HomeMy WebLinkAboutBIN B-5 PERMIT 4332
LA TEST DATE: IN PROCESS DESCRIPTION :
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12-20-02
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DATE :
8/1111/97
SCALE :
AS NOTED
DRAWN BY :
[8~!L!L VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIPllON :
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Samuel A. Greenberg
FL. REG. 34245
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TO 111E BEST OF 111E ENGINEER'S KNOWLEDGE AND BELIEF, 111E
STRUCllJRAL PLANS AND SPECIFlCA 110NS COMPLY Wl111 111E
STANDARD BUILDING CODE. SEC110N 1606 FOR 110 MPH WIND
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SIGNED AND SEALED FOR 111E STRUCllJRAL POR110N OF 1111S
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LA TEST DATE: IN PROCESS DESCRIPTION :
REVISION DATE :
12-20-02
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8/1111/97
SCALE :
AS NOTED
DRAWN BY :
[BUILIL VANCE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD:
DANSCO
ENGINEERiNG, P.A.
SHEET DESCRIP1l0N :
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Samuel A. Greenberg
FL. REG. 34245
....
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TO ll-lE BEST OF ll-lE ENGINEER'S KNOWLEDGE AND BELIEF, ll-lE
STRUCTURAL PLANS AND SPECIFICA 1l0NS COMPLY 'Mll-l ll-lE
STANDARD BUILDING CODE, SECllON 1606 FOR 110 MPH WIND
ZONE (1997 EDIllON),
ll-lIS DRA'MNG AND DESIGN IS VALID FOR 12 MONll-lS AFTER ll-lE
DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR mE STRUCTURAL PORllON OF ll-lIS
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RIDGE VENT
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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.
NOTES:
1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED
SHEATHING OR BY 1 X 4 BRACING @ 24" O,C.
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.
5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N.O.)
6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING Wi ONE (1) SIMPSON
MTS18, TO MASONRY BEARING Wi (1) SIMPSON META20 AND TO RIDGE
BOARDS Wi (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE.
SCISSOR
TRUSSES AT
24" O.C.
BR 3
'<:j-
I
OJ
FAMILY
ROOM
MASTER
BR.
SECTION
SCALE: 1 /8" = 1'-0"
AA
~
c
r
ilt
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....
5EE e1RUCTURAL. Noree AND NAILING
5CHEDULE FOR eMEATHING DETAIL
IMPeoN. H3 CLIP
INGLE 2'x4' TOP PLATE
END NAILED WI (2) Ibd INTO eTUDe
. (2) 16d TOENAILED INTO OUTLOOKER
-
r
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elMP~ &PI
el eoN. Hl~ OR EQUAL
. EA OUTLOOKER
2'x4' KNEE WALL WI eTUDe. 24' OIC
..
~
!:
2 'x4' CRQ5e 6
AT RIDGE l=Ae
AT E~ JOINT WI
(2) l~dX:;'
2'X4' D'~L 6RACING: . MID-HEI614T
WI (2) 16d PER CONNECTION
'L' 6RACE TO EXTEND. LEAeT
W% ~ u..e6 LENGTH (5EE TAeLE)
2'x4' CONT. 6LOCKING
WI (2) 16d PER JOINT
el~H3
2'x4' CANT. . 24' OIC
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(2) 16d THRO..JGH TRU65 u..e 2) 16d THROJUH 6LOCKINGCsYPOO1 WALL eoA
. / 2'X6' P.T, elLL
2'x4' 'T' o-l TOP ~ PANEL
6LOCKING, l=AeTEN WIT s/e' OR 112' CEILING: DEN~ /
l~dX:;' . 4' ole CsYPOO1 WALL 60ARD l=AeTENED -.I
WITH !X::l COOLER NAILe OR 1 114' LONG
DRYUJALL ecRELlJ5 COMPL'rING WITH Ae111 CI~
FOR FIRST e'-~' !=ROM END WALL
. 4' OIC TYPICAL
ALLNINUM OOA=IT
vAPOR 6ARRIER UNDER CsASLE
~ 6OTTOM CORD (ROOfiNG:
PAPER OR ROOf CEMENT)
..
"
o
...
~
~
~
u
....
...
NOTE:
5EE CsASLE 6RACING DET AILe
FOR ADDITIONAL CsAeLE 6RACING:
I~ATlo-l
112'. ANCI-lOR 60L T . 32' o.e.
MINIMUM 6' !=ROM PLATE &PLICEe
WI 3/16'x2' DIA PLATE WA$HER
D
-
:0
~
'"
'"
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...
CANTILEVERED GABLE END BRACING DETAIL
SCAl..E; N.T.S.
..
~
LINE OF INTERIOR
VAULT AT
MASTER BR.
T.O.M.
o
I
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ENTRY
6'-6.x10'-4.
VOLUME CLG.
B
4CORATIV
FINI~
FINISH FLOOR LI
o
I
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REAR ELEVATION
SCALE: 1 /8" = 1'-0"
5TRUCTURAL NOTE5
(i) f'AOYIOE (V IlJ CGM'. IN FlUEt) Pl'ECA&T LINTEL
N() (V IlJ CGNr. IN FILLEO totx:K OUT
eLOCK ~
GARAGE DOOR G f\ ~ A 9 E.
IN OPEN POSTI~ 18 -0 x19-0
r--------------------i
I I
: ....., ROOF TRUSSES :
ABV. @ 24. O.C. v-
I I
IF CONCRETE: 4 #5 VERTICAL I
I K I
I S2 I
I
SIM,
10" DIA.
1/2 COL.
(TYPICAL AT
GARAGE)
PARTIAL
FLOOR
PLAN
1/4" = 1'-0"
. BEAM, 5EE PLANS
SIMFOON MTSJ8 "TWIST STRA
FROM BEAM TO COLUMN
F,T, DBL. 2 x 4 B.u.C.
ATTAC~ 2-FLIES ON EA FACE
UJI l~d NAIL5 ill 8' O.C,
&EE ELEV. FOR FINI5~
5TYRO FOAM UJRAF
AT ROUND COLUMN5
(2) 51MFOON META2~
11 BASE OF COL.
51MFOON A6E44
COLUMN BAeE UJITI-lOUT
ANCI-lOR5 TO MASONRY
COLUMN BELOW
RIDGE VENT
1: hNGLE 12
15
RO;7
T.O.M.
4CORATIVE E3 4CORATIVE 0
I
FINI~ FINI~ OJ
FINISH FLOOR LINE
~
GRADE LINE
(ASSUMED)
RIGHT ELEVATION
SCALE: 1/8" = 1'-0"
LINE OF INTERIOR
VAULT
1 X9 FASCIA
WI DRIP EDGE
(TYPICAL)
LA TEST DATE: IN PROCESS DESCRIPTION :
REVISION DATE :
09/24/03
07/20/04 E.W.O. #1373
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172 COL.
(tyPICAL AT
GARAGE)
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OJ I
co
DDD DDD
FINISH FLOOR LINE
DECORATIVE
FINISH
l' -2" DIA.
COL.
FRONT
"C"
ELEVATION
SCALE: 1/4" = 1'-0"
WALL LEGEND
. INDICAl!S flUID CELL WI (1) 15 VERT.
JW?//////////~ INDICATES TOP OF' UASONRY 0 8'-0.
I- -, INDICAl!S SHEAR WAlL
~ INDICATES INTERIOR BEARING WAlL
OEE PLAN FOR Al'1Ol.NT AND
LOCATION C4= REINFORCEMENT
NOTE,
!)'x16' l.NIT5 MAY BE
UOED l.NI.E&5 UJOOD COLIJ1N
15 FRAMiN:i ON TOP C4=
COLIJ1N
< > ROOF VENT 5CHEDULE < >
Verlf~ wlt.h General Cont.ractor all roof Verlt. locatlOrla,
quantltfea, and alze&. Roof vente 6hd11 be lnetalled
for a minimum of vented area ae Ifeted below:
Mark LocatlOrl Off rrdge vente or 60fflt Vent
equa 1 e~etem (eq, In) (eq. In)
RVl let. Level 14e> 14e>
Roof
24'X24' OR 16'x16'
MA5CNRY COLIJ1N
FILLED WI 2~&1 CONe,
WOOD TO MASONRY COLUMN
TYPICAL MASONRY COL.
SCALE; 3/4'=1'-0'
SCAl..E; 3/4'=1'-0'
MAY 0 2 2005
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~
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~ ~
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SAMUEL A. GREENI3ER6, P E. -:3424S
o T~UY ~. ~UYN~, P.E. ~01n
o IRWIN J, I3ENSON, P E, -4~1Sa
DATE :
06-116-02
SCALE :
AS NOTED
DRAWN BY :
[8~1L.1L. V ANClE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIP1l0N :
ELEV A T~ON
[PIL.AN 'l'C'I'
3C
TO TIE BE5T Cf n.e EN:i~ER'5 ~ ~ BELIEF, T\1E
5TRJCiURAL ~ ~ SFECfICATICN5 ca1Pl. Y WI114 TIE
ItORIDA BUILDIt-(j CODE, OECTla-llbe6 FOR 120 H.P.l4. 3 OECOO
GU5T, ~ '6' 00 Z~ 1200l EDITICW.
11415 DRAWN:; ~ DE5kJN 15 VALID FOR 12 HCtiTl4$ AtTER TIE
DATE 15 5t1NED ~ &EALED.
51C:tfD ~ 6EALED FOR n.e 5TRJCiURAL PORTIa-l ~ 11415
DRAUJIt-(j a-t. Y.
W ELECTRICAL PANEL SCHEDULE - 200 AMP 40 CKT.
U (/) --.J ~ ~ --.J (/)
:,.: ~ < W l- I- W < :,.:
~ ~ :,.:(/) (/) 5 5 (/) :,.:(/) ~ ~ ~
- < <
> DESCRIPTION :::e z ~ Ww L5a.. w 0 0 ::J <a.. ~~ z
::J --.J ::J ~ :::e
w 0 W ~N ~:::e 0 9:0 9:0 0 ~:::e w 0 w DESCRIPTION
~ a.. ::J z ;i:Vi co< a.. o:z: o:z: 0- co< :z: ::J 0- ~
cr:: AIR HANDLER CD1 1 2
W & FAN 10,000 6 60 2 2 30 10 5,000 1 CONDo UNIT
3 4
()) RANGE / OVEN 5 6
1 12,000 6 50 2 2 40 8 5,000 1 DRYER
7 8
U 01 9 10 1 15 14 (4) (4) 12 GENERAL LIGHTING
- WA TER HEATER 4,500 3,375 10 30 2
cr:: 11 12 1 15 14 CD (4) 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
~ 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
0 GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE
n DEDICA TED BATH tJ) 6 0 0 12 20 1 27 28 SPACE
N DEDICA TED EXT. tJ) 6 (41 (4 12 20 1 29 30 SPACE
GENERAL LIGHTING 12 (41 (~ 14 15 31 32 SPACE
'-.-/
~ GENERAL LIGHTING 12 0 0 14 15 33 34 SPACE
L[) GENERAL LIGHTING 11 0 0 14 15 35 36 SPACE
~ GENERAL LIGHTING 11 0 0 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 o 1826 S.F. x 3 WATTS/S.F. = 5,478 LIVE & NEUTRAL
POWER CALCULATIONS
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
WATTS 32,391 14,292
AMPS 135 60
II
II
/I
1'-8" 2'-6" 15"
/' 3'-1" 1/ 2'-6" l/
, '1 ,
.1 ~J
,
. .
~ . .
. .
LOPE~
SIN
'0
I
J 2'-6" J
G)KITCHEN
0KlTCHEN
10 0 001
MIRROR
M.C
" .-/
I W.Cj . .
--
.\-1
10 0 0 01
MIRROR
M.
CD
I
n
CD
I
n
a
I
Co
a
I
Co
----+-c
01
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I i-0
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ro
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N
J 2'-9" }
@BA TH
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8)BATH
10 0 0 0 0 0 I
.
MIRROR
M.C.
" ./' " ./'
. . I~
. .;::
co
I
'" ~ TUB
NOTE:
1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH
2) WIRE SIZES ARE BASE ON AWG COPPER (ROMEX) WIRE
3) PANEL SIZE TO BE 200 AMP
I HRYER VENT
P THROUGH ROOF
OR FLOOR FRMG.
18"x12" OPEN FACE
I
220 V
OR KITCHEN CIRCUIT
J 3'-0" J 2'-6" J
@)M. BATH
INTERIOR ELEVATIONS
SACLE: 1/4" = l' -0"
~DOUBLE BOTT. PLATE
AND BASEBOARD
LAUNDRY ROOM/
DRYER VENT DETAIL
AIC
DISC
ELECTRIC
METER
o
200 A
MLO. PANEL
40 CKT
~ ~
3-210 CU
2' CONDUIT
MAIN
BREA-
KER
.
>
::0
MAIN FEEDER FROM
FP &. L
2 COND,
N
lD
D
N
D
D
:00
N
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...
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Nom FOR LOCATION OF EQUIPMENT
SEE EACH LOT'S ARCH SITE
PLAN. MAINTAIN MIN. CLEARANCE
FOR ELECTRICAL EQUIPMENT
PER NEC, 110-16.
GRADE
CONTINUOUS MONOLITHIC FOOTINX
#5 X 20'-0' MIN REBA
VI GROUNDING CLAMP
.L..
.L.
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ELECTRICAL RfSER DIAGRAM
.....
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electrical legend
8= DUPLEX OUTLET
e= SPLIT DUPL. OUTLET TOP PLUG IS 'HOT'
@:: DUPl. OUTLET ABV. COUNTER HGT.
@= 220V OUTLET
@ special purpose connection
~ TELEPHONE OUTLET
~ TELEVISION OUTLET
--tf'r SWITCH
~ 3-WAY SWITCH
--0 DIMMER SWITCH
-{] doorbell push button
-5 ceiling mount light fixture
(0 round recess light fixture
@ ceiling mount smoke detector
@ ceiling mount CO detector
-48" fluorescent light strip
1148" x 24" - (4-bulb)
~fluorescent light strip
Q exhaust fan
c( flood light
a a a a a.HOll YWOOD LIGHTS
~ SECURITY KEY
+ CEILING FAN PREW1RE
r1 DISCONNECT
~~C
D SCONN.
2&4 ~~
~
---t
....J
BR. 2
z
3:
a-
~T.V.
35
27
1-'iJA-
~I; 3
35 l\.t</
~
r
~ ~
~
BR.
...
tp ~.
25
-+-
n
~
cr::
"
~
~
ELECTRICAL NOTES
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
SPECIFICA TIONS.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V,A.C. EQUIPMENT
AND THEIR LOADS ~ITH THE MECHANICAL CONTRACTOR BEFORE RoUGHING-I~ TO PROVIDE POVER 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 IH4 A~G EXCLUDING CONTROL ~IRING.
UNLESS OTHER~I$E NOTED, ALL CONDUCTORS SHALL BE COPPER ~ITH 'N' INSULATION FOR SIZE #10
AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE 'THV' INSULATION ALL CONDUCTORS #8 AND
LARGER SHALL BE STRANDED.
LA TEST DATE: IN PROCESS DESCRIPTION :
REVISION DATE:
12-20-02
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 OR
BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT
CIRCUIT INTERRUPTER.
t
35~ A
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BR. 4
qWIN
ENTRY
"11
II
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ElECIR~C~l Pl~N
1/4. . 1'-0.
~
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-' +--- -,
------;.:.: ,........., .} .. . . . . , , . . ... I n~
IJ~~0/)0JI V
1:......33...................~~....S......1 \S
4j- I....... >%~I ~
T 2~ ~ ~123~~~tz;J ~
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I ~:~~ ?--19 5& ~ q WALL
123- ^. ~&; 1 ;~~ 33 ~
~)i (612'/"0' . --fF-
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I ~ EQUAL EQUAL
Y ~~12 ~~ 12
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29
r
=e
DATE :
8/1111/97
SCALE :
AS NOTED
DRAWN BY :
[B~l.l. VANCE
AUTOCAD ~LE NAME
118.27
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIPllON :
El.ECTIFUCAl.
Pl.AN
~
J-bv
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40'-0"
SIMPSON
TRUSS JOINT UPLIFT CONN. FASTENERS"
TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRUSS BRG. CONNECTrONS ARE SIMPSON MET A20 OR EQUAL
FOR MASONRY: SIMPSON H10 FOR FRAME: 4 HUS26 FOR HUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY.
MASONRY MET A20 1 1500 14-10d X \V2'
TIMBER H10 1 SS0 16-80 X \V2'
HUNG HUS26 1 1286 20-10d X 3'
-
-I~
U\
\
..
'?"B'
12"4"
4'-0"
A6GE
B' -0' C~LA
USP
TRUSS JOINT UPL 1FT CONN. FASTENERS"
TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN.
NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HT A20-18 OR EQUAL
FOR MASONRY: USP HC10 FOR FRAME: 4 THD26 FOR HUNG TRUSSES
ON GIRDERS UNLESS OTHERWISE NOTED.
THESE TRUSS UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY.
MASONRY HT A20-18 1 1500 14-10d X JI/2'
TIMBER HCle? 1 SS0 18-10d X lV2'
HUNG T14D26 1 1520 18-16d X 3'/2'
Double connectors to be placed dlaeonalt~ to each other.
Do not drive nalls through the truss plate on the opposite sIde of the truss
whIch could force the plate off the truss.
... Mounted vertlca Il~
- -
0 0
\ \
-
T 'I--
u\ U\
-
----a"'l
A2
'~
;
<t ;
n
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B' -0" C~LA
-
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-:J -:J -:J
U W u
6"2" l' -411
14',6"
D~C?PW GAllf
ROOF PLAN
SCALE: 1 /4" = l' -0"
LA TEST DATE:
IN PROCESS
REVISION DATE :
DESCRIPTION :
12-20-02
~'<t
L[)
CJ~
c'~
QcJ
-
STRONGBACKS REQUIR
DUE TO DEFLECTION
DIFFERENTIAL
(SEE STRONGBACK LETTER
IN ENG, PACK)
~~
Noc
~
~
OO~
\J 1 ~
?
~'?
12
PL.UMr3 cur N
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1.1)01
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XI ~~
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STEPPES Q::r
lLlL
ADD/ L 2 1 / 4 II FOR
PLYWOOD ~ RIBBONS
(?;)
0 ~
0
@ ~ ~ ~ ~ ~
D . . . . .
[? (!f)1!t) (!f) \!V (!i)
~ ~ ~
~ !FJ
d @tl
ATTENTION! w w ~ 1lV ~
2) '\i:l ~ ~ ~ ~
.~. @
d
~ ~
g
@ I?
DON'T LIFT SINGLE TRUSSES ~
WITH SPANS LONGER THAN [!!]
30' BY mE PEAK
CONSULT HIB-91 "" @
CD
~ "" [!!] I!!l ""
30' Span ~~ g 8 d
~ [!!] @ ~
~ @'S ~ g I?
@5 ~ ~ @ @ @
~ ~ @ @, I?
~
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.
DATE :
05-115-02
SCALE :
AS NOTED
DRA'NN BY :
[8~1L.1L. V ANCIE
AUTOCAD FILE NAME
11827
ENGINEER OF RECORD :
DANSCO
ENGINEERING. P.A.
SHEET DESCRIP1l0N :
ROO!F !FRAMING
PIL.AN 'll A 'lP
5C
SAMUEL A. GREEN6ERG, F.E. ~424:;
o IRWIN J. 6ENSON, F.E. -4~'S8
M
TO TIE 6E5T Cf TIE OOlNEER'5 ~ AND 6ELIEF, 111E
5iro;11.lRAL FLAN5 AND 5ffCflCAT~ cc.t1Fl Y WI114 TIE
flORIDA f3/jILD~ COOE, OECT~ 16~ FOR ~~ HPJ.i 3 OECOO
Cil$T, ~ '6' WIND lCNE 12M EDIT100.
11415 D~ AND DE51GN 15 Y~iD FOR 12 MCN1l15 tffiR TIE
DAre 15 5k'J.fD AND 5EALED,
5/GS) AND SEALED FOR 1t€ orro;~ PCf(T~ Cf ml5
DRAUJ~ at y,
ROOF FRAMING NOTE5:
1. 5EE 5~EET 53.1 FOR 5~INGLE INFORMATION
AND IN5TALLATION IN5TRUCTION5
S TRue TURAL NOTES
S TRue TURAL NOTES
S TRue TURAL NOTES
S TRue TURAL NOTES
I. SPECIFICATIONS
3. DESIGN METHOD
I. I.
CONSTRUCTION:
I. I. I.
I. I. 2.
I. I. 3.
I. 1.4.
I. 1.5.
I. I. o.
I. 1.1.
3. I.
ACI 318-02 aJILDIN6 CODE REQUIREMENTS FOR STRUCTlJRAL CONCRETE
ACI 530/ASCE 5/TMS 402-<1<1 ! ACI 530, IIASCE O/TMS 002-<1<1
SPECIFICATIONS FOR MASONRY STRlX-TlJRES.
ASTM C210-<12, C410-<1I, AND C<10-<10 SPECIFICATIONS FOR MASONRY STRlX-TlJRES
NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYIN6 SUPPLEMENTS.
FLORIDA aJILDIN6 CODE (FBC.) , 2001 EDITION
"MANUAL OF STEEL CONSTRlX-TION, ALLO~BLE SffiESS DESI6N", BY THE AMERICAN
INSTITlJTE OF STEEL CONSTRUGTION, (AISC) <1TH EDITION.
3.2.
3.3.
"DESI6N SPECIFICATION FOR L16HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
TRUSS PLATE INSTITlJTE (TPI) 1<1'15 EDITION.
1.2, DESIGN:
1.2. I.
1.2.2.
1.2.3.
1.2.4.
I. 2.5.
1.2. o.
ACI 318-02 !3UILDIN6 CODE REQUIREMENTS FOR STRUCTlJRAL CONCRETE
ACI 530/ASCE 5/TMS 402-<1<1 ! ACI 530, IIASCE O/TMS 002-<1<1
SPECIFICATIONS FOR MASONRY STRUCTlJRES.
ASTM C210-<12, C410-<1I, AND C<10-<10 SPECIFICATIONS FOR MASONRY STRlXTlJRES
NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
ACCOMPANYIN6 SUPPLEMENTS.
PL YHOOD DESI6N SPECIFICATIONS (APA)
FLORIDA aJILDIN6 CODE (FBC), 2001 EDITION
3.4.
LOAD FACTOR DESIGN:
4.4.
3. I. I. THE LOAD FACTOR DESI6N METHOD ~S USED TO DESI6N .
CAST -IN-PLACE CONCRETE SLABS AND FOOTIN6S
SERVICE LOAD DESIGN:
3.2. I.
THE SERVICE LOAD DES/6N METHOD ~S USED TO DESI6N .
MASONRY ~LLS AND LINTELS
INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
STAIRS AND FLOOR FRAMIN6
ROOF FRAMIN6, SHEATHIN6 AND UPLIFT
LOAD COMBINATIONS FOR LFRD DESIGNS:
3.3. I.
3.3.2.
THE FOLLOWIN6 LOAD COMBINATIONS HERE DESI6NED FOR.
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + HL
TOTAL DL + HL
ALL ROOF AND FLOOR TRUSSES SHALL BE DESI6NED TO RESIST THE Y\IORST LOAD
COMBINATION RESULTIN6 IN THE MAXIMUM SffiESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, ruLL, AND AL TERNATIN6 SPAN LOADIN6 ARE TO BE CONSIDERED.
DESIGN ASSUMPTIONS :
3.4. I.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND ~LLS UNLESS
SHOWN OTHERHISE IN THE DESI6N PLANS.
4. MATERIALS
4.5.
1.3. SHOP DRAHINGS :
4. I. REINFORCING STEEL:
1.3. I.
1.3.2.
1.3.3.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS
DURIN6 THE PREPARATION OF SHOP DRA.0lIN6S HITHOUT WRITTEN APPROVAL FROM
THE EN61NEER OF RECORD.
ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD FRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
ALL ROOF AND FLOOR TRUSS SHOP DRAHIN6S ARE TO BE SI6NED AND SEALED BY A
FLA. RE6. PE. AND SHALL INGLUDE : DRA.0lIN6S AND CALCULATIONS, REACTIONS AND
BEARIN6 POINTS, BRAGIN6 REQUIREMENTS, AND CONNEGTIONS TO
SUPPORTIN6 TRIJSS MEMBERS.
