAL COt-1PONENT HD5A SIHPSON FL 503 10/03/2005 STRUGllJRAL COMPONENT PHD5 USP FL 011 10131/2005 ~INDOhS DOUBLE HUN6 ENER6Y SAVIN6S PRODS. OF Fl Fl i'153 03/12/2005
STRUG ll.JRAL COHPONENT HD6A SIMPSON Fl 503 10/03/2005 STRUGllJRAL COMPONENT PHD6 liSP FL 011 10131/2005 !HINDOhS HORIZONTAL SLIDERS LAHSON INS. Fl 1226 12/05/2005
STRUGllJRAL COMPONENT HD8A SIMPSON FL 503 10/03/2005 STRUGllJRAL COMPONENT - ~INDOHS HOR!ZONTAL SLIDERS SiMONLON HiNDOHS Fl 203 0"1/22/2005
PHDo IISP FL 011 10131/2005
STRUGllJRAL COHPONENT HDIOA SIMPSON FL 503 10/03/2005 ~INDOhS HORIZONTAL SLIDERS KINCO FL 124 0'1/1l/2005
STRUGllJRAL COMPONENT HDI4A SiHfY::>ON FL 503 10/03/2005 ~INDOHS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDIN6
STRUCllJRAL COHPONENT HDI5 SiMPSON Fl 503 10/03/2005 PRODUC T CA TE60RY CONNECTORS (HOOD) USP !HI NDOHS HORIZONTAL SLIDERS FlA. EXTRUDERS (MILESTONE) FL 43 0'1/02/2005
S TRUC llJRAL COt-1PONENT HGT2 SIHPSON FL 414 10/03/2005 S TRUG T1.JRAl COMPONENT RTIl USP FL 016 10131/2005 ~INDOHS HORIZONTAL SLIDERS iSENERAL ALUM I M\NUM FL 254 0'1/24/2005
STRUGllJRAL cot-1PO~-iENT HGT3 SiMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT RT20 USP FL 016 10131/2005 ~INDOhS HORIZONTAL SLIDERS 6ENERAL ALUM I M\NUM FL 16Clo 02/04/2006
STRUGllJRAL COHPONENT H6T4 SIMPSON FL 414 10/03/2005 STRUCllJRAl COMPONENT RTI6 USP FL 016 10131/2005 ~INDOHS MULLIONS LAHSON INS. FL 1221 12/05/2005
STRUGllJRAL COi'1PO~-iENT LGT2 Sil'-iPSON FL 1423 12130/2005 STRUCllJRAl COMPONENT RT16-2 USP FL 016 10131/2005 ~INDOHS MULLIONS KINCO FL '151 11/04/2005
STRUGllJRAl COHPONENT M6T SIMPSON FL 1423 12130/2005 STRUCllJRAL COHPONENT MTHI2 USP FL 020 10131/2005 HINDOHS MULLIONS FLA. EXTRUDERS (MILESTONE) FL cn4 PEND I N6
STRUGTtJRAl COHPONE~iT HGAIO SIMPSON FL 1423 12130/2005 STRUGllJRAL COMPONENT MTHI6 IISP FL 020 10131/2005 HINDOHS MULLIONS iSENERAL AlUMIM\NUM FL 1252 12/03/2005
STRUGTtJRAL COt-1PONENT HGAMiO SIMPSON FL 1423 12130/2005 STRUCllJRAL COMPONENT MTHI8 USP FL 020 10131/2005 I=XTERIOR DOORS SLlDIN6 LAHSON INS. FL 1220 12/05/2005
STRUGTtJRAL COI-1PONE}iT MSTAM24 SIMPSON FL IClOI 02/10/2006 STRUC llJRAL COMPONENT HTH:6 USP FL 020 10131/2005 l=XTERIOR DOORS SLlDIN6 KINGO Fll26 12/05/2005
STRUGllJRAl COHPONENT HSTAi'136 SIMPSON FL 1'101 02/18/2006 STRUGllJRAL COMPONENT HTVQO USP FL 020 10131/2005 l=XTERIOR DOORS SLlDIN6 BETTER BIL T (MI HOME PROD,) Fl561 12130/2005
S TRUG TtJRAL COMPONENT HM"l SI MPSON FL 1423 12130/2005 STRUCllJRAl COMPONENT SPT22 USP FL 011 10131/2005 l=XTERIOR DOORS SLlDIN6 FLA. EXTRUDERS (MilESTONE) Fl 45 0<1/02/2005