2. DESIGN LOADS
2. I. DEAD LOADS:
2.2.
2.3.
>
:c
2.4.
..,.
lOt
D
='-'
l')
='-'
n
....
....
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='-'
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2.5.
Ul
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a
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z:
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2. I. I.
2. 1.2.
2. 1.3.
2. 1.4.
2. 1.5.
2. I. o.
2. 1.1.
2. 1.8.
2. I. <1.
2. 1.10.
UNIT WEI6HT OF SOIL, GOMPAGTED .
UNIT WEI6HT OF REINFORCED CONGRETE .
UNIT WEI6HT OF 8" C.M,U. BLOCK.
1ST FLOOR SUPERIMPOSED LOAD.
UNIT WEI6HT OF 2x4 PARTITION ~LLS .
UNIT WEI6HT OF 2xo BEARIN6 ~LLS :
BALCONIES! DECKS.
TILE ROOF
TOP CHORD .
BOTTOM CHORD .
SHIN6LE 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
1 PSF
10 PSF
15
LIVE LOADS :
2.2. I.
2.2.2.
2.2.3.
2.2.4.
2.2.5.
2.2. o.
2.2.1.
2.2.8.
2. 2. <1.
SIDE~LK AND DRIVE~Y LOAD.
6ARA6E LOADS.
CORRIDORS AND BATHROOMS .
PARTITIONED ROOMS.
BALCONY AND DECKS :
STAIRWAYS AND LANDIN6S .
ROOF.
FLOOR TRUSS
TOP CHORD MINIMUM.
ROOF TRIJSS
TOP CHORD MINIMUM.
200 PSF
50 PSF
80 PSF
40 PSF
40 PSF
40 PSF
20 PSF
40 PSF
20 PSF
RAILING LOADS:
2.3. I.
2.3.2.
2.3.3.
2.3.4.
ALL RAILlN6 AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIREGTION ON THE RAILlN6.
ALL RAILlN6 AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE 6UARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE 6UARDRAIL
6UARDRAIL SYSTEM SHALL BE DESI6NED TO HITHSTAND 2001b GONGENTRATED
HORIZONTAL LOAD APPLIED ON I SQ. 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.
SHALL BE APPLIED TO PRODUGE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
HIND LOADS:
2.4. I.
2.4.2.
HIND DESI6N TO BE CONDUCTED IN ACGORDANGE HITH SECT. 1000 OF THE
FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 6UST,
EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED aJILDIN6.
NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 15 PSF TILE
DEFLECTIONS :
2. o. I.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 11300 TIMES THE SPAN FOR LIVE LOADS
AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
4. I. I.
4. 1.2.
4. 1.3.
4. 1.4.
4. 1.5.
4. I. o.
4.1.1.
4. 1.8.
REINFORCIN6 STEEL SHALL BE ASTM AoI5-<14 6RADE 40, f'~ = 40 Ksl
LAP SPLICE SHALL BE AS FOLLOWS: 1;5 BAR 25", #4 BAR 20", lt3 BAR 15".
ALL DIMENSIONS PERTAININ6 TO THE LOCATION OF REINFORCIN6 ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOy..jN TO THE
FACE OF THE CONGRETE.
REINFORCIN6 DETAIL DIMENSIONS ARE OUT TO OJT OF BARS.
REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REOUIRED
YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF
RECORD.
DESI6N COVER REQUIREMENTS.
C-I-P CONGRETE FORMED A6AINST EARTH.
C-I-P CONGRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED.
GROUT FILLED MASONRY.
PRE SffiESSED CONGRETE LINTELS (ADD. REBAR IN) :
PRE CAST 6ROUT FILLED LINTELS (ADD. REBAR IN) :
WELDED HIRE FABRIC (HHF). ASTM AI85-<10a.
3"
2"
I 1/2"
3/4"
I 1/2"
I 1/2"
CONCRETE:
DETAIL REINFORCEMENT IN AGG.oRDANGE HITH AGI 315-LATEST EDITION.
4.2. I.
4.2.2.
4.2.3.
4.2.4.
4.2.5.
4.2. o.
4.2.1.
CONGRETE TYPE
MODULES OF
MIN. 28 DAY ELASTICITY
DESI6N (f'c) DESI6N (E)
4.6.
C+P CONGRETE (NORMAL WEI6HT)
2,500 Psi
2,850 KsI
C-I-P 6ROJT
2,850 KsI
3,122 KsI
2,500 Psi
PRE CAST CONGRETE LINTELS
PRE STRESSED CONCRETE LINTELS
3,000 PsI
5,000 Psi
4,030 KsI
CONGRETE SHALL CONSIST OF I" MAXIMUM A66RE6ATE CONGRETE MIX HITH SLUMP
BETWEEN 0' AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.1.
6ROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM A66RE6ATE) CONGRETE MIX
HITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLAGEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
CONSTRUCTION JOINTS HILL BE PERMITTED
METHOD OF CONCRETE FORMIN6, PLACEMENT AND CURIN6 SHALL BE CONDUGTED IN
AGCORDANCE WITH THE SPEGIFICATIONS AS STATED.
EARTH SUPPORTED SLABS (EXCLUDIN6 EXTERIOR ~LKHAYS ! DRIVE~YS) .
3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 0.0 x 0.0 W 1.4 x 1.4 HHF @
MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. HHF @ CONTRAGTORS DISCRETION.
CONGRETE PLAGEMENT PRAGTICES ?HALL BE IN ACGORDANGE WALL
AGI- MGP 1'1<1<1 STANDARDS.
CONCRETE MASONRY :
4.3. I.
4.3.2.
4.3.3.
4.3.4.
4.3.5.
4.3. o.
4.3.1.
FILLED CELLS W (I) 1;5 BAR SHALL BE LOCATED @ 8'-0" O,C. MAX, @ BOTH SIDES
OF OPENIN6S 0'-0" HIDE OR MORE, @ THE HI6H SIDE OF ALL MASONRY ~LL
STEPS, ! @ ALL CHAN6ES IN DIRECTION OF THE MASONRY ~LLS.
LOAD BEARIN6 CONCRETE MASONRY BLOCK SHALL BE ASTM C<10-<10, TYPE II
NON-MOISTlJRE CONTROLLED.
ALL CELLS ~ CAVITIES BELOH 6RADE HILL BE FILLED HI CONCRETE IN ALL
STEM ~LLS.
THE A66RE6ATE SffiEN6TH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
MINIMUM.
METHOD OF CONCRETE MASONRY PLAGEMENT AND CONSTRUCTION SHALL BE
CONDUGTED IN AGGORDANCE HITH THE SPECIFICATIONS AS STATED.
MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
LINTELS SUPPLIED BY APPROVED MANUFACTlJRER.
I) FECP/CAST-GRETE CORPORATION
2) POWER CONGRETE
3) ALLIED PRECAST
4) LOTT
5) MARION MASONRY
0) WIEK~
S TRUC TURAL LUMBER :
4.8.
SOIL:
4.4.1.1.
INTERIOR LOAD BEARIN6 HALLS S.P.F., fb = 015 PSI, E = 1200 KsI
ALL EXTERIOR FRAMIN6 S.P.F., fb = 015 PSI, E = 1200 KSI
4.4. 1.2. ALL FRAME ~LLS TO BE CONSTRlX-TED USIN6 S.P.F. ,
STlJD QUALITY OR BETTER
4.8. I.
4.8.2.
MINIMUM SOIL BEARINe PRESSURE CAPACITY OF 2000 PSF.
ALL SOIL IS TO BE CLEAN! POISONED FOR TERMITES PER FBC 2001 SEGTIONS
104.2.0, 104.2.1, 1403.1.0, 1503.4.4, 1810, 1<110.1.5, 2303.1.4, ! 2304.
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE AP A RATED SHEA THI N6 EXP I UN.O.
4.4.3. ALL PLYY\IOOD IJSED FOR INTERIOR APPLICATIONS SlXH AS SUB FLOORIN6 AND
SHEAR HALLS SHALL BE APA RATED SHEATHIN6 EXP I U.N.o.
4. 4. 4. IF OSB BOARD IS TO BE USED IN PLAGE OF PL YHOOD is TO HAVE SIMILAR OR
eREATER SEGTION PROPERTIES.
4.4. 5. ONLY STRUGTlJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. Y\IOOD IN
CONTAGT HITH CONGRETE IS TO RECEIVE A STANDARD cSRADE PRESSURE TREATIN6.
4.4. o. WHEN PRE EN61NEERED TRIJSSES ARE CALLED FOR ON THE PLANS THE
MANUFAGTlJRER IS TO SUBMIT SHOP DRA.0lIN6S TO THE EN61NEER OF REGORD.
4.4.1. DESI6N, FABRICATE AND ERECT HOOD TRUSSES IN ACGORDANCE HITH THE "DESI6N
SPECIFICATION FOR L16HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
ANSIITPI H<1<15, HIB-<11 AND QST-88.
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIREGT CONTAGT WITH CONGRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARIN6 LOGATIONS WITHOUT HOODEN TOP PLATES.
4. 4. <1. ALL EXTERIOR FRAME ~LLS SHALL HAVE 1/8" ST1JC.GO FINISH PER ASTM C. <120.
APPL Y 3 LAYERS HI THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
EACH, AND 3RD LAYER 1/8" THICK.
o Soil ChemIcal Barrier Method
o Other treatment - Must speclf~ proposed method ond svbmlt documentation, Nhlch
substantiates the proposed method, Is an approved termite protection s~stem or method.
IF CHEMICAL SOIL TERMITE TREATMENT IS USED
I.
FBC 104.2.0 - "A permanent sign Nhlch identifies the termite treatment prOvIder
and need for re-Inspectlon ond treatment contract reneNal shall be provIded.
11Ie sIgn shall be posted near the Noter heater or electric panel"
FBC 1503.4.4 - Condensate ond roof dONnspouts shall discharge at least
1'-0" oNa~ from the buildIng sIde Nalls.
FBC 1503.4.4 - Irrlgatlon/sprlnkler systems Including all risers and
spra'j heads shall not be Installed Nlthln 1'-0" of the building sIde Noll.
FBC 1403.1.0 - To provide for Inspec.tlon for termite Infestation, betNeen
Noll coverIng ond trnal earth grade shall not be less than 0 inc.hes.
Exception: Paint or decorative cementltlous finish less than 5/8"
thick adhered dlrectl~ to the foundatIon Nail.
FBC 1810.1.1 - Inltlal treatment shall be done after all excavation
and backfill Is complete.
FBC 1810./.2 - Soil disturbed after the In Itra I treatment shall be retreated
Including spaces boxp-d or formed.
FBC 1810.1.3 - Boxed areas In conc.rete floors for subsequent Installation of traps,
etc., shall be made Nith permanent metal or plastiC forms. Permanent forms must be
of a size and depth that NIII eliminate the disturbance of soil after the Initial treatment.
FBC 1810.1.4 - Minimum 0 mil vapor retarder must be Installed to protect against
rainfall dilutIon. If rainfall occurs before vapor retarder placement,
retreatment 15 requIred.
FBC 18/0.1.5 - Conc.rete overpour and mortar along the foundatIon perimeter
must be removed before exterior soli treatment.
2.
3.
4.
5.
o.
1.
FASTENERS AND TIE DOHNS :
8.
4. 5. I.
FASTENERS AND TIE DOWNS SHALL CONSiST OF BUT ARE NOT LIMITED TO .
<1.
SHAPES, AN6LES, CHANNELS . ASTM A30-30M '14 Fy = 30 Ksl
ROUND METAL PIPE . ASTM A53-<14, 6RADE B Fy = 35 Ksl
SQUARE METAL TlJBIN6 : ASTM A500-<14, 6RADE B F~ = 4bKsI
HI6H STREN6TH BOLTS. ASTM A325-<14
MAGHINE BOLTS. 6ALVANIZED ASTM A307-'14
10. FBC 1810.1.0 - Soil treatment must be applied under all exterior conc.rete
or grade Nithln 1'-0" of the structure sldeNalls.
II. FBC 1810.1.0 - An exterior vertical c.hemlcal barrIer must be Installed after
construction is complete, Including landscaping and Irrigation. An'j soil disturbed
after the vertical barrier is applied, sholl be retreated,
12. FBC 1810.1.1 - All buildings are required to have pre-construction treatment.
13. FBC 1810.1.1 - A certifIcate of compliance mvst be Issued to the building department
I::>\.j a licensed pest control compan~ before a certlflcote of oc.cupanc~ Hili be ISS\Jed.
The certifIcate of compliance shall state. "11Ie building has receIved a complete
treatment for the prevention of subterroneon termites. 11Ie treatment IS In
accordance Nlth the rules and laNS of the Florida Department of Agriculture
and Consumer Services".
14. FBC 2303.1.3 - After all Nork Is completed, loose Nood and fill must be removed
from beloN and Hithln 1'-0" of the building. 11IIs Includes all grade stakes,
tub trop boxes, forms, shorIng or other cellulose contaInIng material.
15. FBC 2303.1.4 - No Nood, vegetation, stumps, cardboard, trash, etc.,
shall be burled Nlthln 15'-0" of an~ building or proposed building.
4.5.2.
SHEET METAL AGCESSORIES SHALL CONFORM TO , F1.j = 33KsIHITH 6<10
6ALVANIZED COATIN6 IN ACGORDANGE HITH ASTM A525-81.
4.5.3.
NAILS SHALL CONSIST OF . COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS. 8d = 0.113", 10d = 0.128", 12d = 0.128", lod = 0.135".
ALL FASTENERS AND TIE DOWNS EMBEDDED IN GONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI-c.ORROSIVE COATIN6 BY MANUf'ACTlJRER
PRIOR TO INSTALLATION.
ALL FASTENERS AND TIE DOy..jNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.4.
4.5.5.
4.5. o.
ALL FASTENER TIE DOWNS, BEAM HAN6ERS, JOIST HAN6ERS, AND FLOOR TRUSS
STRAPPIN6 ARE TO BE INSTALLED IN ACGORDANGE HITH THE PLANS AND
SPECIFICATIONS.
4.5.1.
GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONGRETE, SPAGIN6 AND ALI6NMENT ARE TO BE IN AGGORDANCE
WITH THE DESI6N PLANS, UN.o. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
CONGRETE EMBEDDED TIE DOWNS USED FOR TRIJSS AND ~LL UPLIFT ARE TO BE
PLACED AROJND EMBEDDED REINFORCIN6 PRIOR TO PLAGIN6 &ROUT.
SOIL IS TO BE COMPAGTED TO <15% MODIFIED PROGTOR AS DEFINED BY
ASTM D 1551-'11
4.8.3.
4.5.8.
MICRO-LAM LUMBER:
4. o. I.
MICRO-LAM SffiESS 6RADES SHALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES.
E = 2,000,000 PSI
Fb = 2,'150 PSI
Ft = 1,850 PSI
Fc = 500 PSI (PERPENDICULAR)
Fc = 2,100 (PARALLEL)
Fv = 285 PSI
A5 OF DECEMBER 315T, 2e;e:>3, C~ROMATeD COPPER ARSENATE (CCA-C)
WILL NO LONGER BE FRODUCED FOR RE51DENTIAL OR GENERAL
CONSUMER USE. 5EVERAL NEW PRE5SURE TREATED l1X:)OD ALTERNATIVES
~AVE BEEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW PRE5SURE
TREATED l1X:)OD5 U5E C~EMICAL5 T~AT ARE CORR051VE TO 5TEEL. IT 15
T~E CONTRACTOR'5 RE5PONSI61LITY TO VERIFY T~E TYPE OF l1X:)OD
TREATMENT AND TO 5ELECT AFPROPRIATE CONNECTOR5 T~AT RE515T
CORR0510N. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE
~OT-DIPPED GALvANIZED OR STAINLES5 5TEEL FA5TENERS. DOT SODIUM
BORATE (SBX) DOE5 NOT.
ATTENTION: C~EMICAL C~ANGE6 IN FRE66URE TREATED WOOD6
STEEL:
4.1. I.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENGED, QUALIFIED
STEEL EREG TOR.
FABRICATE AND EREGT ALL STRlX-TlJRAL STEEL IN AGCORDANGE HITH A.15.C.
"SPEGIFIGATION FOR THE DESI6N, FABRICATION, AND EREGTION OF STRUCTlJRAL
STEEL FOR aJILDIN6S".
STRlJCTlJRAL STEEL. ASTM A30-30M <14.
STEEL T1JBIN6. ASTM A500-<14, GRADE B.
WELDED CONNEGTIONS. ElOXX ELEGTRODES, MINIMUM SIZE FILLET HELDS 3/10", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
WHERE STEEL BEAMS ARE GONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EAGH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLAN6E
THICKNESS, LOCATED AT THE CENTER LINE OF THE TlJBE COLUMN.
THE STEEL FRAME IS "NON-SELF SUPPORTIN6". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED CONNECTIONS OR
ELEMENTS ARE IN PLAGE.
4.1.2.
4.1.3.
4.1.4.
4.1.5.
4.1. o.
4.1.1.
SAMUEL A. GREENBERG, FE. 134245
o T~UY ~. ~UYNH FE. 'Ge>122
o IRWIN J. BENSON, FE. -4~158
DALI ABBA5 ~AKIM, FE. 4ISb18b
TO THE eeeT a: THE ~INEER'e KNo.L.lEDGE AND eELlEF, THE
eTRJeTURAL. FL..ANe AND eF1:CIFICATI~e CGt1F1.. Y WIn-4 THE
FLORIDA elIlLDING CODE, ~CTI~ 16'* FOR 12" MF1-I 3 ~ca-ID
GOeT, ~ 'eo WIND zoos (2001 EDITICW.
THle DRAWING AND DEelGN Ie vALID FOR 12 ~THe AFTl:R THE
DATE IT Ie elGNED AND ~ALED.
elUNED AND eeALED FOR THE eTRJeTU~ FORTra-l a= THle
DAAJ,JING a-lL Y.
ill REVISED 08-15-03
& CREATED 01-02-02
D E DAN5CO
ENGINEERING, P A
PD. 150>< ~ - APOLLO eeAQ.I - PLOfItIDA · "'12
~ · (815) .. IJI66 PA>< · (eIJ) .. 16M
... ~..__ 1'(\ T11ESE DRA'MNGS AND DESIGNS ARE T11E JOINT PROPERfY OF DANSCO ENGINEERING, P,A. AND T11E
&IiiiiiI' '"ftiiII'., ~CUENT ON 1111S PROJECT. ANY REPROOUC1l0N OR UNAU1110RlZED USE IS PROHIBITED. - 2003
3
120
SEC.
MPH
GUST
LENNAR ~6
TAMl-A DM6IGlN
B.V.
N:/BLOCKS/STD 2001
6TfiWCTURAL NOTE6 6I-tEET
DE JOB NO. PM - 5021 eNJ
S TRUe TURAL NOTES
COHPONENT ~ CLADDING DESIGN PRESSURE
(120 MPH, 3 SEC. euST, 2.11I2 TO 0.'1/12 PITCH, EXPOSURE B, IMPORTANCE FACTOR=I)
(PSF)
GLASS BLOCK INSTALLAllON PERFORMED IN ACCORDANCE 'vVlTH FBC
A) COVER SILL AREA 'vVlTH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILl.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILl.
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT 'vVlDTH OF 3/8N PLUS OR MINUS
1/8N. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE NSN OR NN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSIllON. (PLACE
A RUBBER CRUTCH llP ON END OF TROWEL TO TAP BLOCK INTO POSIllON.) DO NOT
REALIGN, TAP, OR OTHER'vVlSE MOVE BLOCK AFTER INIllAL 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 NSQUEEZEDN OUT.
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS 'vVlTHIN PANELS. (THE SAME SPACING
SHALL APPLY TO PANEL ANCHORS ~EN 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 ~ENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS 'vVlTH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
* PRESS PANEL REINFORCING INTO PLACE.
* COVER PANEL REINFORCING 'vVlTH UPPER HALF OF MORTAR BED AND TROWEL
SMOOTH. DO NO FURROW.
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT 'vVlDTH.
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH ~ILE MORTAR IS SllLL PLASllC AND BEFORE FINAL SET. AT THIS
llME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE 'vVlDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND 'vVlPE DRY.
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS 'vVlTH MORTAR.)
I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING llGHTL Y BETVv'EEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCllON. LEAVE SPACE FOR SEALING.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE 'vVlTH THE
MANUFACTURER'S APPLlCAllON MANUAL AND INSTRUCllONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
FOR 'vVlND SPEEDS UP TO 110 MPH*. PER PITTSBURG CORNING RECOMMENDAllONS FOR
INSTALLAllON OF GLASS BLOCK.
2405.2 Hozor'dovs Lo"atlons
2405.2.1 Tne folloNlng shall be conslder'ed specific hazar'dovs lo"atlons for' the pVr'pose
of glazing:
NOTES, I FOR EFFECTIVE AREAS OR HJND SPEEDS BETHEEN ll-JOSE GiveN ABOve, THE
LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED HITH
THE LOHER EFFECTIVE AREA.
2 TABLE VALUES SHALL BE ADJJSTED FOR HEIGHT AND EXPOSURE BY
MULTIPLYING BY ADJJSTMENT COEFFICIENTS IN TABLE 1000.2D OF THE FLORIDA
BVILDING CODE 2001.
3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOHARD AND AHAY FROM
THE BVILDING SURFACES.
'" rEXPANSION STRIP
20 QQ. PANEL ~./
ANCHOR /. _.._
~E~F~~~~~ -114' EXPANSION
(EVERY OTHER BOL T (2 PER
./ CCU.~SE) ~ ~ ~::::ICN STRIP
/'" ~ ..' ....?]\\\\ ~SEALANT
";;\\\\\\\\\\\\ ~ [!;;;~~~\\\\\ \\i;;~;~!\( Y'
./ .\}!% m\\\\\\\\\\ \\\\\?"., t~tIrPLICE
/' ~mm ;H@V . 'oJ / REINFORCING
/ ::::l:::::::: Y" 6' MIN. PANEL
mmlHll:: :.' LAP SPLICE
V -SEALANT NOTE.
SEE GLASS BLOCK
INST ALLA lION NOTES.
GLASS BLOCK DETAIL
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBC 2405.2.1)
TRIBUTARY AREA ROOF HALL
(FT2 )
(OCpl = +1- 18) (OCpl = +/- 18)
10 14.'1 -50.1 25.'1 -34.1
20 13.6 -45.4 24.1 -32.4
50 11.'1 -3'1.3 23.2 -2'1.3
100 105 -34.1 22.0 -20.'1
125 105 -34.1 21.1 -26.2
2405.1 General. lndlvldval glazed or'eas inclvdlng glass mirr'or's In hazar'dovs lo"atlons
sv"h as those Indicated in 2405.2 shall pass the test r'eqvlr'ements of CPSC lo-GFR,
Par't 1201 Or' by compor'atlve test sholl be pr'oven to pr'odvce Or' least eqvlvalent perfor'man"es.
Exceptrons:
I. Polished Nlr'e glass installed in fire door'S, flr'e NlndoNs and vleN panels in fir'e r'esistant
Halls and hazar'dovs lo"atlons In 2405.2.1(3) and 2405.2.1(4) shall compl~ Nlth ANSI Zcr7.I.
2. Appr'oved plastic materlols vsed os glozing in hozar'dovs lo"otlons sholl compl~ Nith ANSI Zcr7.I.
* (110mph FASTEST 'vVlND= 130MPH. 3 SEC. GUST. FBC TABLE 1606.1.6.1)
I.
Glazing in sNlnging door'S and fixed and sliding panels of sliding
(patio) door' assemblies.
2.
Glazinq in doors and Nalls of enclosvr'es for' hot tvb5, Nhir'lpools,
savna5"'; steam rooms, bathtvbs, shoNer's qnd oth~r' sv"h fo"Tlities
Nher'e svch qlazinq Is located 30 inches ('114 mm) or less,
meosvred hO'rlzonrall~, fr'om 0 stondlng Or' Nalking sVr'fa"e Nithin
the en"losvr'e and Nher'e the bottom edqe of the exposed glazing Is
less than 00 inches (1524 mm), meosvr'ea vertl"all~, above svch
standing Or' Nalklng svrfa"e.
PRECAST LINTEL
SAFE GRAVITY LOAD TABLE
ROOF DIAPHRAGM NAILING SCHEDULE
LENGTH
SAFE LOAD - POUNDS PER LINEAR FOOT
UNFILLED FILLED
~
+ +
+
+ +
+
+ +
+
RIDGE UNE ,
+ + + + + + + + + = .' + + + + + + + + + + + + + + +
+ + + + + + + + 0 + + + + + + + + + + + + + + + +
+ + + + + + + + +.1 + + + + + + + + + + + + + + +
+ + + + + + + + ~+ + + + + + + + + + + + + + + +
, +
~~ 6';00. (1i1') ,; -0:
/ :+:/ :+:" + +
+ + + +
+ + + + + +
+ + + +++
, + + + + +
++++~+ ++= ++++++~+++++++
+++++ ++ cr +++++++ +++++ +
+++++ +++<.0 +:t+++++ +++++++
.J,. + + + ,+ + '-+ + + + + + .J,. +
, "--RIDGE UNE
120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "8N 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 @ 4N O.C. .131~X2 1/2" LONG GUNNAIL @ 4" O.C.
.120~X3" LONG GUNNAIL @ 4" O.C. EDGES & S" O.C. INTERMEDIATE
.113~X2 LON"G GUNNAIL @ 3" O.C~ .120~X3" LONG GUNNAIL @ 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) & 8" O.C. INTERMEDIATE
.099~X2 1/4" LONG GUNNAIL @ 3" O.C.
EDGES & 6" O.C. INTERMEDIATE
,I
3.
Glazing In an Indlvldval fixed Or' oper'able panel adlacent to 0 door'
Nhue the neor'est vedlcol edge Is Nlthln a 24-lncn (010 mm)
r'odlvs of the door' In 0 closed position and Nhose bottom edge Is
less thon 00 Inches (1524 mm) above the floor' Or' Nolklng svrra"e.
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 STlRESSED
15'-4" (184N) PRE STlRESSED
17'-4" (206") PRE STlRESSED
19'-4" (232") PRE STlRESSED
21'-4" (252") PRE STlRESSED
22'-ON (264") PRE STRESSED
24' -0" (288") PRE STlRESSED
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.
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
/6'-0" /
/ /
Exception:
I. Glazlnq In Nalls pupendlcvlar' to the plane of the door in a closed pOSition in Gr'ovp R3
Or' NitFiln dNe/llng vnits in Gr'ovp R2 shall be subJed to 2405.2.1(4).
4 Glazlnq in an Individual fixed Or' ojSer'able panel, other' than those
. 10"atlO'ns desalbed In items 2 anCl 3 obove, that meets all of the
folloNlng conditions:
4.1 Exposea ar'ef of an indlvldval pane gr'eater' than '1 sq. ft.
(0.84.m )
4.2 Bottom edge less than 18 inches (451 mm) obove the floor.
4.3 Top edge gr'eatu than 30 inches ('114 mm) above the floor'.
4.4 One Or' more Nalklng sVr'foces Nlthln 30 inches ('114 mm)
hOr'lzontalllj of the plane of the glazing.
+
+ +
+
::J + +
CD +
<3 + +
+
+ +
+
+ +
5. All glozing In railings r'egar'dless of ar'eo Or' height above 0 Nolking
svrfaces Inclvdlng str'vdvr'ol balvster' ponels and oon str'vctvr'al In-
fills pone is.
~
~
D
o. Glazing in Nalls and fences enclosing indoor and ovtdoor' sNimmlng pools and
spas Nher'e the bottom exposed edge of the glOZing IS: (I) less than 00 In"hes
(1525 mm) above the Nalklng svrfa"e on the pool side of the glazing, and (2)
the glazing Is Nlthln 60 Inches (1525 mm) hOr'IlOntall~ of the Nater"s edge of 0
sNimmrng pool Or' spa. Tn!s shall appl~ to Single glazing and all panes In
mvltlple glazing.
~ SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATlONS.
~ 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 TIlE LINTEL.
NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATI1ING SPECIFlCA1l0NS AND WIND SPEED.
2) END JOINTS OF TI1E ROOF SHEATI1ING SHALL
BE STAGGERED AND OCCUR O'v1:R FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEA ll-HNG IS F ASIDlED DIRECll Y TO SOUTHERN YELLOW PINE OR DOUGLAS
FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST
CONTACT DANSCO ENGINEERING. P.A. FOR ALTERNATE FOR NAIUNG PATIERN.
:.>
:c
~
g] SAMUEL A. GREENBERG, P.E. #34245
D T~UY ~. ~UYN~, P.E. '*60122
D IRWIN J. BENSON, P.E. -49l58
D All ABBAS ~AKIM, P.E. ~6l8b
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TO TI-fE 6E5T OF Tl-IE ENGINEER'5 KNOJ.!.EDGE AND BELIEF, TI-IE
5TRUCTURAL FLAN5 AND 5FECIFICATION5 COMFL Y LUITl-I TI-IE
FLORIDA eulLDINa CODE, OECTION 16>e>6> FOR 12'" MF~ .3 OECOND
GU5T, EXF06URE '6' LUIND ZONE (2001 EDITION).
Tl-II5 DRAWINa AND DE51GN 15 vALID FOR 12 MONTI-IO A.FTER TI-IE
DATE IT 15 51GNED AND OEALED.
51GNED AND 5EALED FOR TI-IE 5TRUCTURAL FORTION OF T~15
DRAWINa ONLy,
g'~
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D AN5CO
ENGINEERING, FA.
P.o. 60X ~ - APOL.L.O ee~ - FLORIDA - 33&12
~ - (&13) 64& 0166 FAX - (&13) 64& ca6ca&
e6 Aal"" fC\ THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND THE
....., -- ~ WENT ON THIS PRO,I:CT. ANY REPRODUCnON OR UNAUTHORIZED USE IS PROHIBITED. - 2003
DE
"
& CREATED 01-02-02
IT is TI1E CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRA'MNGS BEFORE CONSTRUCTION
BEGINS. DANSCO ENGINEERING P.A. is RESPONSiBLE FOR TI1E STRUCTURAL INTEGRITY OF TI1IS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDI1l0NS, OTI1ER DESIGN PROFESSIONALS'
SHOP DRA'MNGS, CONTRACTORS' BUILDING METI10DS, AND TI1ESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO TI1E ATIEN1l0N OF DANSCO ENGINEERING P.A. PRIOR TO
THE COMMENCEMENT OF CONSTRUC1l0N.
120 MPH
3 SEC. GUST
rnJ;l~ SCALE NOTED
~V DATE tn/02
~:"f 0 2 2005 5TRLlCTURAL NOTE5 4 T ABLE5
~
LENNAR ~OMEe
NOTE:
TAMPA Dlvl&ION
DRAu.N B.V.
N:/BLOCKSjSTD 2001
\..
DE JOB NO. PM - 5021
eN2
~
PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
12
INSULATION\ TYP.) I VARIES
BAFFLES \
1/2" HIGH ~
STRENGTH ~'-;'
CD GYP.
BOARD OR 1)( )\ )( )( )( )( 1t::,i:1":J NAILING SCHEDULE ON SHT. SN2
5/8" WALL 1/ )( )( )( ')( )u ') l\~ _ ELEV. VARIES
g~~~RLl~~CREWS:~ / ; , ~~ALUMINUM DRIP EDGE
@ 7" O.C. CEILING I); 1/"........\
& 8" O.C. WALLS l:::~"", '--ALUMINUM FASCIA
R30 MIN. BATT OR (/ E 1\ . "'-2x4 SUB FASCIA
BLOWN INSULATION I- I. 2" U.N.O. ~ 2" ALUMINUM VENTILATED SOFFIT
1x2 P.T. HORIZONTAL NAILER E ~:
STD. 90' HOOK t:: 8"x8"X16" KNOCK-OUT BLOCK
(SEE DETAIL) W/ 1 #5 CONT. FILLED
E SOLID W/GROUT
l=
I-
HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
SCHED.) W/ METAL PL. UNDER EA. TRUSS
rOOF COVERING
7/16" O.S.B. MIN. SEE ROOF
R4.2 MIN. l=
INSULATION l:::
ON EXL BLOCK WALLS l=
~E
1 x2 PT WD FURRING ~ E
@ 24" O.C. I-
/~
1 /2" GYPSUM~ ~
WALLBOARD U.N.O. t=
v" C.M.U. TYPICAL
VTYPE "s" MORTAR
~
! ~ ARCHITECTURAL
V FINISH
f--
I- ~i=
_ l= 1 1\.6= '--
~
~cSS
#~
1 x4 P. T. BASE NAILE
(1) #5 VERT. IN FILL CELLS
l= 1\-9 ;=-(SEE FOUNDA T10N PLAN FOR LOCA T10NS)
E /'
l=
V 4"x4" INSPECTION PORT AT
E EACH FILLED CELL TYPICAL
f--
3 1/4" BASEBOARD A
6x6 W1.4xW1.4 WWF;\ ~ STD. 90' HOOK
OR FIBERMESH "I / (SEE DETAIL)
CONCRETE SLAB WITH BROOM _~ l:::~ I v ~ MIN 2500 PSI
FINISH SEE STRUCTURAL NOTES \ ~ /.. ~, CONC. SLAB
.l'~I~~ ~ ~
.. "ex:
. ' A)/~~ ~~
/c> ,r t ~Y/(~ ~z
~ ~V?''' ~
r/ ,\,,"../ V ~
3 ///
(2) #~ REBAR CONT. MIN. CLR. J CLEAN POISONED AND COMPo
ON 3 CHAIRS TYP. l' 4" " SOIL. (COMPACTED TO 95% MODIFIED
U.N.O. - PROCTOR ASTM 01557)
:Z
5E
::.. . ~ .-
~,~."
. r
/0.Y)~0
6 MIL VAPOR/~-;:
BARRIER / //
o
~
I :Z
5E
o
N .
......... to
~
I")
t-lUD COMPLIANT TYPICAL WALL SECTION
A ,
51 J
I
NOT TO 5CALE'
NOTE:
SEE SECTION C/S1
FOR ADDIllONAL INFORMATION
-r!r-
IZ
(1) ROW 2x BLOCKING @ MID HGT. FOR
WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 8'-6".
SIMPSON SP1 CONNECTOR
~
x:
::)
r;/2"~X8" ANCHOR BOLT @ 24" O.C.
SPACE ANCHOR BOLTS 6" MAX. W/ 2"\1lx3/16" PLATE WASHER (TYP.)"
FROM END OF 2" x PLA TE ~
b1 / 6X6 W1.4XW1.4 WWF
~j OR FIBERMESH
I'ot I,
t/v~~",.,.~:-"..~L,~~~J3IG~~--b ~
/ '''.~~~. A /~ /"y/,," .
" ~ <<<<<~K<~ ~"y ~OTE:
(2) #5 CONT. . /):;:;/~>>/ ij~ / HILT! 1/2"0 KW1K BOLT II
W/ 6" EMBEDMENT MAY BE
R" 1'_4" 8" USED IN LIEU OF ANCHOR
BOLTS.
I
~
f--.- ~,~ 7~A.~A~'~
. I> .,i. .~. . C
A A c. I> >V>>/>>/~
'. . ' ,,', " ~~~~
A ~ A r /0//0//0//
l:'>:::, V,>>'<>>/>>/>>/>> y~.~~v""~",,,,
/ y/ /,>j>:V~0<<<0:V/:V> /
~ ELEV. VARIES
/1'::J ~1" x 2" FURRING
LJ '- '\ ~ 1" x 6" ROUGH SAWN CEDAR
'" 2x4 SPRUCE SUB FASCIA
~2" U.N.O. ~12" ALUMINUM
VENT1LA TED SOFFIT
AL TERNATE FASCfA
SCALE: 3/4'=1'-0'
~~c,.
~ ~
~<:5> ~
~'Vc,..
~
-<<S ~ j' ~~
y~
CONTINUOUS TO FOOTER BELOW
S@" HOOK DETAIL
Ul KO. BLOCK
LOAD BEARING OR-
EXTERIOR WALL
- r---
~.
1/2"~ ANCHOR BOLTS
@ 24" O.C. W/ NUT & WASHER
'"
'"
(I) SIMPSON SPI TYP. ~ .
~'l
I II II II II
I II II II II
L_________JI \.=: JL JL JL
1- - - -11---- - - 'T1--------- -=--=--=--=--'11 -=--=--=--=- - -=--=--=--=-Ir=--=--=--=---=--=--=--=-~-=--=--=-.; 1...--- FIRST BLOCK TO BE
II III1 II II II II SET IN MORTAR
II II II II
I II II II II II
p: = = = = :::!..L_-_-_-_--,r= =: ~~-------I-r--==--=--=--=-~L--=--=--=--=-""l-r_-=--:::...-::...-=-~-L..-=--=--=--=-..,-r-=--=--=--=:..--1 --=--=--=--
I II II II II
: :: :: :: =~ I:: '-3/8" MORTAR BETWEEN
I II II 11:::::-- SLAB & BLOCK
F = = =- = ':::;I~-_-_-...=l.k ~ :=i'r-:....-::....----...1-L-=--=--=--=--,-r-=--=--=--=--:L'--=--=--=--=-...,--r--=--=--=- _L_-_-_-_-.,- _-='-='
II II II~ I
I II II II II II
I II II II I II
I II II II I II ELEV 0'-0"
. I F: ~i.,.-_--------lI_-----..JL ,,"..JL . $- ,
~ELEV. -0'-5 1/4'~:::~:L~-~-~-~-I: _----J[---------J[' W. "J' :A~' 4. A.F.F. C?
." (" 4' ,/'A' ~ . :z:
A.F.F. = 0:::: A".. A ".<1 ~;" " " A .A. <I,,", ELEV. -0'-4 1 /4" A'L 5
CXJ~~ 4 A .q ~ 0
............f- :z: 2"x6" RIPPED TO ACTUAL 4 1/4" WIDE ".' .. " '., A.F.F. l.L.
1'0 gs 0 "AOR 2"x4" WlTH 3/4" FURRING d <I' A., ..
~ :::2: --:> . .... ~ . I I". A .<1 . .
/I/A'''' '..~GARAGEDEPTHA..~'."A .,t"A ~.>".
v ARI ES A" A, ~~" '4 I .
4 4' q. a
8"x8"x16" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
1x4 P.T. BASE NAILE
- ~ ~ ~~
/ ~ ...-- (1) #5 VERT. IN FILL CELLS
3 4" BASEBOARD f= w --- (SEE FDN. PLAN FOR LOCATION)
MIN. 2500 PSI ____ . 0
CONC. SLAB: \\ ~_:;;< ~ 0: ...______4"x4" INSPECTION PORT AT
6X6 W1.4XW1.4 WWF l' ~ (j) ----- EACH FILLED CELL TYPICAL
.OR FIBERMESH ~ ~.~ ~ HEADER BLOCK U.N.O.
v _ - ~l ~~
~ ~t= ~ 4' ~.- \ . . ' . lo; / ~ ~
2' "/~~~~" y)V;: ~ ~RA9~ / ~ b ~ ~
~ ~~} T V<<y<</~~<<~ "1
6 MIL VAPOR BARRIER ~t/ !.~ . ! ~~~~> ~ ~
CLEAN POISONED AND COMP..J~.' ,~"., ~,.. .." ~~,><<'><<\~ ~
SOIL. (95% MODIFIED PROCTOR . "J~. ~.. ',' ~~~ b::
PER ASTM D1557) /T.," ." /, /, / /,
/ 3 MIN. CLR. ""--STD. 90' HOOK
(2) #5 REBAR CONT,~ ' (SEE DETAIL)
ON 3" CHAIR 1'_4"
8"x4"x16" NOMINAL
BLOCK WlTH 3/8"
MORTAR BETWEEN
COURSES
NOTES:
1. FILL ALL CELLS BELOW GRADE WHEN
\'\~EN STEM WALL IS LESS TI-lAN 40"
ABOVE GRADE.
2. FOR STEM WALLS GREATER TI-lAN
40" HIGH CONSULT ENGINEER.
4 .."
."
AL TERNATE 6TEMWALL FOOTING
SCALE: 3/4' = 1'-0'
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
...=.
(AA \
\!V
..=..
GARAGE SLAB AT 6TEP I
,
B\
SI 1
SCALE: .3~' = 1'-0'
""'=='"
\
r2x S.P.F. STUDS @ 16" O.C.
~~
I I V I 1 .....---2 X STUD
II I Y lJ--v
I 'I r 8" C.M.U.
VI" 1/
I 1)...-- 1"x P.T. STUD
I y/
~ I ~ #5 VERT. IN FILLED CELL
: If ~ 1/2" X 6" "J" BOLT
y I @ 24" O.C. VERT.
I I
I I
I J,-v--2x P.T. PLATE
~I
"I I
1/2" MIN. PLYWOOD SHEATI-iING NAILED
W/ 8d COMMON NAILS @ 4" ole BOUNDARIES,
6" Ole EDGES, AND 12" Ole FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ~
(2) ROWS OF 2x BLOCKINI\ ' ~2x STUDS@16"O/C
@ THIRD POINTS /
K..)! _____R11
1/2"0 x 8" "l BOLT @ 24" O/C ~ ------
W/ 2"0X 3/16" PLATE WASHER TYPICAL ~ 1;;7/8" STUCCO FINISH PER ASTM C. 926
NOTE' APPLY 3 LAYERS W/ TOTAL TIilCKNESS 7/8"
HILT! '1/2"0 KWlK BOLT II \ OVER METAL LAl11. FIRST 2 LAYERS 3/8" 1111CK
W/ 8" MIN. EMBEDMENT MAY EACH. 3RD LAYER 1/8" 111ICK.
BE USED IN UEU OF ANCHOR
BOLTS. rSIMPSON SP1 @ EA. STUD
6x6 W1.4xW1.4 WWF '\
OR FIBERMESH 2X P. T. PLATE
. , ~
S-~JI' .~~ ..\. .~
~"" .... ....v ~.
6 MIL VAPOR :'~~~~.t.. ': K ~,~/ GRADE
'/0: .. ~.[) >Y>> ~ z
CLEAN POISONED AND COMPo ~'<( ... . · ~ <<~'" ~:2
SOIL. (COMPACTED TO 95% MODIFIE ~ r. t, ~'~""~'/">
PROCTOR ASTM 01557) . ~~~<:<<K.j(~ /
l' 20" MIN. LAP l'
v v v~' :<:XXV'.:;o<)<. '.)Q(Y '.xx/ ? ~, ~, ........
"--H3 OR #4 REINFORCING BAR
_ 'tIv......
~
~ .. ~4 LAP SPLICE
25" MIN. LAP {'
,m "J ~::R8~R= B": ~ ~
vvv
,
1\ ~
4'S LAP SPLICE
{' 36" MIN. LAP {'
"X X ,x ~~^~;xye;:~;:~~~~:~~^~-:,^~-:, \'oA/ / ,
~ LAP SPLICE
"
#5 REINFORCING BAR J
.
orz
~:2
R 17/8"/
4'S STD. ~00 1-I0OK
4"
1'-4"
D ,
61 J
~
I E '\
\!V
REBAR DET AIL6
SCALE: N.T.S.
-=-
J F '\
\!V
FRAME WALL TO C.M.U. WALL CONNECTIONI
SCALE: 3/4'=1'-0' ,
T'YPICAL EXTERIOR FRAME WALL FOOTING
SEE A/S1 FOR MORE SLAB INFORMATION 5CALE: 3-4 I = l'.iZ>'
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
GALVANIZED METAL STOP SECURED TO WALL
OF 8" ABOVE GRADE.
:Z
EST. GRADE SE
.
_ J..ELEVATl~ 0'-0" .:0,
_L ~TOP OF S~B_ V
~\y\\~~~\\< b::
\~~\~\ .~ ~
. /\\; /'
TYPICAL C.M.U. BLOCK WALL
:;;;:
FINIS~ TEXTURE BREAK
SCALE: N.T.S.
@-
a..
>?::I:
5t
D ;>0.
:\l ,Q
U -
>? co
.. oD
. -0
sa 0
.. -
:\l ~
-<
-=
T'YPICAL INTERIOR BEARING WALL (G ,
SCALE: .3~'=1'-0' ~l-
o ...
.- 0
-
....
t.) I
::>
en
o .
Cl) ....
!I:
t.Jl~
:is
c ~
. co
... oD
~ 0
.. >
..... oD
- -0
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, ......
.u~
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on -0
ce'~
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- a..
- I
J: -
<-
z:: oD
z-
.u :.
.....I oD
-::I:
0-
lD
:8 ..
:\.l ..
cD
:;:)
- -
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
~BLOCK WALL BEYOND
P,T. 2x4 1/2" GYP. BD.
SOLE PLATE\
,,,~ ':~~Ji!? FGR~M ~~AB_ ~ ~.2X STUDS@24"0.C.U.N.O.
/' CONT BEAD ~1/2" GYPSUM WALLBOARD U.N.O.
. . z/ SEALANT W/ DRYWALL SCREWS @ 8"0.C.
0'-0" , /f-.....'/~
-$ ~:.': . ~ ) 4" INTERIOR '\ ~GARA.~E CONT. BEAD
'. .~ . ..: .~., " -:._/ - $- U.~.O. SEALANT
HIL Tl X-CF NAILS @ 12" O.C. . ....~ /
~~~~~Ef~DCtNRCOR~T~?6~0~QUAL 6X6 W1.4XW1.4 VM OR FlBERMESH \'"
. CONCRETE SLAB, \Y '\ j6X6 W1.4XW1.4 VM OR FlBERMESH
_I -..L ,I \ \ f\ ~/)
r ~~JI' .....\... . \\\_- j'"- I'
. ,,~ ((_ ~ .. " v ,I v
~ ~ \ //~~~~(~~'A .. ..~~-:~~:L ~~~~~4~S J ~~
/);; y> ~~)A ..'4 _ 'y. ~ ~~'Y/>>>'> I ' ;::;
-~- -- - - - - - )) AY~</>Y.??/'>70~Y;"
~'<~~%'*~~:s:
~A~~R BARRIER~ /- 8" 1'-4" 8"
(2) #5 STEEL (CONT..)'~ -;
ON CHAIRS
EXPANSION JOINT"
8" . VAP/1='''
#5 CONT'\f\ \
I' +. \ --c-.' ,. .'
'ex: ...' b.. .;/ ~ -:- ,. ~~
1/~)0\. .., . . ,.' . ~ ff1(<<<<~ ~
y>0}~'A "; . }. .' . ~>25>25'" ~
~~~. fR A' .\ ~~,
~<<'>'<< )1'.. "'/ ~ '" ' ':/ / /:/
~~V ~<0~'>) ~"'/
d, 3" MIN. CLEARANCE
1/
.H.D. RECESS
~ 1/2" MIN.
(2) #5 CONT.
ON 3" CHAIRS (TYP.)
1'_4"
GARAGE DOOR SLAB RECESS :
~\
\ Sl r
~..I
~ J
.~ 61
\
1
INTERIOR WALL SLAB STEP NON-BRG.
SEE A/51 FOR MORE SLAB INFORMATION SCALE: .3~'=I'-0'
SCALE: NT-S.
SEE A/S1 FOR MORE SLAB INFORMA llON
EXPANSION JOINT FORMED USING
1/2" EXPANSION JOINT MATERIAL
THICKEN SLAB EDGE BETWEEN ~3/4" RECESS FOR S.G.D.
DOOR FRAMES AS SHOWN '\ IIADIC'C 6X6 W1.4XW1.4 WWF
/ OR FIBERMESH
FINISHED CONCRETE LANIA TO
RECIEVE BROOM FINISH U.N.O.\ / I ":q.
~ ":q. \ \ \ l-t-- ~~-"- -~ ~.~ ..?- J~ ~
.' . 4 ___ 4 ... . . . l " ~
cr - ~C?; +--~-'-7 '\ lt~ .1l4/l/A ')-.:: ~
~ b:: 2'~ ~{~~~~/a ~'4'~<V ,//// ~
6X6 W1.4XW1.4 WWF~ '-0[//0K//~~
OR FIBERMESH 1/' -'f-(2) #5 CONT.
/ 4" 8" 1'-4" 8"
(1) #5 CONT/ '
t MASONRY WALL AND-
PAD FOOTING
ktJ
___MASONRY WALL AND
..----- PAD FOOTING
8" MASONRY WALL
3/4" RECESS FOR S.G.D.~ ,''''''""' 6X6 W1.4XW1.4 WWF
"" / OR FIBERM~SH "-
1'- 4 j' .. . at J I .