STRUGllJRAL COHPO~-iENT i'-'1AS SIMPSOt~ FL 414 10/03/2005 STRUG T1.JRAL COMPONENT SPT24 USP FL 011 10131/2005 I=XTERIOR DOORS SLlDIN6 iSENERAL AlUMIM\NUM FL 264 0'1/25/2005
STRUGllJRAL COHPO~i.ENT ABU44 SIHPSON FL 414 10/03/2005 STRUCllJRAl COMPONENT SPT4 USP FL 021 10131/2005 l=XTERIOR DOORS SLlDIN6 SiMONLON HiNDOHS FL 104 0'1/22/2005
S TRUC TtJRAL COi'1PO~i.ENT PHD2-SDS3 SiMPSON FL 503 10/03/2005 STRUCllJRAl COMPONENT SPT6 USP FL 021 10131/2005 I=XTERIOR DOORS SLlDIN6 THERMO- TRU CORP. FL 1110 11/20/2005
STRUCTJRAL CO~~1POt-U:NT PHD5-SDS3 SiMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT A3 USP Fl 020 10131/2005 l=XTERIOR DOORS SHIN61N6 lAHSON INS. FL 122'1 12/05/2005
STRUGTtJRAL COHPONENT PHD6-SDS3 Sii'1PSON FL 503 :0/03/2005 STRUCllJRAl COMPONENT A34 USP Flol6 10131/2005 l:XTERIOR DOORS GARAiSE DOORS ClOPAY BULlDIN6 PRODUCTS FL 542 12/12/2005
S TRUG WRAL COt.iPONENT PHD8-SDS3 SiMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT HP4F USP FL 021 10131/2005 FXTERIOR DOORS GARAiSE DOORS HAYNE DALTON DOORS FL 001 11/04/2005
STRUGllJRAL COi'iPONENT LTAI SIMPSON FL :423 12130/2005 STRUCllJRAL COMPONENT LSTAI2 LISP FL 016 10131/2005 l:XTERIOR DOORS SHIN61N6 JELD-HEN FL 4Clo 10131/2005
STRUCllJRAL COMPONENT LSTAI5 LISP FL 016 10131/2005 E:XTERIOR DOORS SHIN61N6 JELD-HEN FL 53'1 10131/2005
STRUCllJRAL COMPONENT LSTAlo LISP FL 016 10131/2005 l:XTERIOR DOORS SHIN61N6 PLASTPRO ING.;NANY A PLASTICS FL 1321 12/15/2005
PRODUCT CATE60RY CONNECTORS (HOOD) SIMPSON STRUCllJRAL COMPONENT LSTA24 USP FL 016 10131/2005 E:XTERIOR DOORS SHIN61N6 THERMO- TRU CORP. FL 1105 11/21/2005
STRUGllJRAl COMPONENT H2.5 SIMPSON FL 414 10/03/2005 STRUGllJRAL COMPONENT LSTA30 USP FL 016 10131/2005
STRUGllJRAL COHPONENT H5 SIHPSON FL 414 10/03/2005 S TRUC llJRAl COMPONENT LSTA36 USP FL 016 10131/2005
STRUCllJRAl COMPONENT Hl SIMPSON FL 414 10/03/2005 S TRUG llJRAL COMPONENT MSTC40 USP FL 011 10131/2005
STRUCllJRAL COHPONENT HIO SIMPSON FL 414 10/03/2005 STRUCllJRAl COMPONENT MSTC52 USP FL 011 10131/2005
STRUCllJRAL COMPONENT H10-2 SIMPSON FL 414 10/03/2005 STRUCTlIRAl COMPONENT HSTC66 USP FL 011 10131/2005
STRUCllJRAl COMPONENT -----
STRUCllJRAL COMPONENT HI6 SI MPSON Fl 1423 12130/2005 HSTClo USP FL 011 10131/2005
STRUGllJRAL COHPONENT HTSI2 SIMPSON Fl 414 10/03/2005 STRUCllJRAl COMPONENT KCG44 USP FL 022 10131/2005
STRUCllJRAl COMPONENT MTSI6 SiMPSON FL 414 10/03/2005
STRUGllJRAl COMPONENT MTS20 SI MPSON FL 414 10/03/2005
HTSi6 Si MPSON FL 530 10/03/2005 PRODUC T CA TE60RY MASONRY HAN6ERS USP
STRUGTlJRAL COHPONENT
STRUGTtJRAL COl'-lPONENT HTS20 SIMPSON FL 530 10/03/2005 STRUGllJRAL COMPONENT NFM USP FL 510 10/0'1/2005