~ __ ..,- ~ -'- --,,4 -.:... - ON C?;
I ~. ~ ..'. ,,~
~~~Y-~~C ". :)!(;~y ';;
//Y/k~777)' /)y//,<<-~
(2) #5 CONT. ("( <\~~"'~. ",,< ,"
4" 1'_4" 8"
/ EXTEND FILL CELLS TO FOUNDATION
CONT. FOOTING STE~- PAD MAT REINFORCING.
-\ / =t 1/2" MIN.
"GRADE lJ
6 MIN. 'AVA")' ."/,, 1\ lr
~"0 fe. &A<(/(<(/(v.: I
FOOTING DEPTI-l ,,<<V LI-I- ---./ ~>'l)/,0y FOOllNG BEYOND
SEE SCHEDULE ~.... r,,'<<('<<('<<(" ,
//yAI' t?'i>Y//Y/)' J' 3" MIN. CLEARANCE
.~~>'y~~;7>% ~N~' '
PAD REINFORCEMENT ~, ~~/~~~~~'/
(SEE SCHEDULE) / ^
3" MIN. CLEARANCE
.
v
6X6 W1.4XW1.4 WWF
r OR FIBERMESH
./ 44 " ~
~ -S__ - ~-.r - - --A........ 4 GRADE
'"," y/,>y)>y/>y)~'~\ f><<~~Y/",'
/, ~~~~~~ (""'Y"'rc~~/'
/[;./ /)y / / /
,,/ /, "
(1) #5 CONT.
,
· z J
'ex: S- SE
~
4" 8"
MIN.
T'YPICAL 'fHICKENED 6LAB EDGE J
SCALE: .3~"=1'-0' ,
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
L\
Sl~
"'=='"
on <D
- -,
n c
~Q
g-;
..... (l)
:D (::)
-
.. a..
;c:: :c
.
v
. I '
00 zH
I N-
;.... ::::- ~
~
OPTION #1
OPTION #2
FOOTING W1DTI-l
SEE SCHEDULE
SLAB STEP 4 RECES6 ta> 6.G.D. J
SCALE: .3~'=1'-0' ,
PATIO COLUMN FTG. DETAIL (N ,
SCALE: .3~N,T.o, ~'
M
61
\ SEE DETAIL L ON SHEET S1
J FOR OUTER EDGE OF LANAI
SEE SEC, A/S1 FOR ADDITIONAL SLAB INFORMATION
(:)
N
,
,
SEE UPLIFT SCHEDULE FOR UPLIFT CONNECllONS
~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. OOUBLE TOP PLAJI ~TRUSS BOTTOM CHORO OR
~L-- 2x4 BLOCKING WI 2-16d
SIMPSON SP2 CONNECTOR V. TOE NAILS @ EACH END
-~~
1/2" COX PLYWOOD OR 7 /16" ~V;2"X S.P.F. (OR EQUAL)
O.5.S. SHEATI-lING REQ'D. FOR ~ STUDS @ 16" O.C. U.N.O.
~
ALL EXTERIOR OR SHEAR WALLS ~ (1) ROW 2x BLOCKING @ MID HGT. FOR
AS INDICA TED ON THE PLAN. '^^.
ATTACH SHEATI-lING W/ 8d V L-- WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8'-6".
BOUNDARIES, 6" O.C. @ EDGES, ~VR1 9
AND @ 12" O.C. @ FIELD ____ K>-
-------~
~ SIMPSON SP1 CONNECTOR
VL--
1/2"\1lx8" ANCHOR BOLT@ 24" O.C~ ~v:';:' 2x P, T. BOTTOM PLATE
W/ 2"~x3/16" PLATE WASHER (TYP.) ><S; r 6X6 W1.4XW1.4 WWF
(4" MIN. ~. .. / OR FIBERMESH ~
I . .;,.-- ~.~ - -~"-A-;- - 1 .
.17 t .~.~ ~--~~~tA~ .." A. ~r/<<~~7
'1 3 1/2"-4">AYAY~ ~ ~ '.." .<<'>:s>).~
MIN. '\< '\:(/~K<<<<~"~f','
/~"/^YA / /
(2) #5 CON1/ 4" 1'_4" 8"
I'
3 1/2"-4"
MIN.
U.N.O.
MIN.
-=-
T'YPICAL BEARING WALL ~ 6TEP (' C ,
NOTE: SCALE: .3~'=I'-0' , Sl J
SIMPSON HETA20 @ EACH STUD
WlTH 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"\1l KWIK BOLT II
wi 8" MIN. EMBEDMENT MAY
Bt: USED IN LIEU OF ANCHOR
BOL TS.
c
~
~SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
1'~ \.
S.P.F. OOUBLE TOP PLATE~ ~TRUSS BOTTOM CHORD OR
/ ~ 2x4 BLOCKING W/ 2-16d
SIMPSON SP2 CONNECTOR~ ~L-- TOE NAILS @ EACH END
- .--
~V2"X S.P.F. (OR EQUAL)
/ ~ STUDS @ 16" O.C. U.N.O.
(1) ROW 2x BLOCKING @ MID HGT. FOR---.../ ;:> L~,1 9
WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ~
@3rdPTSFORWALLHGT.> 8'-6". ~V:1 /2"\1lx8" ANCHOR BOLT@24"0.C.
><S: W/ 2"~x3/16" PLATE WASHER (TYP.)
SIMPSON SP1 CONNECTOR --.." ~
2x P. T. BOTTOM PLA TE~ ~ r 6X6 W1.4XW1.4 WWF
(4" MIN. "'. ~ / OR FIBERMESH I ,
., /-.1
~ -r-:.-'--' -:- -~"-A -;- - 1
~~~/L"/A~>>>;(. : .-[;".~~~V
MIN. ,,/ /",,"'(/0 'i"V"v <<%"'.
" /~"'>AYA"/' /"
(2) #5 CON"fI' "
4
3 1/2"_4"
MIN.
1'-4"
8"
U.N.O.
MIN.
AL TERNATE T'YPICAL BEARING
WALL ta> 6TEP WIO S~EAR WALL
~
J CC ,
, 61 J
NOTE:
SIMPSON HETA20 @ EACH STUD
WlTH 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.
,
o SAMUEL A. GREENBERG, PE. ~4245
D TI-IUY 1-1. I-IUYNl-I, F.E. -60122
D IRWIN J. BENSON, F.E. ~4S158
D ALl ABBAS I-IAKIM, PE. ~6186
SCALE: .3~'=1'-0'
NOTE:
HIL TI 1/2"\1l KWIK BOLT II
wi 8" MIN. EMBEDMENT MAY
Bt: USED IN LIEU OF ANCHOR
BOL TS.
& CREATED 01-02-02
TO TI-IE eE5T OF Ti-IE ENGINEER'5 KI'-IOWLEDGE AND eELIEF, Ti-IE
5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WITH TI-IE
FLORIDA 6UILDING CODE, OECTION lG>~6 FOR 12~ MPl-l 3 5ECOND
GU5T, EXF05URE 'e' WIND ZONE (2~"1 EDITION).
Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER THE
DATE IT 15 51GNED AND 5EALED.
51GNED AND 5EALED FOR TI-IE 5TR\.lCTURAL PORTION OF Tl-l15
DRAWING ONLy,
/
D E DANSCO
ENGINEERING, FA.
P.o. 60X ~ - APOLLO 6EAa4 - FLORIDA - 33512
~ - (813) 645 ~t66 FAX - (8t3) 645 ~~
e6 45t~ fC\ TIjESE DRAWINGS AND DESIGNS ARt TIjE JOINT PROPERTY OF DANSCO ENGINEERING, PAc AND TIjE
~ CUENT ON TIjIS PROJECT. ANY REPRODUC1l0N OR UNAUTIjORIZED USE IS PROHIBI"lED, - 2003
""
120 MPH
3 SFC. GUST
~fA'~
I /'rJI \ eCAJ..ENoTED
Iv 1fT DATE 112/02
~O 2 2005 '" 5ECTION5, DET AIL5, NOTE5 &1
LENNAR ~OME5
T~A DIVl61CN
DRAU.N B.V.
N:/BLOCKS/STD 2001
~
RE -ENGINEERED WOOD TRUSSES @ 24" O/C
pun CONNECTOR (SEE SCHEDULE)
OUBLE 2"x4" S.P.F. TOP PLATE
7/8" srucco FINISH PER ASTM C. 926
OVER METAL LA111. FIRST 2 ~AYERS 3/8"
1111CK EACH. 3RD LAYER 178 mCK.
...~\; ~ ~~.CRtCKET AS REQUIRED
~
/~~
SIMPSON SP2@EA'S7D/// / ~
1 2" EXTERIOR GRADE SHEA llilNG
v';SlINED TO TRUSSES 'Mlli 3d COMMON ~
'MRE NAILS @ 4" O/C BOUNDARIES .........
6" O/C EDGES & 8" O/C FIELD ~:;"...
... ......
"
12
(TYP.) I SEE ELEV.
/
/
~-
KNEEWALL ABOVE MASONRY WALL DETAIL ,
,
SCALE: N.T.S.
GVENT OR 2ND FLOOR
r\\-.::::::
1/2" MINIMUM CEMENT FINISH - ~ - I/TlPICAL C.M.U. WALL
~: =
STANDARD 3" DIA. TEE ~ I---
TllREADED 3" DIA. EXTENSION ~~ :-
FD$OOHl'OOHJUlAP (3" DIA.) ~ -' '-
- L--3/4" FURRING smlPs
-
= ~ 1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
-
-
-
r--
~
I--
1/ V
/~
-
-
-
-
-
I--
-
MIN. EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 1 1/2" I-- -
MAXIMUM EXTENSION FROM EXTERIOR I-- _
FACE Of BLOCK WALL IS 2 1/4" B\,~DRAIN
WALL CLEAN-OUT / A \
SCALE: N.T,S. \ 52 J
~
.
TOP SPLICE
OUBLE 10d
r--.;
~~
,~.
~
~
~
~
V ~OTTOM SPLICE
OVER STUD
..
Y;,
v
10d @ 8" O/C
",.
NOTE:
PLATE LENGTHS MUST BE ",.
AT LEAST 8'-0" LONG. TYPICAL ~
TOP PLATE SPLICE DETAIL! M '\
SCALE: N.T.S, "-- 527
"'==""
::L
::c
>.
.a
.:.c
=
<D
~
o
....
~
cC
DOUBLE 2, TOP PLATE~
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SPAN PRO~DE 2 STRAPS ON
EACH END MIN.)
2x BLOCKING @ EACH END W/ 10d
x 3" @ 4" O.C. FROM EACH HEADER
F ACE TO BLOCKiNG
'/Ii
r;}
?'Ih
---(2) 2x HEADER
2x BOTTOM PLATE W/ (1) 10d X 3"
@ 12" O.C. TO EACH HEADER FACE
....
o
-
o:Q
....
VARIES
-
~
2 X 6 (MIN) FRAME
WALL HEADER DETAIL
,
<II)
<D
to)
>
CD
~
N
-
...J
~
,
0-
::c
'U
....
CIIS
....:
to)
CIIS
0-
o
....
....
<D
~
<D
::c
(2) 2x4 TOP PLATE
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SPAN PRO~DE 2 STRAPS ON
EACH END MIN.)
~
I~
!~
I
~(2) 2x HEADER wi ~"
2 X 4 FRAME - - PLYWOOD FLITCH
WALL HEADER DETAIL
cD
oS
<0
f1'\
52 r
....
<D
"?
C
c::D
=
<D
C
0-
::J:
WALL HEADER DETAILS
SCALE: N.T.5.
36" MAX.
SIMPSON H5 AT
EACH JOINT TYP.
! \ PREFAB CHIMNEY CAP
FLASHING
\ ~ 2"x4" BLOCKING (SEE MANUF.
\ V SPECS. FOR MINIMUM DISTANCE)
-~ f- - - r~ ~EXlIRIOR FINISH
[....or vPREFAB CHIMNEY
v
BLOCKING @ MID POINT WHEN
CHIMNEY EXCEEDS 6'-0" IN HEIGHT
1.---1/2" SHEAllilNG OR O.S.B.
i.... 1---2"x4" SllJDS @ 16" O.C. MAX.
/~
1 \y
\, ))
-....' ~
ATTACH BLOCKING ~
TO TRUSSES w/ SIMPSON
A34 ANGLE TYPICAL
SLOPE
-
/""
>-
~<
ZZ
<-
~ ~i~
Q:: 0
. wI- <
cr B~ Q:: GALV. METAL
i<: ILL 'b FlASHIN\
. I
'bt:::io __
I Q::-
~~<~ij
CRICl<.ET~~
V_GALV. M1L FLASHING
~ ~USS TOP CHORD
PSON MTS12 @ EA. CORNER
OUBLE 2"x4" BLOCKING
~ /t
;j ~CKEI-
~~" I
~~
~
~
-- -
~
~MPSON MTS12@EA.CORNER
RE-ENGINEERED
WOOD TRUSSES
""--pREFAB CHIMNEY ASSEMBLY
---4
=
\"2"X4" @ 16" O.C. MAX.
/2")(4" BLOCKING TYP.
-
-=-
SECTION "A-AI
SCALE: 3/4":1'-0'
TYFICAL C~IMEY DETAILS,
SCALE: N.T.S. ,
F \
52 f
,SIMPSON (C)-SIMPSON
I SP2 A35
><
r-SIMPSON SP1
I rANCHOR BOLTS @
., SIMPS~.. _ V 24" O.C. MAX
....1 ~ ~ 2X4P.T.
I '- II PLA TE
\ fB P.T. BOTTO~ PL::;p.
I I I
L ANCHOR BOLTS @ 24~ O.C. MAX.
(MIN. (2) PER BOTTOM PLAIT)
/:SIMPSON HUSC48 CONCEALED FLANGE
HANGER W/ (6) 10d INTO BEAM &
(6) 3/16" X 1 3/4" TAPCONS
A
c
1 ad NAILS @ 6~
O.C. STAGGERE/
~~I 0
I
~
1
I
" () ~
2X4 PT SllJDS @ 16 O.C. OR 1 2X4PT SllJD ---
@ 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 ./ --
PT SllJDS UNDER HIP CARIER/GIRDER TRUS~ ~ ~ ~ '"\
/= ~ =~l "'-MAIN SPAN ROOF TRUS
-./ -~ - UPUFT CONNECTOR (SEE SCHEDULE)
SIMPSON META20 @ EA. SllJD / ~I ~ MOISllJRE BARRIER
S'XS'X16" K.O. BLOCK W/1 #5 CONT~ -,
AND FILLED W/ 2500 PSI GROUT -
=:
1 #5 VERT. IN CONC. FILLED CEll = =
w/ sm. 90' HOOK IN K.O. BLOCK -
-=
A
~
TRANSOM-- ,::E
o M FRAMING ~
~ BEYOND.-- .-
- ~ = LpL YWOOD
o { E \ tSHEA n-lING
~ \&
~
(2) 2 X 8 BEAM~
-=-
E\
52 r
--
I
I
I
TRANSOM OPENING
7'-4" A.F.F.,
PRECAST RECESS
LINTEL (FILLED)
t B
-
I
I
MASONRY
WALL BELOW-' _ _
'I
~
PLYWOOD
SHEA n-lING
NCHOR BOLTS @ 24"
O.C. MAX. (MIN. (2)
PER BOTTOM PLATE)
I
#5 REBA~
DOOR OPENING
I I
SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
(GRAV1TY CAP = 1262 Ibs)
'{
-
LINTELS AT ENTRY
DOOR W/TRANSOM
-SIMPSON
A35
~
~
. ,. .,
. .. -)
".:::t- ~
"'oJ:::::o~......" "
~...J'" "
~~ "
~ "
~~ "
~~N~~
TRANSOM FRAMING
SEE SEC~ON AA/S1 AND
BB/S1 FOR ADDmONAL
DETAILS t
-
-
NOT TO SCALE
DOOR JAMB
3-1/4" LONG X 3/16"~ TAPCO~
INTO BLOCK@ SPACING PER MA~UFACTURE-ll
1X4 P.T.
w
r\
I\-NAILED INTO
TRANSOM
FRAMING
1" D ET AI L
1/2" DRYWAL 1 X 4
DOOR JAMB W 1/4" X 2-1/2" S.O.S.
WOOD SCREWS INTO P.T. @ 12" O.C. "-_
3/16"~ X 3" LONG TAPCONS STAGGERE 1X't
@ 16" O.C. 2-ROWS INTO MASONRY G
THROUGH 1x4 P.T. & 1x8 P.T.
1 -1 /2" DETAIL
F RRING
,
RECESS
r LINTEL
/
-- ~ '. 4. "".
.{'. .
4 '
r:SIMPSON
A35
~ "'
~:. 10
X 8 P. .
~
3/16" x 3 -1/2" TAPCON
DOOR JAMB W 1/4" X 3~ S.O.S. -l
@ 12" O.C. 2 ROWS STAGGERED. ~ l.J
1X4 P,T:-
L2X8P.T.
1/2" DRYWALL 1 X4 FURRING
~
2 1 /4" D ETA I L
c
-SIMPSON
A35
rSIMPSON
I SP2
. " 'I
, " ~
DOOR JAMB W 1/4" X 3" S.O.S. -Yiii
1 X 4-DIn
"j
3/16"~ X 3-1/2" LONG TAPCONS STAGGERED ~X8
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
THROUGH 1x8 P.T. & 2x8 P.T.
3" DETAIL 1 X 4 FURRING
1/2" DRYWALL l
DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" O.C~,:"&
10d @ 12" O.C. 1 ~ ~
~~i~~~'lD @~~" 3i~~"~_~5~SL~NNTt ~:~g~y L2X8
3 - 1 /4" D ETA I L
BUILDOUT '(;) OVER SIZE DOOR~
WINDOW ROUGI-i OPENINGS { CC \
NOT TO SCALE ~
-
Jl:T- ~
-'3$.;J;;:~...... " ,
~~-..,....~"
'~~~"
~ ~""
"
TRANSOM FRAMING ~,
I.zSEE SEC~ON AA/S1 AND :y.
BB/S1 FOR ADDmONAL "~
DETAILS ~
\
.-SIMPSON SP1
~
1\
IL~AILED INTO
TRANSOM
FRAMING
-
-
I i;IMPSON
II A35
RECESS
/L1NTEL
/
<1 /.
~
.1
-Q
'. 4... 4.
ROOF TRUSS
(ABOVE
r2X4 BLOCKING
t....
;0. ~ SIMPSON DTC @
^ "'" EA. BLOCKING
1\'
.....
~2X8 WALL
~;: ABOVE ENTRY
~l'-. K.O. BLOCK
1=;';1'" ""- W/(1) #5 CONT.
& FILLED
=6
ANCHOR BOlT
N
@
ASONRY WALL
-
2X4 TOP
PLA TE
OVERLAPPING
~
- ",,-10d NAILS @ 6"
STAGGERED
i
CD
rSIMPSON
I A35
10d NAILS @ 4"
STAGGERED
-'
.
...r
1
'0
PLYWOOD
F AS1ENED TO TRUSSES 'Mlli 3d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES
7EOGf.S & 8" O/C fiELD
SI~ON A35
:~. /"
0~
I~ I '-
\ 2X8 P.T. 80n+ P~
I \ I I
L~NCHOR BOLTS @ 24" O.C. MAX. (MIN.
(2) PER BOTTOM PLATE)
<1
<:1. .
'4
~
.<1 '
2 )( 8 P.T. BUCK-CONNECT TO BLOCK
W/ 3/16" x 3 1/4" TAPCON
( 1 1/4" MIN. EMBEDMENT INTO BLK.)
i" MAX. SOLID BLKG. AT TOP
- - BTWN. ARCH BLKG. & BUCK 1.-
1
I .
I
,-
A -.-. SECTION
A-A
2'-0' 8'
7 '\ r--=---t 3/16" x 3" TAPCONS
" V
* ~ \ LEAVE A CUT OUT IN 0.5.8.
~_ ,--ON THE INSIDE TO ALLOW FOR
INSULATION TO BE INSTALLED
~ 2 x 8 45. DIAGONAL
~ ~ ~" BRACE AT IAlC1' ~~CE
I' OF ARCH ~. &~[ 10d
.~ ~ NAILS AT , 0
~ PROVIDE TAPCON
WITHIN 4" MIN.
OF BRACE
1 X 4 FURRING/ '
;if ~t~ AT 8" O.C.
l><
BLOCK HEADER
(4) 10d NAILS INTO
/ 2 x 8 BRACE/ BLKG.
1 /2- DRYWAL~
2 x 8 40 DIAGONAL _ I'---- k 7/16" OSB
BRACE(S) r-- ARCH PANEL
CUT HOLE IN O.S.B. FOR
POLY-CELL IN THIS AREA
:-- -
..,.- '"'"
I~ (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
I-
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE TO FIT
ARCH CONNECT W/ 8d NAILS
/
INSTALL WDW. SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
/
START OF ARC
4' MAX. RAD.
ARCH DETAIL
NOT TO SCALE
--=-
(AA\
\!:V
PROVIDE TAPCON PER WDW. INSTALLATION
DETAILS OR THRU 1-1/2" THK. OR MORE BUCf
WITHIN 6- MIN. OF START OF ARCH
2 x 8 BUCK - CONNECT TO BLOCK WITH __ SECTION
-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.),~ B-B
_rt" MAX. 2'-0' 8'
- L, L,
SOLID BLKG. AT TOP 1 \"" l
BTWN. ARCH BLKG. & BUCK! I "" I
I I
, ~
s~:~:a~~t~~~:.~ ~ LEAVE A CUT OUT IN 0~8 : ~ I~/ ~ '.if ~fc~:~ :~:~~~E
2 , 8 VERT." ON THE INSIDE TO ALLOW FOR"<:: ~ ~L "" OF ARCH
BRACE(S) ~ INSULATION TO BE INSTALLED i- ~~~ I.
~ \ 7/16" OSB
BUILT UP PLWD. BUCK L- --LARCH PANEL
SCRIBE (NOTCH) BACKSIDE TO "'
FIT ARCH CONNECT w/ 8d NAILS J f'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 5TART a: ARC
-7 BTWN. OSS ARCH FACES w/ (4) 10d NAILS 4IMAX.RAD.
/ THRU OSS INTO 2 x 8
BLOCK HEADER- "-
1 X 4 FURRING """. "-
8d NAILS @ 8" a.c. AT BUCK-............ ~
-
C I' ~IRDER TRUSS
SIMPSON ~,
HTT16 TYP. ~
5/8"0 THRU~ :~2X TOP PLATE
- ~
BOLT ==-
W KN/OC1K-fj50UT BLOCK, NOTCH LINTEL 'M1ERE REQUIRED
CIJ + FOR CONCRETE PLACEMENT
'.'1., f..' .,r......,....J...:....r .~.,:.-T. .
7
Y.~I,.
-
-F -2"x BUILT-UP COLUMN
-
o 0
o 0
STD. 90' HOOK
,-
BOND BEAM
CONT #5 B~R T
..
H- I
I
1
5/8" 0x8" " J" BOLT OR
5/8"0 HIL~ KW1K BOLT II
, ~~W/ MIN. 8" EMBEDMENT
~~II
.~'~~(:!I'1o\.~....'....
.'.~:..l...~:~al, ~~~:Z~'~"
:.~ ~f.p:
I'~ .. ..~'.., . ...:',' . ., c.. ... .~lr.. '~.' ".. ....: . .'1
I. .,.,:..~' '. ..... .'~ ~ . ," .../ ....' ...~., ....f:
I I' ! STD. 90' HOOK] ..1 T
I I .'. PRECAST LINTEL w/ (1) #5 CONT. '.~ I I
IN OPENINGS GREATER THAN 6'-0" WIDE
I
r
I
FILL CELL\
\ ...
: 0: 0 ~8-16d NAILS
o ~
o 0
o 0
o 0
CONT. #5 ~
BAR\
STD. 90' .. ...
HOOK", ...
<"II
lit
I
I
I
I
I
I
.1
i
I
OPENING
SIMPSON HTT16J
TYP.