STRUGllJRAL COMPONENT SPI SIMPSON FL 414 10/03/2005
STRUGllJRAL COMPONENT SP2 SIMPSON FL 414 10/03/2005 PRODUC T CA TE60RY SUB CATE60RY MANUF AC llJRER FL 1* EXPIRATION DATE
STRUGllJRAL COMPONENT SP4 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT CONCRETE LINTEL CAST CRETE
FL 150 0<1/18/2005
STRUGllJRAl COMPONENT SP6 SIMPSON FL 414 10/03/2005 STRUGllJRAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006
STRUGllJRAL COMPONENT SSP SIMPSON FL 1423 12130/2005 STRUGllJRAL COMPONENT CONCRETE LINTEL HEIKIHA FL 1418 03/11/2006
STRUGllJRAL COMPONENT DSP SIMPSON FL 1423 12130/2005 S TRUG T1.JRAL COMPONENT CONCRETE LINTEL COMHERCIAL FL 1714 03/12/2006
STRUGllJRAL COMPONENT A23 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT CONCRETE LINTEL MARION MASONRY FL 2155 03/2'1/2006
STRUGllJRAl COMPONENT AS5 SIMPSON FL 414 10/03/2005
STRUGllJRAl COMPONENT lTP4 SIMPSON FL 414 10/03/2005
STRlIGllJRAL COMPONENT LST2 SIMPSON FL 1423 12130/2005 PRODUGT CATE60RY SUB CATE60RY MANUF AC llJRER FL '* EXPIRATION DATE
STRUGllJRAl COHPONENT MeT SIMPSON Fl 1423 12130/2005 ROOFIN6 ASPHAL T SHIN6LES GAl" Materials Cor. FL 103 0<1130/2005
STRUCllJRAl COMPONENT H6T2 SiMPSON Fl 414 10/03/2005 ROOF IN6 ASPHAL T SHiN6LES CERTAIN TEED CORPORATION FL 250 0"1/24/2005
STRUGllJRAL COHPONENT H6T3 SiMPSON Fl 414 10/03/2005 ROOFIN6 ROOFIN6 TILES MONIERL LIFE TILE FL 560 11/04/2005
STRUGllJRAL COHPONENT HGT4 SiMPSON Fl 414 10/03/2005 ROOF IN6 CEMENTS-ADHESI'v'ES-COA TIN6S TROPICAL ASPHALT PROD CORP FL 1403 01/06/2006
STRUCllJRAL COl'-fPONENT lSTAI2 SiMPSON FL 1'101 02/10/2006 ROOFIN6 UNDERLA YMENTS TAMKO ROOFING PRODUCTS, INC FL 1144 02/10/2006
STRUCllJRAL COHPONENT lST AI5 SiMPSON Fl IClOI 02/10/2006 ROOFi N6 CEMENTS- ADHESI VES-GO A TI N6S TAMKO ROOFIN6 PRODliCTS, INC FL 141Cl 01/06/2006
STRUGllJRAL COHPONENT lSTAI8 SiMPSON FL IClOI 02/10/2006 ROOFIN6 ROOFIN6 FASTENERS SENCO PRO DUG TS FL 2211 04/05/2006
---
STRUCllJRAL COMPONENT LSTA24 SIMPSON FL 1'101 02/10/2006 S TRUG llJRAL COMPONENT DEGK-ROOF EN6LERT,INC FL 2266 04/13/2006
STRUCllJRAl COMPONENT lSTA30 SIMPSON FL IClOI 02/10/2006
STRUGllJRAl COMPONENT lSTA36 SIMPSON FL IClOI 02/10/2006 PRODUGT CATE60RY SUB CA TE60RY MANUF AC llJRER FL '* EXPIRATION DATE
STRUGllJRAl COMPONENT LSTi4'1 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT EN61NEERED LUMBER TRUS JOIST FL 1630 02/13/2006
STRUG T1.JRAl COMPONENT MSTC20 SI MPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT EN61 NEERED LUMBER BOISE EN6. HOOD PROD. FL 1644 03/12/2006
STRUG T1.JRAl COMPONENT MSTC40 SIMPSON FL 1'101 02/10/2006 STRUCllJRAL COMPONENT EN61 NEERED LUMBER BOISE EN6. HOOD PROD. FL 1645 03/12/2006