"-- 2 X B.U.C
I
I
I
I
I
I I I ......-FILLED CELL W/ (1) #5 VERTlCAL~ I
V SEE FDN, PLAN FOR LOCA TlON
I
I
1< ~)I I
#(0 ~~~JE~~O~o~8u~~MON
BOND BEAM STEF DETAIL ~
SCALE: N.T.S. \!:V
"I
II
I
I
I
TYFICAL ~TTlb TO ~
BUILT -UF COLUMN DET AILf R \
~I
NOTES:
CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDmONAL INFORMA ~ON.
@ VERIFY 111AT ALL REINFORCEMENT G) OPENINGS LESS 111AN OR EQUAL TO 6'-0"
HAS BEEN PLACED PROPERLY. IN W1D111 DO NOT REQUIRE ADDmONAL STEEL
REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
SIMFSON STRONG
TIE t4TTlb I
\
SCALE: N.T,S.
N \
52 J
~. = (1) SIMPSON LSTA14
~ @ 24" Ole STAGGERED (TYP.)
~ .' SEE FLOOR PLAN NOTES
~~I'........ FOR REQUIRED CONNECllON
l::f"~ 2-ROWS 16d NAILS STAGGERED @
~ ~.~~1~~ ~rr.sE~1~&'t~lDO~ 16~~W?c
16d NAILS @ ~,~ ~~FOR 2")(10" OR GREATER HEADER'
16- OIC TYP. ~ ~ - . ~........,
EACH PLY ~ ~~
. (1\ '\ 1\1'-- DOUBLE HEADER W/1/2"
~ FlITCH PLATE U.N.O.
TYFICAL FILLED
LINTEL ASSEMBLY, G \
SCALE: N,T.S, ..'" 52 J
'='
-==--
SIMPSON STC W/
3-8d COMMON NAILS \
(iTRUSS BOTTOM CHORD OR
2x4 BLOCKING W/ 2-16d
TOE NAILS @ EACH END (24" O.C. MAX)
- ,
7 5~ 8"_; 7 5/~ 8" 8"
II T ___ _ _~____~5/fii~} ~
- - tgj - - ~OLlD AREAS D SOLID AREAS
=0 ~ ARE STEEL AND 0 i== 1 /1-- ARE STEEL AND
/ GROUT D 1/ GROUT
INTERIOR W\ iI' ;- SAW CUT TO '0 1/2"~~I~SAW CUT TO 10 1/2" '-" /~ FULL .,.,'6 BLOCK
1.. - - IT [Il- -DOOR OPENING- - ~ lI} -DOOR OPENING - - -F-=t-~ -DOOR OPENING-<f.
I iJ \ FILL 1111S CAVITY 'M111 ~ \ FILL 1111S CAVITY 'M111 1 ~ 1\ FILL 1111S CAVITY 'M111
EXTERIOR WALlUl L GROUT FROM FINISHED L GROUT FROM FINISHED \.- GROUT FROM FINISHED
O FLOOR GRADE TO 0 FLOOR GRADE TO I8J FLOOR GRADE TO
LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE.
__ 0 ________JOl___+___ 0 ___
I ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO 111E
COARSE BELOW. EVERY 111lRD (3RD) COARSE 111E 11" DOOR JAMB WALL IS TO BE
WOVEN INTO 111E MAIN FRONT TO REAR WALL AS SHOWN. -=-
InI
::5
/ " 1/4~ MIN. SPACE
2x TOP PLA TE-./ I\.
I "'-NOTE: 2-16d NAILS @
24" O.C. OR EQUAL TO muss
BOTTOM CHORD OR BLOCKING
11 CAN BE USED IN UEU OF SIMPSON
--' '-- STC SmAP
----'r0v_ 2x SruD @ 24" O.C. MAX.
/V~ROVlDE HIL~ X-CF NAILS OR
EQUAL @ 12" O.C. STAGGERED
FROM BOT. PLATE TO CONCRETE
2x P T PLA TE~ r~6 W1.4XW1.4 WWF
. . ~ w: / OR FIBERMESH I
~.-,- ~ '-'- ~ - -fr- ,--:..- ~ ~~ L ~. ~ -'- ,-jr.- -t
~ ' . ..,. '.
1 -=-
TYPICAL INTERIOR NON-BEARING WALL DET AILI J"\
SCALE: N.T.S. ~
I
,
D \
52 f
(1) 2-)(4" CRIPPLE FOR
OPENINGS 6'-0" OR
LESS & (2) 2" X 4"
C~IPPLE I='OR OPENING
6 -0" OR GREATER
~
1\
~~bl)i~E~N~A~~N9oAS
HEADER wi (2) 16d @ 16" OIC
UNLESS NOTED 0111ER'MSE
~L
/2")(4- S1UDS TYP.
I rfEE PLAN FOR REQUIRED
1/ CONNEC"ONS
P.T. BOT. PLATE
/)
O.o~ 00-9
· UPLIFT CONNECllONSl'vll\tQ
REQUIRED AT LOAD
BEARING WALLS
~~
LOAD BEARING/EXTERIOR
WALL t4EADER DETAIL ,
,
SCALE: N.T.S.
MASONRY LAYOUT
SCALE: N.T.S,
Q \
52 J
~
I REFER TO PAGE SDW1 FOR ADDIllONAL INFORMATION.
" FORM CONCRETE INSET TO
,.4' r CREATE A SOLID BASE FOR BLOCK
WALL ABOVE.
IREFER TO PAGE SDW2 FOR
IADDITIONAL INFORMATION BY MANUFACTURER.
W1D111 OF OPENING VARIES
1/2"X9 1/2" PLYWO
~ SCRAP MATERIAL
\gT
TYPICAL GARAGE DOOR
TRACK MOUNTING DETAIL
SCALE: N.T.S,
IK\
~
SCALE: N.T,S.
TYFICAL SECTION T~RU WINDOW
-J
-J
~~
~~
o
\ FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
2x4 (NOM.) ~~E~LC~~F~~~~EB~g~ ~fr MS~~~~~NT~t~
GARAGE DOOR
\
RACK MOUNTING BRACKET
~SIMPSON SIMPSON-,
A35 SP2 I
,:~:f
2X4 SruDS @ 24" O.C. ~~
A 2'-O"j -
/ r
r
1/2" ANCHOR BOLT @
24" O.C. MAX. MIN. (2)
PER BOTTOM PLATE
I, SEC~OJ
II
\ I 0
LSIMPSON1 A35
I
~ARAGE DOOR TRACK
~
I \
P 1\
~I ~
...~.. ,..' "'j,
..,. ..... . ,: ..;
"' "., .". . " . : . " '" ",
(ms IS A RECOMENDA ~ON FOR CONSmUC~ON OF ms FORM. ANY
MATERIAL OR CONSmUCTION METHOD MAYBE USED PROVIDED END
PRODUCT MEETS TllE SHAPE AND DIMENSIONS OF 1111S DRAWING.)
GARAGE ENTRY FORM DETAIL
SCALE: N.T,S.
r- MOUNTING BASE SHOWN
IN POSmON
GARAGE 808R ROLLER ~
CONNE TI N ASSEMBLY /
[
TR8't~~G~IR~8J~N OF ::
UPSET WOOD BEAM
r (SEE PLAN FOR SIZE)
! !
SIMSPON META 16
I
I !!
/
~I
"',J,
I
I ~
l1
/.....:.:,..l ~.,,'.I ..'a.....
~ " . '." .' -: ".... \' <t.
POURED CONCRETE BASE FOR
~LOCK WALL. REC~SS~D
PACE FOR GARAG D OR -
ND WATER SHED OR fARD
It-jIS DRAW1NG.
_2X4 P. T.
/;: PLATE
, ..)-
BOTTOM,PF MOUNTING BASE
TO BE 2 ABOVE FINISHED
GARAGE FLOOR.
!..
,
,
2x6 MOUN~NG BASE
,
/8x8x16 C.M.U.
V
,:,:~'~'.:::r GARAGE FLOOR
I
TRANSOM OPENING
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S,
7'-4" A.FJ.
PRECASJ REC SS
LINTEL I FILLED
#5 REBAR.....
~
I
MOUNTING BASE NOT
SHOWN FOR CLARITY
SEE DETAIL BELOW
. . . .
" .' .4"
. ........ ..... ..
. ".... ," -..
I
a. . .' .'..'
. ":I.: ;.;. .
4
SEAT FOR BLOCK IS j'...,
POURED IN PLACE CONCRETE~ '"
GARAGE FLOOR SLAB \
~~~W~~W,lIHNOTES ~
SLOPE FORWARD~~
FOR DRAINAGE ~~ ,
~'..
o
MOUNTING BASE DETAIL
/ SCALE: N.T.S.
~ SAMUEL A. GREENBERG, P E. -:3424:;
D Tl-tUY l-t. l-tUYNH P E. -612'122
D IRWIN J. BENSON, P.E. t4~l!;8
D All ABBAS l-tAKIM, PE. '*56l8b
I
DOOR OPENING
FRAMING DET AILS ~
ABOvE ENTRY {FF'
NOT TO SCALE ~
I
SIMPSON META16 (UPLIFT CAP = 1500 LBS)
LINTELS AT ENTRY
DOOR W/TRANSOM
NOT TO SCALE
~
r;::v
TO THE BE5T OF THE ENGINEER'S KNOWLEDGE ~D BELIEF, THE
5TRUCTURAL PLANS AND 5PECIFICATION5 COMPL'( WITH THE
FLORIDA BUILDING CODE, SECTION IbiZ'b FOR 12iZ' MPH :3 6ECOND
GU5T, EXP06URE 'B' WIND ZONE (2001 EDITION),
T14IS DRAWING AND DE51GN 15 VALID FOR 12 MONT145 AFTER THE
DATE IT 15 51GNED AND 5EALED.
5fGlNED AND 6EALED FOR THE 5TRUCTURAL PORTION OF THI5
DRAWING ONLy.
SEE PLAN FOR FOO~NG
DIMENSIONS
~.
GARAGE ENTRY FINISl-4ED -=-
MASONRY DETAIL I P \
SCALE: N.T.S. , 52 J
-==--
2 x 8 VERT. wi (2) 10d
NAILS AT EA. END
D E DANSCO
ENGINEERING, FA.
p.o. 60X ~ - APOL.L.O eEAC14 - FLORIDA - 33&12
R-IONE - (813) 645 12)166 PAX - (813) 645 %~
e6 ..latA'! t(\ n1ESE DRAWINGS AND DESIGNS ARE n1E JOINT PROPERfY OF DANSCO ENGINEERING, P.A. AND n1E
....... IV ~ CUENT ON n1IS PRO.f:CT. ANY REPRODUC1l0N OR UNAUn10RIZED USE IS PROHIBITED. - 2003
'""
,
/
ill REVISED 08-15-03
& CREATED 01-02-02
120 MPH
3 SEC. GUST
11~:-"
f)y>>~ \ eCAL.E NOleD DRAlLN ev.
I V TAMPA Dlvl61CN
IL DATE 12112/m N: /BLOCKS/STD 2001
\ ,~y 02 2005 SECTIONS, DETAILS, NOTES
"- \.. DE JOe NO. PM - 5021 62
LENNAR ~OMEe
INSTALL WOW, SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
EQUAL
EQUAL
ARCI-i DETAIL
NOT TO SCALE
1-
, BB \
, S2 J
~
/BACKNAIL wi (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAIUNG
SCHEDULE FOR SHEA TI-iING DETAIL IN(j 7 /2")(4" OU1LOOKER Ii) 24" O.C.
/ / / (OPTlONAL - SEE ELEVATIONS)
I -ZVfLflII
/ //~
, ~'rn I SIMPSON H10 OR EQUAL
"V Ii) EA. OU1LOOKER
TOP CORD BLOCKIN FOR FIRST FOUR ROWS - 1/ ~ DOUBLE TOP PLATE
OF TRUSSES I) EDG S OF SHEA 1l-lING TYPICAL
II'\." / 1/ b4" MAxl 2"x4" CROSS BRACE
7/8" S11JCCO FINISH PER ASThI C. 926 SI PSON LSTA12 @ EA. SO"" AT RIDGE FASTENED
APPLY 3 LAYERS WI TOTAL TI1ICKNESS 7/8" ~~ AT EACH JOINT WI
ovm METAL LATH. ~RST 2 ~YERS 3/8" ----...... ~! (2) 10dx3"
THICK EACH. 3RD LAYER 1/8 THICK. "\ 2X6 FRAMED WALL - SEE
./ WALL SECTlON FOR SPACiNG
~ I .......-1/2. CDX PLYWOOD OR 7/16.
2")(4" PANEL BLO( KING Ii) 48. O.C. V OS8 SHEA111ING ATTACHED W/10d
FOR mE FIRST (4 ROWS OF TRUSSES ~ NAILS ~ 6" O.C. EDGES AND 12" O.C.
FROM EA. END fy . TOP &: BOTTOM FIELD
ATTACHED WI (2) 11id TOENAILS . V--(2) 16d NAILS
'I fJ11 I I I T ~ v2.)(4. BLOCKING
5/8" OR 1/2" CEILING DENSE-./' r\ 2.x4..r ON TOP OF PANEL
GYPSUM WALL BOARD FASTENED . I "-BLOCKING, FASTEN wm-i
WlTH 8d COOLER NAILS OR 1 1/4. LONG 'V 10dx3. @ 4. O/C
DRYWALL SCREWS COMPLYING 'vVlTH
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" o/c TYPICAL
7/8" S11JCCO FINISH PER ASThI C. 926
APPLY 3 LAYERS wi TOTAL THICKNESS 7/8"
OVER METAL LATH. FIRST 2 ~YERS 3/8"
THICK EACH. 3RD LAYER 1/8 THICK.
I ~SIMPSOt'- H10 OR EQUAL
I @ EA. C UTLOOKER
I 24' MAX
I /L. BRACE TO EXTEND AT LEAST
I 90% OF WEB LENGTH (SEE TABLE)
2.x6. P.T. SILLl r
I ~ABLE TRUSS
2.x4" PANEL BLOCKING @ 48. O.C. I / 1/2" CDX PLYWOOD OR 7/16" OSB
FOR THE FIRST 8'-0" OF END WALL ~ I ~ SHEAT11ING ATTACHED WI 10d NAILS I} 6" O.C.
FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
ATTACHE~,W/ (2))6;d TOE~AILS \ I 10dx3"@ 3. O/C THROUGH
T qjJJ "~ / CHORD INTO 2"x6. P. T. PLATE
I DG I" " I / ~ ~ I 'K.."~'/'
2"x4" "T" ON TOP OF PANEL / ;J # ~I
BLOCKING. FASTEN 'vVlni----.l = "\:
10dx3" @ 4. O/C -r MOISTURE BARRIER
5/8" OR 1/2" CEILING DENSE L I
GYPSUM WALL BOARD FASTENED / ,=, =? SIM~SO~ META20 OR EQUAL
'vVlTH 8d COOLER NAILS OR 1 1/4" LONG \l @ 4 -0 O.C. TYPICAL
DRYWALL SCREWS COMPLYING WlTH ASTM C1002
FOR FIRST 8'-0" FROM END WALL
@ 4" o/c TYPICAL
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEATHING DETAIL \
f ~~M ,
I II~. n J
TOP CORD BLOCKING FOR FIRST FOUR ROWS
OF TRUSSES @ EDGES OZ ~EA1l-tING TYPICAL
2")(4" CROSS BRACE " "II
A T RIDGE FASTENED y
AT EACH JOINT WI "'
(2) 10dx3"
/ TOENAIL w/ (2) 16d NAILS
/ r2"x4" OUTLOOKER @ 24" O.C.
M
.\
>Y
lK
f
~
2"".",' MAX
"X" BRACE SEE If
DET. J/S3 I
2""-"" MAX
i90NllNUOUS BOTTOM CORI1 BRACING
/ ~"X4" MIN. (SEE DETAIL M-~S3)
END JACK
*
""~
<lA
W , W ~
~ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN.
~/
:.:INIMUM 2"x4" CROSS
BRACING (SEE PLAN
FOR LOCA llONS)
""
""
""
1<
/
(j
w
(j
w
11'-"" MAX
~
~'"
IX
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~:::::!:
-..........
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---- ~
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I
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o "
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----
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l\-
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2) 16d PER JOINT
~'"
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-..........
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Of-
CORNER JACk *
i~
u I ~ *
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2.x4" LEDGER (MATCH BOTTOM
CHORD SLOPE bF ADJACENT TRUSS)
CR055 BRACING DETAIL
5CALE: N.T,5.
(J'\
53 r
~
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDIllONAL PERMANENT BRACING
TI1AT MAY BE REQUIRED
2) 'T' BRACING MAYBE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF TI1E WEB.
~TOP & BOTTOM CORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
UPLIFT CONNECTIONS - HIP FRAMING
5CALE: N.T.~.
(;\
, S3J
~
1/2"rfJ ANCHOR BOLT @ 48. O.C.
MINIMUM 6. FROM PLATE SPLICES
W/ 3/16.x2.rfJ PLATE WASHER
SECTION
5CALE: N.T,5.
~
~
~
REQUIRED MINIMUM PERt'1ANENT TRU55 BRACING PLAN I L '\
AS PER HIB 91 5CALE: N.T.5. ~
* USE SIMPSON META20 (OR BETTER) CONNECTORS
(OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL)
CONNECTORS @ FRAME WALLS & SIMPSON H5
@ HIP JACK TO FRAME WALLS.
SECTION
SEE STlRUCTURAL NOTES AND NAiliNG
SCHEDULE FOR SHEATHING DETAIL \
(BACKNAIL WI (2) 16d NAILS
\ r2"x4. OU1LOOKER @ 24. OIC
7/8" S11JCCO FINISH PER ASru C. 926 " 'M
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"_________\ ~fi ~ w
OVER METAL LATH. FIRST 2 ~YERS 3/8" -------- JIi ~, I
THICK EACH. 3RD LAYER 1/8 THICK. ~, ~
TOP OR B~KING FOR FIRST FOU ROWs./' I IMPSON H10 OR EQUAL
OF TRUSS S EDGES OF SHEA111ING TYPICAL I @ EA. OUTLOOKER
2"x4" CROSS BRACE I . .l
AT RIDGE FASTENED 4 MAX.
AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST
(2) 10dx3" - J... 90% OF WEB LENGTH (SEE TABLE)
I /CABLE TlRUSS
I , ~~/2" COX PLYWOOD OR 7/16"
I /' ~;~SSH:~l]1~g. AE~~i~EfN;~}O~.c.
I FIELD
I r(2) 16d NAILS
/ rSIMPSON HGA1D Ii) 36" O.C.
L_ 2"x4" .T" ON TOP OF PANEL
I I"\.: ....~BLOCKING. FASTEN WlTl1
.-g 10dx3" @ 4. O/C
, ~STUD WALL (SEE TYP. SEC.)
-~~
SIMPSON SP2 @
EACH STUD
...':.. "
1'1
1'1
I
2x4 "T" BLOCKING
2x4 BLOCKING @ 48" o.C.~-
"L" BRACE ~ I /" 16d
ATTACHED wi 10d NAILS r-~ ,......
@ 4" O.C. TYPICAL - 1\ j 1 I V
------=::::: ~ ........../
./ ...........
GABLE TRUSS WEs-I
DOUBLE 'L' BRACING DETAIL
5CALE: N.T.5.
~
NAIL
L~
.--
~
~
-
~
(1'\
~ "
~
(1'\
~
N " "
(I,)
(I,)
PRE-ENGINEERE~ '
WOOD TRUSSES \
OVERLAP TRUOO 6RAClNa
A T LEAST TWO TRUSS SP ACES
,g
" ~f-M
<l.)
(I,)
~
I
2.x4. PANEL LOCKING @ 48
FOR THE FIRST (4) ROWS OF TlRU
FROM EA. END TYP. TOP & BOTTO
ATTACH1ED, fl (2) 16-d TOEnAILS
f t4 I I I mil I
5/8. OR 1/2" CEILING DENSE-./'
GYPSUM WALL BOARD FASTENED
WlTl1 8d COOLER NAILS OR 1 1/4" LONG
DRYWALL SCREWS COMPLYING 'vVlTH
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" O/C TYPICAL
~
I~INIMUM (2) 16d PER JOIN~\ .
r ~INIMUM 2"x4" TRUSS BRACING
::..
~
\&
~r-'
,g j
"i
L.,;-j...
fr
(2) 2" x 4. LAMINATIONS w/ (1) ROW
OF STAGGERED 10d COMMON 'vVlRE NAILS
(0 = 0.148.. L = 3.) OR EQUAL
~~
Lv'-
fr
(3) 2" x 4" LAMINATIONS W/ (1) ROW
OF STAGGERED 30d COMMON 'vVlRE NAILS
(0 = 0.207". L = 4 1/2.) OR EQUAL
~.
~-.l
fr
(3) 2. x 6" LAMINATIONS w/ (2) ROWS
OF STAGGERED 30d COMMON WIRE NAILS
(D = 0.207". L = 4 1/2") OR EQUAL
TRU55 BRACING OVERLAP DETAIL
5CALE: N.T.o.
-=-.
1/ M \
, 53 f
2x4 "T" BLOCKING
" ~
2x4 BLOCKING @ 48 O.C,~ ~
"L" BRACE ~'I ~ 16d
ATTACHED wi 10d NAILS .-1 i~
@ 4" O.C, TYPICAL~ D(fi ~
./ ,
GABLE TRUSS WEB-1
NOTES:
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-PLY. PROVIDE 1/4. DIA.
x 7. LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
6) REFER TO NDS SECTION 15.3
FOR ADDITIONAL INFORMATION
NAIL
1) ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4
OF THE THICKNESS OF THE LAST
LAMINA TION
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)
TYPICAL NAILING 5CHEDULE5 FOR BUILT -UP COLUMN5 I
5CALE: N.T.5.1
-=-
-=-
DBL. S.P.F.TOP PLATE
51NGLE aLl BRACING DETAIL
5CALE: N.T.o.
I 6 ,
\ 53 1
8 I
53 r
-===-
SECTION
5CALE: N.T.5.
14\
\ 53 f
~
~y
7 ~ ~::::-----
1~lr
,.,/
ABLE TRUSS
~
~V
12
~7~/'
,/
I
ABLE TRUSS
~
~
"L" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
ND LOCATION)
~~
~~
~~
~
.:.:.:.:.:.:.: .:.:.::~:.: .:.:.:.: .:.:. :.:.:.: .:.:.: .:\ .:.:.: .:.: .:.:.:.:.:.:.:.:.:.:.: l:.:.:.:.:.:.:.:.: .:.:' :.: .:.:.:.:.:.:.:.:. :.::~:.:.:-:. :.:.:.:.:.:.:;: ~::.:.:.:.:.:.:.:.:.:.:.: If::.:.:.:.:.:. :.:.:.:.: .J~:.:.:.:.:.:.:.:.:.:.:, :. :.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.: ::X :.:.:.:.:::
........... .'.*1................... .......... ........................... .or................. e. .................... .'.}". ........... ..~................... ...~r................... ."r..................... ...................... .................... .'~.'.....
II \ ic=J1 II ~ ~ ~ 1c=J1 ~
\ II II II II II I I
II ~ONT. IIBEARING II II
~
.L" BRACE Wi 10d I} 4" olC
(SEE SCHEDULE FOR SIZE
AND LOCA nON)
I
~
/TOENAIL W/ (2) 16d NAILS
10dd" o/c @ 6. O/C TYPICAL
!~"~4" OUTLOOKER @ 24" O.C.
/ WI (2) 10d PER JOINT
r M
\Zi. RUNNERS
12" MAX.
I
(;\
~
~
~
~ !;'~
IL I 6RACING REQUlREMENT5
- -
I
I
I
I
I
-4 L-
I
fi:\
W
fi:\
~
'"
.~ r-.~
STUD NO (1) 2.x4. (2) 2.x4. I (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.
~CISSOR GABLE - (1) 2"xS" #2 S.P,F. @ EACH VERTICAL AND
(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
~
.~
'~
~
-n 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
10dx3" NAILS @ 4" o/c.
r
r
AL TERNATE NON-DROP GABLE END DETAIL
II
II
II
II
Ir--
~OOT'~R~~ TW~:
H
ti
~
'LS1UDS @ 16" O.C.
H
II
5CALE: N.T.5.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WlND SPEED SPECIFlCAnON
SIMPSON HGA10
SIMPSON SP2
@ EACH S1UD
SCALE: N.T,S.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUC1URAL NOTES FOR WIND SPEED SPECIFlCAnON
5CALE: N.T.5.
/
~ SAMUEL A. GREENBERG, P.E. 4*3424S
D T~UY H ~UYNH P.E. 4*6g!22
D IRWIN J. BENSON, P.E. -4CjlS8
D All ABBAS ~AKIM, P.E. *'56186
:..>
::c
~
a-
n ::J:
St
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n co
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~"PSOO LSTmlW.
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I-- I---- ______ ~
I---- =::: ..:.>
""'-
2X4 BRACING @ 48. O.C.
CONTINUOUS TO FIXED LOCATION
ATTACHED W/ 2-10d @ EA. TRUSS
(NOTE: BRACING MAY BE PLACED ON EI111ER
TOP OR BOTTOM OF 111E BOTTOM CORD)
SEE STRUCTURAL NOTES AND NAILING \ r IBACKNAIL W/ (2) 16d NAILS
SCHEDULE FOR SHEATHING DETAIL
r2"x4" OUTLOOKER @ 24" O.C.
.L DG M"" . " TM
I II II ws. :t -~ ~SIMPSON H2.5 OR EQUAL
TOP CORD BLOCKING FOR FIRST FOUR RO rt @ EA. OUTLOOKER
OF TRUSSES r EDGES OF SHEA111INl TYPICAL I I .......-2X4 CONT"L" BRACE FASTENED W/
) V (2) 10d 3"@ 24" O/C. CMID HEIGHT
I v---2X4 KICKER@ 8'-0" O/C.
2"x4" CROSS BRACE >y 1"
AT RIDGE FASTENED I Ir"L" BRACE TO EXTEND AT LEAST
AT EACH JOINT WI I, 90% OF \NEB LENGTH (SEE TABLE)
II (2) 10dx3" SIMPSON #3 'vVlTH 8-8d
I V FROM LEDGER TP BLOCKING
1 M . " ,[\,;I' " . . &: VABLE TRUSS
~YPSUM WALL BOARD~ J : r .....--1/2. CDX PLYWOOD OR 7/16" OSB
2.x4" LEDGE (MATCH BOTTO V SHEA111ING ATTACHED WI 10d NAILS @ 6" O.C.
CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD
SCISSOR SS)
2.x4" PANEL BLOCKING @ 48" O.C.
FOR THE FIRST (4) ROWS OF TRUSSES ~
FROM EA. END TYP. BOTTOM CORD /It:!i
ATTACHED W/ (2) 16-d TOENAILS ~=.-
2"x6" P.T. SILL.....! / T T
1/2"rfJ ANCHOR BOLT @ 48" O.C....../ lLll
PrFT
"""\......
-rl'
GABLE TRUSS
TRUSS VERTICAL
ffi REVISED 08-15-03
& CREATED 01-02-02
r
TO TI-4E BEeT ~ TI-4E ENGINEER'e KNOWLED6E AND BELIEf, TI-4E
eTRUCTURAL PLANe AND ePEClflCATIONe COMPLY WITH TI-tE
fLORIDA BUILDING CODE, eECTION 1~0~ FOR 120 MPH 3 eECOND
GUeT, EXP05URE 'B' WIND ZONE (2001 EDITION),
Tl-4le DRAWING AND DEelGN Ie vALID FOR 12 MONT~ AFTER TI-lE
DATE IT Ie elGl\lED AND eEALED.
elGl\lED AND eEALED FOR TI-4E eTRUCTURAL PORTION ~ TI-lle
DRAUJING ONLY.
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.... (;)
-
-
U I
::>
on
~
~~
SCISSOR TlRUSS
aSl
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. ~
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:0 U
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-
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~~
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, I :o.l<"
~==:::..= j:
"l.;~
~
(2) 2"x8" "LIt BRACE FASTENED
WITH (3) 16d PER SIDE
DIAPHRAGM BLOCKING
_ f-@ 48" ole
... ....
.L.
OISTURE BARRIER
AS PER HIB 91
f1\
5CALE: N.T.5. ~
120 MPH
3 SEC. GUST
-
(' ~ \ ecALE NOTED LENNAR I-lOMES DRAUN 6.V.
I. TAMPA DIVI61~
fJ . DATE 112/t?>2 N:/BLOCKS/STD 2001
\ M~"fLO 2 21lo5 TRUSS 6RACING: DETAILS AND NOTES
'- \... DE Joe NO. PM - 5021 63 ..)
D AN5CO
ENGINEERING, FA.
p.o. sox 3~ - APOLLO ee~ - FLORIDA - 33&12
R40NE - (813) 640 12>166 FAX - (813) 640 ca6~
E6 4510 @~ESE DRA'MNGS AND DESIGNS ARE ~E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND TrlE
CUENT ON ~'S PRO,ECT. ANY REPROOUCT10N OR UNAU~ORIZED USE IS PROHISHED. - 2003
DE
"
~~,
1 \. ~I
I ~COSMETIC DROP CEILING FRAMING
5CI550R GABLE ITI BRACE
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFlCAnON 5CALE: N.T,o.
SECTfON
SIMPSON HETA20 OR EQUAL
@ 6'-0" O.C. TYPICAL
ALTERNATE SIMPSON LSTA18
STRAIGHT STRAP @ 4'-0" O/C
ALIGNED 'vVlTH GABLE WEB.
ATTACH TO TRUSS W/7-10dx1
AND TO MASONRY W/ (3)
3/16.x 2 1/4. TAPCONS.
1/2.
-
TUDS @ 16" O.C.
SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
SCALE: NTo
5CALE: N.T.5.
J
,
2 \
53 f
FfGURE I: FLAS~ING INSTALLATION
VALL SHEATHING~
RICKET AS
SPECIFIED
BY PLAN
ASP HAL T SEALANT:
EXTEND MIN, OF 6"
OUTSIDE OF FLASHING
GAL V, MTL.
'L' FLASHING
'"
'-D
:z
~
L
DDF SHINGLES
FIGURE 2: WALL FINIS~
TEXTURED, PAINTED
EXTERIOR \J ALL FINISH
HOLD EXTERIOR
FINISH 2" ABOVE
ROOF
FLASHING
6 TO 12'
PER PLAN
SPEC'S,
6' HIGH
DIVERTER
) FLASHING
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NOTE, IF RETROFIT FILLED CELL OR UPLIFT 5TRAP CONDITION5
EXCEED (3) PER PROJECT, CONTACT ENaINEER OF RECORD
FOR ADDITIONAL IN5TRUCTION.
GAL V, 'L' FLASHING
TYPICAL,
EXI5TlNa Ll-6LOCK WI 1 -S CONT,
(4) 5D5 '/.4'xlV2'
DRIP EDGE
DRILL )/.4 'X!;' MIN. HOLE
5ET 6AR IN EPOXY
eAP TO PREVENT LEAI<.AGFE
lISX6'EM6EDDED INTO
EXI5TlNa Ll.6LOCK LINTEL
FILL CELL FULL 1-lE1C,14T WI
NON-514RINK CaiROJT
SECTION
5CAl...E, NT5
CD
>-
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o
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u...
o
w
U
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u...
fo-
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u
3:
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(/)
4"% 5AWCUT
lISX6' EM6EDDED INTO
EXI5TlNa FOOTlNa
LlPl...IFT eAPACITY . ~~!; FOR I 5TRAP
. 1~ FOR 2 5TRAF5
MAUFACTURER - is S ROOFINiS PRODUCTS COMPANY, INC.
SAMUEL A. GREENBERG, P E. #34245
o Tf-iUY f-i. I4UYNH P E. ~0122
o IRWIN J. BENSON, PE. .4~158
o ALl ABBAS f-iAKIM, PE. ~6186
RETROFIT FILLED CELL DETAIL
N.T ,e,
FLAS~ING IN5T ALLA TrON
VHERE ROOF MEETS VERTICAL VALL
ROOF CRICKET:
MIN: 3:12 SLOPE
<REQUIRED AT
ALL LEVEL V ALLEY
LOCA nONS)
TEXTURED1 PAINTED
EXTER, VALL FINISH
6' X 18' H GAL V.
FLASHING CONT,
PLASTER STOP.
ROOF
SHINGLES
L:I
Z
.......
I
C/)
<I:
..-I
u...
~
0::
W
>
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6' ABOVE
VERTICAL RISE OF FLASHING
AT KNEEVALL
SEALANT
~
<Xl
-
6' X 18' H GAL V.
FLASHING CONT,
ELA5t-.+ING
~
NOTE: THIS DETAIL IS REQUIRED
AT ALL VERTICAL \J ALL INTERSECTIONS
\JITH ROOF V ALLEYS 8x ROOF CRICKETS,
6' HORIZ,
F ASH NG
ELAS~ING QETAll AT CRICKET/KNEEWALL INT~CTION.
FILEREF: <SD4)KNGSTN,FLSHDET /SD (NO SCALE)
PROPER INSTALLATION
~..
....
....
....
....
....
~ :f:2'
; 'fill'"
;;
;;
~
36'
.
.
AIL SHINGLES V / 11 DR 12 GAUGE ROOFING
NAILS, 3/8' MIN HEADS, 6 PER SHINGLE,
.
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ROO~
.
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() \'(\e c.y...e ~'(\ <..\.'3
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~~ () Of. ~ (\0
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S~INGLE DETAIL
N.T.eo,
MAX. 8"
#5 REBAR (TYP,)
STID. 90' HOOK (TYP.)
NOTCH ~B AT l11E FIRST 2 COURSES
:f:5
FILLED CELL PER FOUNDA nON PLAN
UNACCEPTABLE INSTALL TION ;;
DO NOT DO T~IS ;'
;
#5 REBAR (TYP.);;
;;
;;
;
; fTID. 90' HOOK (TYP.)
4'
FILLED CELL INSTALLATION
SCALE: N.T.S.
PRODUC T CONTROL NOTICE OF ACCEPTANCE
MIAMI - DADE COUNTY, FLORIDA
ffi REV1SED 08-15-03
ill CREATED 02-27-02
120 MPH
3 SEC. GUST
PRODlJC, T ACCEPTANCE 1* EXPIRATION DATE:
FIREHALT 2000 01-0503.03 06 I 14 I 2006
FIREHAL T 2000 AR 01-0503.03 06 I 14 I 2006
LANDMARK 30 01-0503.03 06 I 14 I 2006
LANDMARK 30 AR 01-0503.03 06 I 14 I 2006
LANDMARK 40 01-0503.03 06 I 14 I 2006
LANDMARK 40 AR 01-0503.03 06 I 14 I 2006
FIGU
3: CO
I-PI... '( PRE-ENGINEERED Tf<1lee
51MPeON HM~ 5TRAP
EXI5TlNa FOOTINC,
FlAS~ING INSTAllATION
N.T.5.
TO TI-4E BE5T OF TI-4E ENGINEER'5 KNOJJLED6E AND BELIEF, TI-4E
5TRUCTURAL PLANe AND 5PECIFICATION5 COMPLY WITI4 TI4E
FLORIDA 6UILDING CODE, OECTION 1606 FOR 120 MPH 3 5ECOND
GUeT, EXPOOURE 'B1 W[ND ZONE (2001 EDITION).
THI5 DRAWING AND DE51GN 15 vALID FOR 12 MONTH5 AFTER THE
DATE IT [5 516NED AND 5EALED.
51C::NED AND OEALED FOR TI4E 5TRUCTURAL PORTION OF THI5
DRAWING ONL y,
D E DANSCO
ENGINEERING, FA.
p.o. 60X ~ - APOLLO 6E~ - A..ORIDA - 33'12
~ - (813) 649 0166 FAX - (813) 649 ~~
e6 A I:.IA\ f(\111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND 111E
...,...., -- ~ CUENT ON 1111S PROJECT. ANY REPRODUCnON OR UNAU1110RlZED USE IS PROHIBI1ED. - 2003
LENNAR ~OME5
5CAlE NOTED
DATE 2121/(2)2
TAMPA DIVISION
D~ ev.
N:/BLOCKS/STD 2001
FRAMING CONNECTION5 1i EXT. UJALL5
DE Joe NO. PM - 5021
83.1
MASONRY WALL (DESIGNED AS CANTILEVERED)-
SCISSOR TRUSS
~
1/4" TO 1 /2" GAP BETWEEN
TOP PLATE & TRUSS
:;=-;
..-r
I H::::: ~--- SIMPSON A44 W/ 8-
>-- ~ 10d @ EACH TRUSS
L _ ---------I----- WOOD FRAME EXT. WALL
-------------- --- S IMP SON S P 2 @
" EVERY OTHER STUD
x
<(
:::E
."
1 /2" NOMINAL PLYWOOD OR O.S.B.---------- J.-......
NAILED W/ 8d NAILS @ 4" O.C. I tv---
BOUNDARIES, 6" O.C. EDGES, V\j
& 12" O.C. FIELD
.
o
I
in
"'- 2x8 STUDS AT 16" O.C.
tv--- _ SIMPSON SP1 @
/' 4 -(; ~ EVERY OTHER STUD
.' _____- K.O. BLOCK W/ (1)
-------. #5 CONT. & FILLED
~ 1-"--
i-l"1 ~ ~
;:::.:= ~ 1/2" DIA. x 8" "J" BOLT @
~ t 48" O.C. W/ 2" DIA. x 3/16"
f- f- PLATE WASHER (TYPICAL)
f- -
~~ == ~ 1" x 2" P.T. FURRING STRIP
l-
I-
f--
I-
MASONRY WALL (DESIGNED AS CANTILEVERED) - ~
l-
f--
-
f-
f-
f-
f-
f-
f-
f-
NON-BEARING EXT. KNEE-WALL f6\
5CALE: 3/4' " 1'-0" 6'57
~
f-l{ f- -----
I- V
V
NON-BEARING EXT. KNEE-WALL J
SCALE: 3/4' = 1'-0' ,
A
6'5 r
f\.-
SCISSOR TRUSS
!..........
f-
:z
<5
-:>
REFER TO SECTION 1 A ON SHEET
r S5 FOR X-BRACING, AND TOP
) CHORD BLOCKING INFORMATION
,1/////
/f/
/ 1/4" TO 1 /2" GAP BETWEEN
/ / / / TOP PLATE & TRUSS
/ /
/ /
=iX / SIMPSON A44 W / 8-
/ 1 0 d @ 48" O. C.
::t<l
C ~ WOOD FRAME EXT. WALL
.. ~ SIMPSON SP2 @
EVERY OTHER STUD
Cl::
~
o
o
o
~
-.J
n...
n...
<(
-.J
1/2" NOMINAL PLYWOOD OR
O.S.B. NAILED W/ 8d NAILS @
4" O.C. BOUNDARIES, 6" O.C.
~ EDGES, & 12" O.C. FIELD
~ ~ 2x8 STUDS AT 16" O.C.
tv-- ~ SIMPSON SP1 @
/' ---\j / / EVERY OTH ER STU 0
:-: V K.O. BLOCK W/ (1)
~ I- #5 CONT. & FILLED
~"1 ~
= ~ ~ 1/2" DIA. x 8" "J" BOLT @
= t: 48" O.C. W/ 2" DIA. x 3/16"
- f- PLATE WASHER (TYPICAL)
....... - I-
== ~ ~ 1" x 2" P.T. FURRING STRIP
...- !.----
- I-
- f-
- -
- -
f- -
f- -
f- -
f- -
slt/V
,-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
WOOD TRUSSES
8d @ 6"0/C
/; 2 x 4 BLOCKING W/(2) 10d TOE
/NAILS @ EACH END @ 24" O/C (TYP)
/,BRACING W/(3) 10d x 3"
/ @ EACH CONN. @ 24" O/C
IX\." /I'x ~
~
2 x 4 CROSS BRACE
AT RIDGE FASTENED
AT EACH JOINT W/
(2) 10d x 3"
..01'"
..~
~
~
:.>
::c
::l
___2 x 4 @ 24" O.C.
-- 2 x 4 NON-STRUCTURAL
FRAME KNEEWALL
~2 x 4 P.T.
""-- MOISTURE BARRIER
, ""-BOND BEAM
~ MASONRY WALL
~ 4.2R INSULATION
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"xS" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
a..
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ATTACHED W / (2) 16d TOENAILS
INTO BOTTOM CHORD.
~.
SIMPSON A34
W/4-8d x 1 1/2" INTO
BLOCKING & (2)
3/16" DIA. x 1 3/4" TAPCONS
INTO BOND BEAM.(l 7/8"
EDGE DIST MIN.)
'L I BRACING REQUIREMENTe
D ~
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-
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=
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LATERAL CAPACITY
(157 PLF) ""=45~ -65~
'oj
AL T.
--=--
E\
6'5 I
EXT. WALL CONN. -a)
NON - LOAD BEARING LOCATION I
REFER TO DETAiL A/51 FOR MORE INFO. N.T.5. ,
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
10dx3" NAILS @ 4" O/C.
:t.) CD
- ...,
:t.) C
~C1
g-;
~ CD
:00
-
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SIMPSON H 1 0 OR EQUAL,
@ EA. OUTLOOKER \
~2X4 OUTLOOKER
, N
x
.
.
~
I-
24' MAX
-
GABLE END DETAIL AT ~IP VAUL T ~
SCALE: N.T.5. ~
F
S!?
-
-=-
-
-
-
-
-
-
-
-
CANTILEVERED) -------- =
-
-
-
-
MASONRY WALL (DESIGNED AS
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
~! ~i
/ /' SCISSOR TRUSS
'" ~" ./
,-
1'-" ./ __ /"'
/ "/./ 24" O.C. ON TOP OF BOITOM
././ "^ "" CHORD FOR (4) TRUSS SPANS
V ././ "" ' AITACHED W/ 2-16d @ EACC
./ /./ /./" TRUSS JOINT
/./ " "
./ I'--
./ "
/ ' 2" X 4" BLOCKING END NAILED
V- W/ 2-16d @ 24" O.C. (MAX.)
I 1 I ..-
~l ~~ 2" X 4" BLOCKING (TURNEC
'.' FLAT) NAILED TO TOP PLATE
.. W/ 5-10d NAILS
"
"
,I
'\
"
~ WOOD FRAME EXT. WALL
~ SIMPSON SP2 @
~ EVERY OTHER STUD
~ Lr ~'---- 2x8 STUDS AT 16" D.C.
tv-- x I'---- 1 /2" NOMINAL PLYWOOD OR
__ \"J ~ O;,S.B. NAILED W/ 8d N~ILS @
/ b 4 O.C. BOUNDARIES, 6 O.C.
~ ~ EDGES, & 12" O.C. FIELD
,- SIMPSON SP 1 @
EVERY OTHER STUD
-l ~
'-" -
~'-t ~
~
I-
~
l-
I-
~
l-
I-
~
K.O. BLOCK W/ (1)
#5 CONT. & FILLED
l-
I-
l-
I-
1/2" DIA. X 8" "J" BOLT @
48" O.C. W/ 2" DIA. X 3/16"
PLATE WASHER (TYPICAL)
- I-
- '-
- I-
- I-
~f/ -----
1" X 2" P.T. FURRING STRIP
NON-BEARING EXT. KNEE-WALL I
5CALE: 3/4' = )'-0' ,
-=-
C\
6'5 1
, /'
./- " ./~
" / / r WOOD TRUSSES
SIMPSON A34 CONNECTOR /:>"X V .,r-2x4 Rf.'T RUN BRACING
VV/4-8d X 1 1\2" I~HO BLOCKI~~0 ~"~"'jV AT 24 O.C. ON TOP OF
() /" /" " ./ " BOIT. CHORD FOR 4
& 2 3 16 X 1 3 4 TAPCONS INTO ~ /< TRUSS SPANS AITACHED
PRECAST (NOTE: MAINTAIN MIN. '" / W/ 2 - 16d AT EA. TRUSS
1 7/8" EDGE DIST. ON PRECAST) X "",,-' "- X JOINT
~ - - 2x4 BLOCKING @ 24" O/C
W/ 2 - 16d TOENAILS @ EA.
1 \2" HIGH STRENGTH OR 5/8" GYP. ~ -~-- MASONRY WALL
WB W/ 1 3/8" DRYWALL NAILS OR __
DRYWALL SCREWS 7" O/C CEILING = =----ARCHITECTURAL FINISH
& 8" O/C WALLS _= ~-
@ 24" O.C.
TO THE BE5T OF THE ENGINEER'5 KNOUJLED6E AND BELIEF, THE
eTRUCTURAL PLANe AND oPECIFICATIONe COMPLY WITH THE
FLORIDA BUILDING CODE, 5ECTION '~0~ FOR 120 MF1-4 .3 6ECOND
GUOT, EXF06URE '6' WIND lONE (20~1 EDITION).
T1-415 DRAUJINU AND DE516N 15 vALID FOR 12 MONT1-4e AFTER T1-4E
DATE IT 16 6lGNED AND 6EALED,
51GNED AND 5EALED FOR THE 5TRUCTURAL FORTION OF T1-416
DRAUJINU ONLY.
~
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
END
EXT. WALL CONN. -a) ~
NON - LOAD BEARING LOCATION ( D \
REFER TO DETAIL A/51 FOR MORE INFO. 5CALE: 3/4' = \'-0' ~'
/
(10 SAMUEL A. GREENBERG, PE, ~4245
o T~U,,( ~. ~U,,(NH P E. ~0122
D IRWIN J. BENSON, P E. -4~158
D All ABBAS ~AKIM, P E. 415~ 18~
/'
D E DANSCO
ENGINEERING, FA.
p.o. BOX 3400 - APOllO eEACf4 - FlORIDA - 33&12
PI-.fONE - (813) 64& 0166 FAX - (813) 645 <a6~
e6 .AalAl fC\mESE DRAWINGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND mE
""1';;1 ~ ~CUENT ON mls PROET. ANY REPRODUC1lON OR UNAumORIZED USE IS PROHIBITED. - 2003
"'\
r 4:;' OM IN
I~~ '- IX \ ~IX X I
~ -~-TOP CORD BLOCKING FOR FIRST FOUR ROWS..../
( ~~K<:~ -- OF TRUSSES@EDGESOFSHEATHINGTYPICAL
TOENAIL W/ (2) 16d NAILS .,- 2 x 4 "T" ON TOP OF PANEL ij
~~ I ~"~I BLOCKING, FASTEN WITH : ,.....--1/2" COX PLYWOOD OR 7/16" OSB
I~ ...........,... I I I ~ ............... I I I I I 10d x 3" @ 4" O/C 1$ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
Xr~r\ I I ~] 1/ I T ~N I/~' ~ I EDGES AND 12" O.C. FIELD
I ........--GABLE TRUSS
'--4:;,oMIN ~ !$
CEILING - ~x : .....---"L.. BRACE TO EXTEND AT LEAST
RIDGE ~~ 2 x 6 P.T. k 90% OF WEB LENGTH (SEE TABLE BELOW)
INTERIOR HIP VAULT; - ~ SILL t$
6: 12 SLOPE CENTER _ I
AND 3: 12 SLOPE SLIDES. X I
~ ~ $ 10d x 3" @ 3" O/C THROUGH
J / CHORD INTO 2" x 6" P.T. PLATE
5/8" OR 1/2" CEILING DENSE '- Y
GYPSUM WALL BOARD FASTENED < ,,-- ~C6~R ~JEAJ~~~~RY.
WITH 8d COOLER NAILS OR 1 1/ 4"T' ~ ;(:..
LONG DRYWALL SCREWS COMPLYING /~ \.- MOISTURE BARRIER.
WITH ASTM C 1002 FOR FIRST 8'-0"
FROM END WALL @ 4" O/C TYPICAL '- I- ~ USP LTPA @ 48" O/C (TYP.)
~ ~
~ ~
1/2" DIA. BOLT @ 24" O.C. ~ ~
MINIMUM 6" FROM PLATE SPLICES
W/ 3/16" x 2" DIA. PLATE WASHER
~ CREATED 01-02-02
120 MPH
3 SEC. GUST
t "'\ 5CAJ..E NOTED LENNAR 1-l0ME5 DRAUN B.V.
1)11 \ DATE 1J2/02 TAMPA DIY161GIN N: /SlOCKS/STD 2001
\ .lAy 0 2 2005 FRAMING CONNECTION5 6 EXT. WALL5
'- "" DE JOB NO. PM - 5021 && ~
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEATHING DETAIL ~
L~ DIJ
I II' ,", II /
TOP CORD BLOCKING FOR FIRST FOUR ROWS .../
OF TRUSSES E) EDGES_~OF~SHEATI1I~G TYPICAL
2x4 CROSS BRACE I
@ 48" O.C @ EACH JOINT ,I
W/(2) 10dx3" .......