STRUGllJRAl COMPONENT MSTC52 SIMPSON FL 1'101 02/10/2006
STRUCTlJRAL COMPONENT MSTC66 SIMPSON FL IClOI 02/10/2006
STRUGT1.JRAl COMPONENT HSTC18 SIMPSON FL i'101 02/10/2006 PRODUGT CATE60RY SUB CA TE60RY MANUF AC llJRER FL It EXPIRATION DATE
ROOF VENTILATORS SOFF I TS KAYCAN LTD FL 1<165 04/05/2006
ROOF'v'ENTILATORS SOFFITS KAYCAN LTD FL 1146 12/ICl/2005
PRODUC T CA TE60RY HANiSERS SIMPSON -
ROOF VENTILATORS SOFFITS CAMERON ASLHLEY BUILDIN6 FL 406 11/24/2005
STRUGT1.JRAl COMPONENT HUS26 SI MPSON Fl 414 10/03/2005 OTHER MODIFIED BI1lJMEN CERTAIN TEED CORP-ROOFIN6 Fl 41Cl 10/02/2005
S TRUG T1.JRAl COMPONENT HUS26-2 SI MPSON FL 414 10/03/2005 OTHER TY'v'EK HOUSE HRAP DUPONT FL 2145 PENDIN6
STRUGT1.JRAl COMPONENT HUS20 SI MPSON FL 414 10/03/2005 OTHER 6LASS BLOGK PITTSBUR6H CORNIN6 CORP FL 250 0<1/24/2005
STRUCllJRAl COMPONENT HUS20-2 SI MPSON Fl 414 10/03/2005
S TRUG ll.JRAl COMPONENT HUS210 SiMPSON Fl 414 10/03/2005
S TRUG ll.JRAL COMPONENT HUS210-2 SIMPSON Fl 414 10/03/2005
STRUGllJRAL COMPONENT HG0S26 SIMPSON Fl 414 10/03/2005
S TRUG ll.JRAL COMPONENT HG0S26-2 SIHPSON Fl 414 10/03/2005
STRUGll.JRAL COMPONENT HG0S20 SIMPSON Fl 414 10/03/2005
STRUGll.JRAL COHPONENT HG0S20- 2 SIMPSON FL 414 10/03/2005
STRUGllJRAL COMPONENT HG0S210-2 SIHPSON FL 414 10/03/2005
STRUGllJRAL COMPONENT HUSG26-2 SiMPSON FL 414 10/03/2005
STRUGllJRAL COMPONENT HUSG28-2 SiMPSON FL 414 10/03/2005
STRlIGllJRAL COMPONENT MBHA SIMPSON FL 530 10/01/2005
STRUGllJRAl COMPONENT ITT SIMPSON FL 414 10/03/2005
PRODUGT CATE60RY ANCHOR SYSTEHS SiMPSON
STRUGllJRAL COl'-1PONENT HEDiSE ANCHORS SIMPSON FL 402 10/01/2005
STRUCllJRAl COMPONENT SLEEVE ANCHORS SIMPSON FL 402 10/01/2005 r D E D AN5CO '"
STRUGT1.JRAl COMPONENT DROP IN ANCHORS SiMPSON FL 402 10/01/2005
STRUCllJRAL COMPONENT THO TITEN HD SIMPSON FL 2304 04/06/2006
S TRUC T1.JRAl COMPONENT TIN TITEN SCREH SIMPSON FL 2355 04130/2006 & CREATED 04-05-04 ENQINEERING, FA.
p.o. eox 3~ - AP01.1.0 eEACH - F1.ORIDA - 33&12
PRODUGT CATE60RY CHEMICAL TIES SI MPSON ~ - (813) 64& I2>t66 FAX - (813) 64& <a6~
STRUGllJRAL COMPONENT SET EPOXY SIMPSON Fl 402 10/01/2005 e6 4&tl2> @ 11-IESE DRA'MNGS AND DESIGNS ARE 11-IE JOINT PRCf'ERTY Of DANSCO ENGINEERING, PA. & 1l-iE
CUENT ON 11-IIS PRO-fCT. ANY REPROOUCTION OR UNAU11-IORIZED USE IS PROHIBl1ED. - 2004
STRUC T1.JRAL COMPONENT ET EPOXY SIMPSON FL 402 10/01/2005
STRUGllJRAL COMPONENT AT ACRYLIC-TILE ADHESIVE SIMPSON FL 2304 04/06/2006
ecALE NOTED DRAU.N B.V.
DATE 4/5/12>4- N:/BLOCKS/STD 2001
FLORIDA PRODUCT APPROvAL
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