/TOENAIL W/ (2) 16d NAILS
r2x4 OUTlLOOKER @ 24" O.C.
DIJ
~~SIMPSON "'0 OR EQUAL
I @ EA. OUTlLOOKER
1
1 124' MAX. .
1 "L" BRACE TO EXTEND AT LEAST X
1 90% OF 'NEB LENGTH (SEE TABLE ON SHEET S3) <tr:
ATTACHED W/ 10d NAILS @ 4" O.C.
1 a
I ___VERTlCAL 'NEBS @ GABLE END ~
I~ ~ ARE @ 16" O.C. (:\)
2x4 PANEL BLOCKING @ 48" O.C. ~ I V 1/2" CDX PLYWOOD OR 7/16" OSB
FOR THE FIRST 8'-0" OF END WALL 1 SHEA1l11NG ATTACHED W/ 10d NAILS E) 6" O.C.
FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
ATTACHED.W/ (2))~d TOENAILS \ 1 V(2) 16d, ONE ON EACH SIDE OF", BLOCKING
I DIJ I.. I I I, , I I /tl "-:~ ~DBL. 2X4 HEADER
2x4 "T" ON TOP OF PANEL J SIMPSON HH~O / : :1: SIMPSON DTC@16"0.C.W/(2)8d
BLOCK~~~,X;'~~~" ~,Z OR EQUAL / I VTO BOTTOM OF GABLE &: (4) 8d INTO
SIMPSON SP2 L I 2 X 6 SILL PLATE
OR EQUAL .-:.... ~
. 2X4 W/ (4) 10d r~ ,--
}i1~T EACH END ./ ~ "-C.J. SIUCON 1/'" GAP
~ ~ KNOCK-OUT BLOCK W/ (1) #5 CONT.
(1) SIMPSON H3
2x6 P.T. SILL PLATE --' 2X4 SPF FR~ME WALL l ~ 1
w/ 1/2" DIA. BOLT @ 48" STUDS @ 16 O.C. . H I
O.C. &: 6" FROM PLATE MAX.
SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/1S"~ _ n I
X 2" WASHER x2 1/4" TAPCONS @ 12" a.c. (MAX.) I I
(1) ROW 2X BLOCKING @ T lL--l
MID-HEIGHT FOR WALL rr I
HEIGHT < 8'-6" AND (2) ---.J II I
(j ROWS @ 1/.3 PTS. FOR ~ =P 2X4 P. T. W/ 1/2"0 "J"
ill WALL HEIGHTS> 8'-6" I IV BOLTS @ 24" O.C.
SIMPSON SP1 ~ =*
OR EQUAL .~ II I SEE SECTlON A/S1 FOR TYPICAL
SEE SECTlON A/S1 .4 4 FOUNDATlON AND BLOCK WALL
FOR SLAB OETS. \ 11 1 V _ DETAilS
.{==- =- ~J
,,~ ,h-
~ ~~ ~~>~ ~ ~>>'>>
\~~~i ~ ~0<<
/~~ ~ ~~~
<<<<<<"C ~/
/~~~~V/(/'
'''y>;y~/~./,
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEATHING DETAIL
I
L~ t4 ,
I I r ."' II .J
TOP CORD BLOCKING FOR FIRST FOUR ROWS
Of TRUSSES @ EDGES, ~AIING TYPICAL
2x4 CROSS BRACE "'" ""'!
@ 48" O.C @ EACH JOINT ........
W/(2) 10dx3"
/TOENAIL W/ (2) 16d NAILS
r2x4 OUTlLOOKER @ 24" O.C.
"~ DIJ
jys,x 1
\SIMPSOr-, H10 OR EQUAL
@ EA. CUTlOOKER
24' MAX.
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEATHING DETAIL ~
t R~ DIJ
I 11'."' II /
TOP CORD BLOCKING FOR FIRST FOUR ROWS J
Of TRUSSES E) EDGES, ~AIING TYPICAL
2x4 CROSS BRACE "'" ""'!
@ 48" O.C @ EACH JOINT "
W/(2) 10dx3"
/ TOENAIL W/ (2) 16d NAILS
/ r 2x4 OUTlLOOKER @ 24" O.C.
DIJ
" "F.'
jy
2x4 ", ON TOP OF PANEL
BLOCKING, FASTEN WlTH
10dx3" @ 4" O/C
___VERTlCAL WEBS @ GABLE END
~ ARE @ 16" O.C.
~ 1/2" CDX PLYWOOD OR 7/16" OSB
2x4 PANEL BLOCKING @ 48" O.C. ~. ~ SHEA1l11NG ATTACHED W/ 10d NAILS E) 6" O.C.
FOR THE FIRST 8'-0" OF END WALL ,./ EDGES AND 12" a.c. FIELD
FROM EA. END TYP. BOTTOM CORD '
ATTACHED W/ (2) 16-d TOENAILS ' ---<2) 1Sd, ONE ON EACH SIDE OF ", BLOCKING
I / / ' /" ~(2) 1Sd
I D / I ." I I I' I 1__" ~-:f __DBL. 2X4 HEADER
SIMPSON H1 0 ~ -----1:: :
OR EQUAL SIMPSON SP/------- 1./
OR EQUAL ! "/( )
SIMPSON DTC @16 O.C. W 2 8d
-,I .......... TO BOTTOM OF GABLE &: (4) 8d INTO
2X4 W/ (4) 10d : d / 2x6 SILL PLATE
~AT EACH END r.;~ ,,-
l::1l, "'-C.J. SILICON 1/4" GAP
2x6 P.T. SILL PLATE ./ IT'
W/ 1/2" DIA. BOLT @ 48" 2X4 SPF FRAME WALL---./' W KNOCK-OUT BLOCK W/ (1) #5 CaNT.
O.C. &: 6" FROM PLATE STUDS@ 16" ~.C. ~ /"""'CONC LINTEL w/ (1) #5 CONT
SPLICES W/ 3/16" MAX. ~. :.-/ - . .
X 2" WASHER SIMPSON SP2 l:::)
OR EQUAL 1
DBL 2X8 w/ 1/2" PLYWD. FLITCH PL. w/ SIMPSON LSTA18 I 1
(OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d
INTO DBL. 2X8 ON EACH SIDE OF WINDOW
~"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
(()
2x4 PANEL BLOCKING @ 48" O.C.
FOR THE FIRST 8'-0" OF END WALL
FROM EA. END TYP. BOTTOM CORD
ATTACHED W/ (2))~d TOE~AILS 1\
IDIJ/I." I 1t4 I'
I
~ ! I"5<'r"
SIMPSON H10 ~. " .
OR EQUAL SIMPSON SP2---- _ ; "I'
OR EQUAL Z :
2X4 W/ (4) 10d
AT EACH END
:7-.
I 'L SIMPS01 H10 OR EQUAL
I @ EA. UTlOOKER
1 /4' MAX.
I "L" BRACE TO EXTEND AT LEAST X
1 l-.------ 90% OF 'NEB LENGTH (SEE TABLE ON SHEET t
1- S3) ATTACHED W/ 10d NAILS @ 4" O.C.
1 VERTlCAL 'NEBS @ GABLE END ~
~ ARE @ 16" O.C.
~ II ,,- ~~i;1l1;~GX A~~~~DO~/ ~~d 7~iL~" E)Oi"B D.C.
EDGES AND 12" O.C. FIELD
J ~2) 1Sd, ONE ON EACH SIDE OF ", BLOCKING
'___tl ,,-:1:1 ~DBL. 2X4 HEADER
I
(()
. of;
jy
2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WlTH
10dx3" @ 4" O/C
a
~ X
1-<:(
0\1:
SIMPSON DTC @16"0.C. W/(2) 8d
TO BOTTOM OF GABLE &: (4) 8d INTO
2 X 6 SILL PLATE
~ X
1-<:(
0\1:
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WlNDOW
OPENING (DBL 2X4 EA. SIDE FOR WlNDOWS W1DER THAN
36")
CONC. SILL
X
~
r:
a
~
1
2x6 P.T. SILL PLATE - 8 "'= C.J. SILICON 1/4" GAP
W/ 1/2" DIA. BOLT @ 48"
O.C. &: 6" FROM ~LA TE / r-r KNOCK-OUT BLOCK W/ (1) #5 CaNT.
SPL~CES W/ 3/16 2X4 SPF FRAME WALL--./" _, . I I
x 2 WASHER STUDS@16"'%'C' tf.A ~V- CONC. LINTEL W/ (1) #5 CaNT.
MAX. m l:::)
SIMPSON SP2 1 Jl
OR EQUAL '/ 1
DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 .~.,
(OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d "-
INTO DBL 2X8 ON EACH SIDE OF WINDOW
2X4 P.T. SPACER : I v
2X4 SPF FRAME WALL STUDS ON EACH SIDE OF W1NDOW -I I
OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WlDER THAN
36")
MANUFACTURED W1NDOW W/
FRAME. SEE DET. B/S2 FOR
HEADER &: SILL DETAILS
~ X
,-<:(
0\1:
-
~
SEE TYPICAL GABLE END BALLOON
FRAME DETAIL FOR FRAMING DET-
AILS BEYOND W1NDOW (SEC. A/S6)
T1-=
j
1
1
1 II I J
I II I MASONRY WALL (DESIGNED
I II I AS CANTlLEVERED)
I II I ~RE-BAR BEYOND - SEE FILL CELL
~ I II.-t----- ON PLAN
I III I 2X4 P.T. W/ 1/2"0 "J"
I I" '/ BOLTS @ 24" O.C.
I III I
1 I I:~ j SEE SECTlON A/S1 FOR TYPICAL
1 I :Z-FOUNDA TlON AND BLOCK WALL
SEE SECTlON A/S1 1 11 I DETAILS
FOR SLAB DETS.,\ l~J T:: I
~=-~ii I
~'\~~'{,,"'\~ ~J~ I~~
~):Y)?,ij) ~ ~'/)}Y))/
'</~~, ~~"y
/~~"- ~ >>%~'-:
~'<~ ~/
///~~~~~~.
'''Y>V/y~/'
MANUFACTURED W1NDOW W/
FRAME. SEE DET. B/S2 FOR
HEADER &: SILL DETAILS
2X4 P. T. SPACER
CONC. SILL
X
~
r:
a
~
I
N
MASONRY WALL (DESIGNED
AS CANTlLEVERED)
X
<t
r:
.
~
I
-
N
2X4 TOP PL. ./ II I]
/ III MASONRY WALL (DESIGNED
2X4 P.T. SPACER -./ II I AS CANTlLEVERED)
+8. --- RE-BAR BEYOND - SEE FILL CELL
L/ I ---- ON PLAN
2X4 SPF FRAME WALL
STUDS @ 24" O.C. liL1
MAX. 1TT
2X4 P.T. SPACER ~ lL
2X4 P.T. W/ 1/2"0 "J"~ 1TT1
BOLTS @ 24" O.C. #+ SEE SECTlON A/S1 FOR TYPICAL
;L FOUNDATlON AND BLOCK WALL
SEE SECTlON A/S1 II DETAILS
FOR SLAB DETS. 1 " III I
.{==-=- ~ I ~
~~~ ~ ~~~
'>~M" · · ~~~
/~~ r-\~~
/~~~~~~'\
'''Y>;Y/y~/'
NOTE:
NOTE:
NOTE:
SEE SECTlON D/S1 FOR
FRAME TO MASONRY WALL
CONNECTlON @ 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 1i) GABLE END
NOT TO &CALE
fA\
\!:!Y
AL TERNATE BALLOON FRAME 1i)
NICHE WALL DE&IGN
GABLE END OvER WINDOW (;;\
NOT TO &CALE ~
AL TERNATE BALLOON FRAME 1i) GABLE END OvER WINDOW
FLU&1-4 WALL DE&IGN
NOT TO &CALE
fZ\
\!:!Y
Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-IEDRAL CEILING.
Tl-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-IAT
I-4AS BEEN DESIGNED TO MEET TI-4E STRUCTURAL REQUIREMENTS OF Tl-IE FLORIDA BUILDING CODE 2001,
INCLUDING Tl-IE SPECIAL WIND PROviSIONS GIVEN IN SECTION 2111.
TI-11S DESIGN IS FOR A MASONRY 1-10ME WITl-I A GABLE ENDWALL ADJACENT TO A CATl-IEDRAL CEILING.
Tl-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-IAT
l-IAS BEEN DESIGNED TO MEET Tl-IE STRUCTURAL REQUIREMENTS OF Tl-IE FLORIDA BUILDING CODE 2001,
INCLUDING Tl-IE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
Tl-IIS DESIGN IS FOR A MASONRY l-IOME WITI-1 A GABLE ENDWALL ADJACENT TO A CATl-IEDRAL CEILING.
Tl-IE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM TI-4AT
I-4AS BEEN DESIGNED TO MEET Tl-IE STRUCTURAL REQUIREMENTS OF Tl-IE FLORIDA BUILDING CODE 2001,
INCLUDING TI-4E SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111.
Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
D I A Pl-I RAG:M.
Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
D I APl-IRAG:M.
Tl-IE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM Tl-IE FLOOR TO Tl-IE ROOF (OR CEILING)
DIAPl-IRAG:M.
.>
IC
:)
/
1af SAMUEL A. GREENBERG, P.E. i34245
D Tl-tUY H l-tUYNl-t, P E. ~0122
D IRWIN J. BENSON, P.E. -4~158
D All ABBAS l-tAKIM, PE. 4*Sb18b
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& CREATED 05-22-02
TO TI-IE BEST OF TI-IE ENGINEER'S KNOUJLEDGE AND BELIEF, TI-IE
STRUctuRAL PLANS AND SPECIFICATIONS COMPLY WITI-I TI-IE
FLORIDA BUILDING CODE, OECTION 1~0~ FOR 120 MPI-I 3 SECOND
GUST, EXPOOURE 'B' WIND ZONE (2001 EDITION).
TI-IIS DRAWING AND DESIGN IS vALID FOR 12 MONTI-IS AFTER TI-IE
DATE IT /S SfGNED AND SEALED,
SIGNED AND SEALED FOR TI-IE STRUCTURAL PORTION OF TI-IIS
DRAWING ONLY.
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p.o. eox ~ - APOLLO ~ - FLORIOA - 33012
R-IONE - (813) 64& 0166 PAX - (813) 640 <a6<a8
E6 4&10 f[\ THESE DRA\t'lNGS AND DESIGNS ARE THE JDlNT PROPERTY OF DANSCO ENG1NEER1NG, P,A. AND THE
\'::;JCLlENT ON TH1S PRllHT. ANY REPRODUCTION OR UNAUTHJRlZED USE IS PRoH1BITED, - 2003
DE
~
120 MPH
3 SEC. GUST
fl;~ ec~E NOTED
:' DATE 5122/02
~ :I 2005
LENNAR 140MEe
T.6MPA OIVISION
DRAlLN 6.V.
N:/BLDCKS/STD 2001
6ALLOON FRAMING DET AILe
DE J06 NO. PM - &021
56
~
\....
MODEL: 110RW4 (25 GA. STEEL
MODEL: 120RW4 (24 GA. STEEL
REV DA TE
01 9/27/1999
02 12/01/1999
03 1/2000
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)
SKIN)
SKIN)
OPTIONAL DSB GLASS OR
1/8" 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. Tl-IICK
3" TALL U-BAR
20 GA. GALV. STEEL
50 KSI MIN,
r
r 3' TAU x 20 CA. CALV.
S1tH U-BAR. ONE U-BAR
PER SECTION. EACH U-BAR ATIACHED
WrTH TWO 1/4.x3/4. SE1.5 TAPPING
SCREWS PER STILE LOCATION.
(1) INTERMEDIATE STILE
ATTACHED W/ TOG-L-LOC (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
D 3" r-
1-7/8" p
T
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.
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1-5/8" WOOD LAG SCREWS.
rr=
15 GA. CALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATIACHED W/(3)
#14x5/8. SHEET METAL
SCREWS.
'0
I
Co
f-
:r:
<-'
W
:r:
co::
o
o
Cl
DOOR
HEIGHT "L"
6 -6 70
7 -0 76
7 -6 82
8 -0 88
TRACK CONFIGURATION
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
f-
:r:
<-'
W
:r:
co::
o
o
o
1 4 GA. GAL V. STEEL
END HINGE. EACH
FASTENED TO END
STILES W/(4) #14x5/8.
SHEET METAL SCREWS
de (4) 1/4.x3/4. SE1.5
TAPPING SCREWS.
f- "L"
:r:
<-'
W
:r:
<-'
z
Z
w
Q..
o
2" GALV. STEEL TRACK,
MIN. TRACK THICKNESS: .060"
ONE 3" TALL x 20 GA.
50 KSI MIN. U-BAR
PER DOOR SECTION.
&
:1
:::E
END---....
STILE
r SLIDE BOLT
i LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
iNSIDE SLIDE BOLT
LOCK OPTION
NUAIR SIN6LE HUN6 HINDON SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
DESI6N
PRESSURE (PSF)
DESI6N
SlJGTION (PSF)
-80.0
-80.0
CALL SIZE
MANUFACT1JRER SERIES #
END
STILE
IA2SH (1/2 32SH)
225+1
32SH
IA3 (1/2 33SH)
23SH
33SH
IA4SH (1/2 34SH)
24SH
34SH
IA5SH (1/2 355+1)
25SH
355+1
IAo5+1 (1/2 305+1)
20SH
30SH
2020SH
3020SH
4020SH
2030SH
3030SH
4030SH
2040SH
3040SH
4040SH
2050SH
3050SH
4050SH
2000SH
3000SH
4000SH
'100
ClOO
ClOO
ClOO
ClOO
ClOO
ClOO
'100
ClOO
ClOO
ClOO
ClOO
ClOO
'100
'100
'100
ClOO
ClOO
ClOO
'100
ClOO
'100
ClOO
ClOO
ClOO
'100
ClOO
ClOO
ClOO
'100
TYP, 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED).
1-
I
LOCATION OF
OPTIONAL VENTS
OPTIONAL OUTSIDE KEYED LOCK POSITION
MAX. DOOR W'IDTH 9'0'
# 14x5/8" SHEET METAL SCREWS
13 GA. CAlV. STEEL BOTIOM BRACKET
ATIACHED WITH TWO #14x5/8.
SHEET METAL SCREWS.
ALUMINUM EXffiUSION
de VINn WEATl-IERSTRIP.
NOTE l'
DOORS UP TO 7' -0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
1/4"x3/4" SELF
TAPPING SCREWS,
14 GA. END HINGES
VIEW "B"
SECTION A-A (SIDE VIEW)
1 8 GA. INTERMEDIATE HINGE
VIEW "c"
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
1/4"x4" TAPCON SCRE'NS ON 24" CENTERS (2,000
PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1-1/4" 0,0, MIN. WASHERS REQUIRED
20 GA. GALV. STEEL I~NTE~R' STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD.
~ 18 GA. GALV. STEEL CENTER HINGE
F.ASTENED TO INTER. STILES W/(4)
#14x5/8" SHEET METAL SCREWS.
OUTSIDE KEYED
HAN D LE
END
STILE
2x6 YELLOW PINE JAMB
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
20 CA. f..mJ. CALV. STEEL END STiLE
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE)
OPTIONAL 10 SCREW
WINDOW LITE
SECllON B-B
MOLDED INSIDE
LITE RETAINER
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INTER.
STILE
12 GA. GALV. STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMB..../"
WITH ONE 5/16"x1-5/8" LAG SCREW
PER TRACK BRACKET.
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
OUTSIDE
HANDLE
2" GALV. STEEL TRACK FASTENED TO
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.
14 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 PER END HINGE.
INSIDE HANDLE
SHORT STEM, 10 BALL STEEL ROLLER.
JAMB CONFIGURATION
SECTION C-C
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
DESIGN LOADS: +250 P.S,F. & -32.0 PS.F.
TEST LOADS: +37.5 PS.F. & -48.0 P.S.F.
REV,
03
PREPARATION OF JAMBS BY OTHERS.
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND iN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON
THIS DRAWING,
DES, BY
MW'N
lH:CKED BY
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
llRA YlNG NIl.
101979
MW'N
DESCRIPTION
SINGLE CAR MODEL 110RW4 & 120RW4
+25.0/-32.0 PSF DESIGN LOAD
TED AREAS DENOTES AS1l'1 EI300 LIMITATIONS AS REQlJIRED BY FBc.
DATE SCi>LE:
8/26/99 NOTED
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" LAG SCREWS ON 24" CENTERS. 1-1/4" O.D. MIN.
WASHER REQUIRED LAG SCREWS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
MAX. DOOR SIZE 9'0"W X 8'0"H
Clopa)' e...1dil'l9 Product8 Compof\)' .. R"'QhtI Rnor......
Th. (]fTUn~m.ntl depi~ herein ar-. u.. 801. proD<<tv
of ttt. elopay Bl,jjkf"'9 Product. Compony and may. I'lO'f.
t.. reprodUced in any form withololt rt. written pormiss;on.
CBPe
(513) 381-4800
312 WALNUT STRfE:T6 SUITE 1600
CINCINNA TI. OH 452 2
DMafon at ClofX1Y 8uDdI"g Producfa
NUAIR HORIZONTAL ROLLER NINDON SCHEDULE
TESTED PER ANSI/AMMA/NHHDA /01 IIS2
MODEL: 110RW4 (25 GA. STEEL SKIN)
MODEL: 120RW4 (24 GA. STEEL SKIN)
/c- (5) INTERMED~TE STILES FOR 16' WIDE DOOR
ATTACHED W/ TOG-L-LOC (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
__ A
~o GA MIN END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM
(TOP, BOTTOM & CENTER).
r OPTIONAL SSB GLASS OR
1/8" ACRYLIC LITES AVAILABLE
(SEE SECTION B-B)
I
I
~
:0
f\,
~
E3E3
r-K
/ 1/\
o
I
1/
I~-~
\\
\\
1/
1/
f
t::::
^)
VIEW "B"
....
(
\
B
'0
I
OJ
C
~
I---
-- VIEW "c"
C
f-
:r:
<-'
W
:r:
co::
o
o
Cl
V\J
f\,
V'J
V'
I\J
x
<t
:::E
5<
N
CJ CJ CJ
/- LOCK POSITION
r-,./ (BOTH SIDES)
X TWO POINT LOCKING
'<--"
gCJ CJ CJ
A \
\
~
A
CJ CJ CJ
CJCJD
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)
\
I'll
I
..
\
~ LOCATION OF
OPTIONAL VENTS
~
OPTIONAL OUTSIDE KEYED LOCK POSITION
J
II- A
~
:z:
~
NOTE 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
& VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
2000 PSI MIN. CONCRETE COLUMN):
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
OPTIONAL 10 SCREW TRANSFER LOAD.
WiNDOW LITE
SECllON B-B
2x6 YELLOW PINE JAMB
n
D a..
>>:x:
:\.I
>.
o .a
:D
.. .:00:
... CO
n cD
.. ""0
... 0
:D -
~
0<
FRONT FRAME WITH U.v.
COATING ON OUTSIDE SURFACE
1- 2" THICK
1
12 GA. GALV. STEEL TRACK /
BRACKETS FASTENED TO WOOD JAMB..../"
WITH ONE 5/16"x1-5/8" LAG SCREW
PER TRACK BRACKET.
MOLDED INSIDE
LITE RETAINER
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE)
PREPARATION OF JAMBS BY OTHERS.
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.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
...
- 0
~ -
~
CO
:::J~
..
co-
~~
~ :-
;,) Q
- -
>- >
....I cD
- ""0
:IN
.L. _
I -J
.u(!;J
....I I
~a..
z::c
;,) ~
ce':D
:1..~
~ ~
- a..
- I
~:::;
-== ~
z-
.u ,.
....I a)
- :c
....
:D
D _
:\.I cD
CD
~
- -
;,) cD
- -,
;,) C
~CJI
g-.;
....I cD
:c C
-
.. a..
Z :x:
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.
INTER. STILE
&
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
1/2"x3" LAG SCRE'NS ON 18" CENTERS. 1-1/4. 0.0. MIN.
WASHER REQUIRED, U\G SCRE'NS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(4)
#14x5/8" SHEET METAL
SCREWS.
END
STILE
OUTSIDE KEYED
HAN DLE
ffi
SHIP LAP JOINTS.
3" TALL X 20 GA. GAlV. STEEL U-BARS
IN A 2-1-2-1 PATTERN (I.E, 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.
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.
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
3" TALL U-BAR
20 GA. GAlV. STEEL
MIN. YEILD STRENGTH: 50 KSI
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
REV DATE
01 9/27/1999
02 12/01/1999
03 1/2000
DESCRIPTION
CALL SIZE
ADD 'CBPC' TO TITLE BLOCK
CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
ADDED JAMB ATTACHMENT INFORMATION
LOCATION
+15.0
+15.0
6ARAGE
SERVICE DOOR
POOL BATH
DOOR
BREAKFAST TO
LANAI DOOR
EXTERIOR
FRENCH
DOOR
CALL SIZE
2808 (2/8 X (18)
2468 (2/4 X 018)
2608 (210 X (18)
2008 (2/0 X 0/8)
(2)2008 (410 X (18)
(2)2008 (510 X (18)
(2)2808 (5/4 X 018)
(2)3068 (610 X (18)
FOR 8'-0" HIGH UNITS
MAIN
ENTRY
DOOR
+15.0
+15.0
+15.0
+15.0
-80.0
-80.0
-18.4
-80.0
MAIN
ENTRY
DOOR
MAIN
ENTRY
DOOR
MANUFACT1JRER SERIES #
DESIGN
PRESSURE (PSF)
DESI6N
SlJGTION (PSF)
-80.0
-80.0
2020HR
3020HR
4020HR
5020HR
0020HR
2030HR
3030HR
4030HR
5030HR
6030HR
2040HR
3040HR
4040HR
5040HR
o040HR
2050HR
3050HR
4050HR
5050HR
0050HR
OH2 / OH3
OH2 I OH3
OH2 I OH3
OH2 I 0H3
OH2 I OH3
OH2 I OH3
OH2 I OH3
OH2 I 0H3
OH2 / 0H3
OH2 / OH3
OH2 I OH3
OH2 I 0H3
OH2 / 0H3
OH2 I 0H3
OH2 I OH3
OH2 I 0H3
OH2 / 0H3
OH2 I 0H3
OH2 / 0H3
OH2 / OH3
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
rr=
13 GA. GALV. STEEL FlAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/1 6"x1 -5/8" WOOD LAG SCREWS.
f-
:r:
<-'
W
:r:
co::
o
o
Cl
TRACK CONFIGURATION
DOOR
HEIGHT "L"
6 -6 70
7 -0 76
7 -6 82
8 -0" 88"
S: "L"
<-'
W
::I:
<-'
Z
Z
W
Q..
o
2" GALV. STEEL TRACK,
MIN. TRACK THICKNESS: .060"
TYP. 2-1/2"x12 GA. GAlV. STEEL TRACK BRACKET.
(4) TRACK BRACK;:TS PER SIDE (FACTORY ATTACHED),
#14x5/8" SHEET METAL SCREWS
TED REAS DENOTES AS1l'1 EI300 LIMITATIONS AS REQlJIRED BY FBc. 2001
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES 1 8 GA. INTERMEDIATE HINGE
VIEW "B" VIEW "C"
+50.0
+50.0
NUAIR SLlDIN6 6LASS DOOR SCHEDULE
TESTED PER ANSI/AMMA/NHHDA 101 IIS2
CALL SIZE
MANUFACT1JRER SERIES #
DESI6N
PRESSURE (PSF)
DESI6N
SlJGTION (PSF)
-64.0
-55.0
-31.1
-55.0
STOP MOULDING BY DOOR iNSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE
5008 seD
0008 seD
8008 seD
'1008 seD
200
200
200
200
20 GA. GAlV. STEEL INTE~
7/". LD ROUND PU~~'8 GA. GfoCV 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 SCREWS AND
(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. SHORT STEM, 10 BAll STEEL ROLLER.
JAMB CONFIGURATION
SECTION C-C
END
STILE
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY 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
INTER.
STILE
D 3" r-
1-7/8" p
T
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE
HANDLE
SECTION A-A (SIDE VIEW)
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION
& VINYL WEATHERSTRIP.
elope)' Buildin9 Products Company AJI Ri9hts Reserved.
The arrangements depicted herein are the sole property
of \I1e Clopoy Buildin9 Products Company and may not
be reproduced in any form without its written permission.
MAX. DOOR SIZE: 16'0"w X 8'OH
DES. BY
MWW
REV.
03
DRA W'ING NO.
101980
CHECKED BY
MWW
DESCRIPTION
DOUBLE CAR MODEL 110RW4 & 120RW4
+24/ -24.5 PSF DESIGN LOAD
DATE SCALE
8/26/99 NOTED
CEPC
(513) 381-4800
312 WALNUT STREET6 SUITE 1600
CINCINNA n, OH 452 2
DivisIon of elopar SuIldIng Products
+30
+30
+30
+30
NOTE:
IT IS THE CONTRACTORS RESPONSIBIUTY TO REV1EW ALL DRAWINGS BEFORE CONSTRUCllON
BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDIllONS, OTHER DESIGN PROFESSIONALS'
SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
DRAWINGS MUST BE BROUGHT TO THE A TIENllON OF DANSCO ENGINEERING P.A. PRIOR TO
THE COMMENCEMENT OF CONSTRUCllON.
3008 (310 X 018)
(2)2008 (510 X 618)
(2)2808 (5/4 X (18)
(2)3008 (6/0 X (18)
(2)3080 (010 X 810)
3008 (310 X (18)
(2)2068 (510 X 618)
(2)2808 (5/4 X (18)
(2)3008 (0/0 X (18)
(2)3080 (010 X 810)
3008 (310 X 618)
(2)2068 (510 X (18)
(2)2868 (5/4 X 018)
(2)3068 (610 X (18)
(2)3080 (010 X 810)
CALL SIZE
8 X 1 (OR W100H)
'1 X 1 (OR '10100H)
10 X 1 (OR 100100H)
THERMA- TRU DOORS
EXTERIOR DOOR SCHEDULE
TESTED PER ANSI/AMMA/NWWDA 101 /IS2
RIO SIZE
MANUFACT1JRER DESCRIPTION
DESI6N
PRESSURE (PSF)
34 1/2 X 82 1/2"
#100 FLUSH STEEL
+25.CI
+25.CI
+25.'1
+25.CI
+25.CI
+25.CI
+24,1
+24.1
+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"
#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"
01 1/4 X 82 1/2"
15 1/4 X 82 1/2"
#108 15 LITE STEEL FRENCH
#108 15 LITE STEEL FRENCH
#108 15 LITE STEEL FRENCH
#108 15 LITE STEEL FRENCH
(H) X Cl8 1/2"
38 1/2 X 82 1/2"
03 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"
03 1/4 X 82 1/2"
01 1/4 X 82 1/2"
15 1/4 X 82 1/2"
15 1/4 X Cl8 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 Cl8 1/2"
+25.CI
+24,1
+24.1
+24.1
+24.1
+25.CI
+24.1
+24.1
+24.1
+24.1
+25.CI
+24.1
+24.1
+24.1
+24.1
#208 STEEL 8 PANEL
#FC-oO 6 PANEL FIBERCLASSIC
#FC-OO 6 PANEL FIBERCLASSIC
OR
#FC-2000 I LITE FRENCH
FIBERCLASSIC
( CUSTOMER CHOICE)
BANCO OVERHEAD DOORS, INC.
6ARA6E DOOR SCHEDULE
TESTED PER ANSI/A.MMA/NHHDA 101 /IS2
TEST LOADS
PRESSURE (PSF)
+31.5
+31.5
+30.0
TEST LOADS
SlJGTION (PSF)
-48.0
-48.0
-31.0
DESI6N LOADS
PRESSURE (PSF)
+25.0
+25.0
+24.0
DES/6N LOADS
SIJG TI ON (PSF)
-32.0
-32.0
-24.5
EXTERIOR NINDONS AND DOOR NOTES
1. ALL EXTERIOR WINDOWS AND GlASS DOORS ARE TO
BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA
101/1S2 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.
FaC 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
SUCTION (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 ANSCO
ENGINEERING, P A"
P.o. BOX 3~ - AP01.1.0 6EACH - FL.ORIDA - 33&12
Pf-lONE - (813) 645 0166 FAX - (813) 645 <a6~
E6 4510 t(\ "[tjESE DRA'MNGS AND DESIGNS ARE "[tjE JOINT PRa'ERTY OF DANSCO ENGINEERING, PA. AND "[tjE
~CUENT ON "[tjIS PRO-ECT. ANY REPRODUCTION OR UNAUTl-IORIZED USE IS PROHIBlTI:D - 2003
& CREATED 01-02-02
3
120
SEC.
MPH
GUST
LENNAR ~OME5
ecALE NOTED
DATE 1/2/fZ>2
TAMPA DIVlera.t
DRAlLN B.V.
N:/BLOCKS/STD 2001
DOOR .. WINDOW T ABLE5
DE JOB NO. FM - 5021
eDW1
A
EXTERIOR
INTI:RIOR
PRESSURE TREATED
~BUCKSTRIP (MiN. 2$'
AS SHOWN)
SHIM AS NEEDED
WINDOW
fASTENER
.~
. :q'"
~ ...:~~.
EXTERIOR
flLL INTI:RIOR VOID Wffit
MINIMAL EXPANDING fOAM
- If PER CODE
INST ALLA nON DET A1LS FOR FIN WINDOWS IN
WINDZONES OF 150Y1PH OR LESS (DETAIL B)
Installation fasteners for windows should be a
minimum It" nail or It" wood screws, with an embedment of
at least 1 ", Fasteners should be located at a maximum of 4"
from each corner 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. Ifit is
installed after the window, it should be tucked under the sill
Ifusing It" thick or greater wood buckstrips (not shown): flashing and overlap the jambs and head flashing,
Window installation fasteners should be a minimum #8 Xl" I '1WR [j) AillR1C^"
!\RCllIT'cCl1.;RAL
wood screws, installed through the window into the buckstrip. j ~~~CNRf:S
Window may be shimmed as necessary, provided a minimum """'DEll
1 e wtn ow ~lcte In IS awmg \s mten c or use on typIC constructIOn. It 13 t e responsi i It) 0 0 t.-TS to e:termme i tt IS app lea e. A lua as g, vapor
barriers, etc. may be specified by the project dTchitoct. Wind and design pressures 'vary within each S:8te ~d count)'. All products manufactured by Nu.A..ir Inc. meet a
minim= of 110 mph (RJO DP) wind load requirements (per AAM.. 101); please check local hui1ding codes for exact requiremems. Aoove detail. ,hown for Single Hung
window. For installation of Awning. Honzontal Roller, or Picture/Designer window! use the same specifications as :lhown above for the Single Hung, provided that an
rc- W1ched fTame installation holes ~e utilized and with !.he above mentioned s....'Tew size e and s aein .
I~STALLAnON DETAILS FOR FLA."JGE W1J\DOWS IN
WINDZO~ES OF 150MPH OR LESS (DETAIL A)
Buckstrips must be set in a bead of sealant. The exterior joint
bet\veen 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. 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.
If using i" thick wood buckstrips:
Installation fasteners should be a minimwn f5" 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 li" is maintained in the
masonry. Fasteners should be located a ma'(imwn 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 2*".
JAMBS
,F NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
NO
FASTENERS
THROUGH
Sill.
. SEAUlNT BEAD
SILL
HEADER
<l.
PRESSURE TREATED
~BUCKSTRIP (MIN. 2$'
AS SHOWN)
SHIM AS NEEDED
WINDOW
fASTENER
flLL INTI:RIOR VOID WITH
MiNIMAL EXPANDING fOAM
- IF PER CODE
EXTERIOR
JAMBS
IF NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
NO
FASTENERS
THROUGH
SIU.
. SEAUINT BEAD
SILL
iNSTALLATION DETAILS FOR ~ON-IMPACT, FLANGE, Se'oiGLE
HUNG WIl\DOWS IN WI~DlONES OF 150MPH OR LESS (per mc 2001)
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
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.
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 It" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and ma'(imum 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".
If using l~" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimum #10 X I!"
wood screws, installed through the wiodow into the buckstrip.
Window 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" front 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 1~" X 2*". Buckstrips should be
installed using minimum ~" X 21" masonry screws, to maintain
It" embedment, and be 18" O.C.
j'~WR. [j)~~~~~RAL
M........\....1".ACTt;!U:.S
ASSOC1A nON
\iE\tHER
The window 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 specified by the project architect. \Vind 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 AAYfA 10 I); please check local building codes for exact requirements.
Tampa, FL .(800) 282-6627.www.NuAircom
INTI:RIOR
INTI:RIOR
PRESSURE TREATED
BUCKSTRIP (MIN. 2$'
AS SHOWN)
flLL INTI:RIOR VOID Wffit
MINIMAL EXPANDING FOAM
- IF PER CODE
JAM BS
NO
FASTENERS
THROUGH
SILL
If NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
. SEAUINT BEAD
SILL
:>
:c
1I1 ,.....\t}JUCA.\j
ARCHITECT\.., R.A1.
MA......L1-'r\CTI...RES
ASSOCIA no~
\iJ::..\o1lJtR
The window depicted in this drawing is intended for use 00 typical construction. It is the
responsibility of others to determine if it is applicable, Additional flashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary withio each state and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA\1A 1 OJ); please check local building codes for exact requirements.
4'fWR
n
>>
:e
~
D
..,.
:0
D
..
Tampa. FL -(800) 282-6627.www.NuAircom
C
aJ
-:t
fU)(IBLE
FlASHING
..,.
.-
WEATHER -
RESISTANT-
BARRIER
<:)
::J
a
31
a
z:
I
flLL INTI:RIOR VOID W1ll-t
MINIMAL EXPANDING fOAM
- IF PER C0DE
~
:n
-
>-
-'
IF NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EVEL
I
.l-
I
J.J
-'
~
z:
:n
~
~
JAMBS
FINISHED
SILL
EXTERIOR
FACADE
-
~
z:
z:
J.J
-'
-
.-
>>
:D
~
:;)
:n
-
:n
:.:::
g
-'
:c
-
. SEAUINT BEAD
o SEALANT BEAD IF FlASHING IS NOT ADHESNE
IMT ALLA TION DETAILS FOR NON-I~PACT, FLMGE, A 'NNI~G
WI:--IDOWS IN WI~DlO~ES OF 150MPH OR LESS (per FBC 2001)
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
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.
I fusing t" thick wood buckstrips:
Installation fasteners should be a minimum ii" X 2t" masonry
screws, installed through the window and bucks trip, 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 ma'(imum of 18" O.C. [t 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".
If using l~" thick or greater wood buckstrips (not shown):
Window installation fasteners should be a minimum #10 X It"
wood screws, installed through the wiodow into the buckstrip.
Window 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 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 I!" X 2i". 13uckstrips should be
installed using minimwn f5" X 21" masonry screws, to maintain
It" embedment, and be 18" O,C.
iNSTALLATIO:o-l DETAILS FOR NONIMPACT, FI:--I, HORIl. ROL-
LER WINDOWS 1:--1 WINDlONES OF 150MPH OR LESS (per FI3C 2001)
Window Installation:
Installation fasteners for windows should
be a minimwn 11", 4d naIl or 6 x I!" drywall screw,
with an embedment of at least It". Fasteners
should be located at a maximum of 4" from each
corner and 18" O.C. for screws and 9" O.C. for
nails.
[t is recommended that all screws or
nails be sealed to prevent infiltration 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 flexible flashing at the
header.
1ne application of the weather resistant
barrier will 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 flashing.
lI1"MbRJCA"
ARCHlTECTLRAL
M.....~U1-I'Cn.RES
ASSOCLJ.. nUN
ME\lHER
The window depicted in this drawing is intended for use on typical construction. [t is the
responsibility of others to detennine if it 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 NuAir Inc, meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA\1A 101); please cbeck loeal building codes for exact requirements.
it "L WR
Tampa, FL -(800) 282-6627-www.NuAir.com
.~
io!!:
screw embedment ofl" is maintained in the buckstrip. Window
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 buckstri ps should be no less than 1 t" X 2 t". Buckstrips
should be installed using minimum f5" X 21" masonry screws,
to maintain It" embedment, and be 18" O,C.
B
fU)(IBLE
FL4SHING
WEATHER
RESISTANT
BARRIER
EXTERIOR
WEATHER
RESISTANT
BARRIER
IBLE WEATHER
FL4SHING RESISTANT
BARRIER
EXTERIOR
FACADE
JAMBS
fU)(IBLE
FL4SHING
WEATHER
RESISTANT-
BARRIER
FlI..L INTI:RIOR VOID Wffit
MINIMAL EXPANDING fOAM
- IF PER CODE
IF NECESSARY.
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
EXTERIOR
WEATHER
RESISTANT
BARRIER
IBLE WEATHER
FL4SHING RESISTANT
BARRIER
EXTERIOR _
fACADE
flNISHED
SILL
JAMBS
WINDOW
fASTENER
. SEALANT BEAD
OSEAUINT BEAD IF FlASHING IS NOT ADHESNE
HEADER
WINDOW
FASTENER
WOOD
FRAME
HEADER
flLL INTI:RIOR VOID W1ll-t
MINIMAL D:PANDING FOAM
- IF PER CODE
If NECESSARY,
USE SHIMS
Wl-IEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
flNISHED
SILL
. SEALANT BEAD
OSEAUINT BEAD IF FlASHING IS NOT ADHESNE
Ii'iSTALLATIO:o-l DETAILS FOR NON-IMPACT, FIN, SINGLE
HUl\G WI~DOWS IN WINDlOl\ES OF 150MPH OR LESS (per mc 20(1)
Window Installation:
Installation fasteners for windows should
be a minimum I!", 4d nail or 6 it I!" drywall screw,
with an embedment of at least I!". Fasteners
should be located at a maximum of 4" from each
corner 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 l1ashing should be installed in a
weatherboard fashion. 1ne 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. Ifit
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head flashing.
!'~ t4AR 1I1~=~
, ~ ASSOClAl101\i
MEM8Ell
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 flashing, 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 AAMA 101); please check local building codes for exact requirements.
Tampa, FL .(800) 282-6627.www.NuAircom
fU)(IBLE
FVSHING
WEATHER
RESISTANT
BARRIER
EXTERIOR
fACADE
RIGID FlASHING ~
(OPT.. BY OTHERS)
flLL INTI:RIOR VOID W1ll-t
MiNIMAL D:PANDING fOAM
- IF PER CODE
IF NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
.
~F1..D(IBLE
FL4SHING
flNISHED
SILL
EXTERIOR
JAMBS
EXTERIOR
fACADE
. SEALANT BEAD
OSEAUINT BEAD IF FlASHING IS NOT ADHESNE
I~STALLATIO:-l DETAlLS FOR NON-IMPACT, FIN, AW~I~G
WIl\DOWS IN WI~DlONES OF 150MPH OR LESS (per FBC 200 I)
Window Installation:
Installation fasteners for windows should
be a minimum 1!-", 4d nail or 6 x I!" drywall screw,
with an embedment of at least I!". Fasteners
should be located at a ma1\.imum of 4" from each
comer and 18" O.C. for screws and 9" O.C. for
nails.
[t is recommended that all screws or
nails be sealed to prevent infiltration of air and
water. Product may be shimmed as necessary.
Weatherprooting:
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 weatber resistant
barrier will vary based on when it is installed. Ifit
is installed after the window, it should be tucked
under the silll1ashing and overlap the jambs and
head flashing.
[j) A.\t1EH.JCAN
ARCHI'-'::...cn.RAl
IW. Nl:FA(''1'\..;RES
ASSOCIA'llO]lt,'
Ml:;M8J:.:R
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 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.\1A 10 I); please check local building codes for exact requirements.
!'LWR
Tampa, FL .(800) 282-6627.www.NuAircom
fU)(IBLE
FL4SHING
WEATHER -
RESISTANT
BARRIER
flLL INTI:RIOR VOID W1ll-t
MINIMAL D:PANDING FOAM
- IF PER COOE
IF NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EYEL
WEATH
RESISTANT
BARRIER
EXTERIOR FL4S~~ Js~sf~
JAM B S BARRIER
EXTERIOR
rACADE
flNISHED
SIlL
WINDOW
fASTENER
. SEALANT BEAD
OSEAUINT BEAD IF FlASHING IS NOT ADHESNE
INSTALLATION DETAILS FOR l\ON-I~PACT, FIN, FIXED
Wll\DOWS IN WI~DlONES OF 150MPH OR LESS (per FBC 2001)
Window Installation:
Installation fasteners for windows should
be a minimum l~", 4d nail or 6)( It" drywall screw,
with an embedment of at least It". Fasteners
should be located at a maximum of 4" from each
corner 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.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion. The top [ayeI' should overlay
any layer beneath it. The weather resistant banier
should then cover the t1exible 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 flashing.
1I1 'MEJOC^"
AllCHlTOCn.:RA.L
,!l.l....:...-L;l,Acn:tu:s
-\SSOC1A nON
MEMBER
The \\indow 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 specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir loco meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA.\1A 101); please check local building codes for exact requirements.
!'LWR
HEADER
.'<1"
SERlES
0H2/3 HR
_J\ ~OR
~.V" .
: '<l.~V/I/'H
< '. "l.
....,4
4;'
'.~ .
EXTERIO: ~
I
.'.~
(~ I
~ . INTI:RIOR
PRESSURE TREATED
~UCKSTRIP (MIN. 2$'
AS SHOWN)
" SHIM AS NEEDED
WiNDOW
fASTENER
--
" '"
L
~
v
flLL INTI:RIOR VOID W1ll-t
MINIMAL EXPANDING fOAM
- IF PER CODE
J7l
:J.-. <
.~
.,~.~
-q , '. .
-~E:XTIRIOR
^
~
V'
...,... NO
fASTENERS
TI-iROVGH
SILL
^
/~
JAM BS
IF NECESSARY,
USE SHIMS
WHEN
INSTAlliNG TO
KEEP PLUMB ole
l.EVEL
1..11
.
r'f1 oE:':~::: f. ~j
..' . . ~ P~E~CAST4 .. . "TtAT. POIJ~ >
'. A^ CONCRETE SILL <) . . A^ CONCRETE SILl. <)
v I I V ,
SILL
.
. SEAUlNT BEAD
I
Ili'iSTALLATION DETAILS FOR :-.IO~.lMPACT, FLA.\lGE, HOR1L ROL-I
LER Wl1\DOWS [:-I WI1\DZONES OF 150MPH OR LESS (per FBC 20(1)
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
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.
Ifusing 1" thick wood buckstrips:
Installation fasteners should be a minimum f5" 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 sbould 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 2*".
rfusing 1~" thick or greater wood buckstrips (not sho\\u):
Window installation fasteners should be a minimum #10 X I!"
wood screws, installed through the window into the bucks trip.
Window 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" O.C. It is recommended that fasteners oot be
installed through the sill of the window. The actual size of the
buckstrips should be no less than It" X 2i". Buckstrips should be
installed using minimum f5" X 2i" masonry screws, to maintain
1*" embedment, and be 18" O.C.
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
Rouqh openings o.re 1/4' sMo.ller on euch side und 114' sMo.ller on the
heo.aer thun sto.ndo.rd TherMu- Tru rough opening diMensions,
Use only 0. Mo.xiMUM of 1/4' thick shiMS,
Predrill the jo.Mbs und heo.ders using 1/8' drill bit, Predrilling
increo.ses structuro.l perf or Munce,
Use only 2-1/2' wood screws (#8 o.nd #10) when securing the pre
hung fruMe 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 rouq,h opening buck, Consult the o.rchitect or engineer of record
concerning rusiening 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 TAPCONS ARE PROVIDED SPACED AS
SHOYJN, 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,
~' I # A 18 1ii1A1~, .c~~
a l.. '.MIlT- l1A1=OClAT\ON
Tampa, FL.(800) 282-6627.www.NUAirco: Mr.""">
The window depicted in this drawing is intendcd for use on typical construction. It is the
responsibility of others to detennine if it is applicable. Additional flashing, 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 loc. meet a minimum of 11 0 mph (R30 DP) wind
load requirements (per AA.\1A 101); please check local building codes for exact requirements.
SERIES 900 I
PW & DPW
--^ .I~OR
~'V" .
:'<l.~1
<'. ."""
>. ..,
.....:~/
. :.q." ....:;
~~.
- - vim:RloR
I HEADER I
~L1 . .<1'" .', ~
l~ . . 4j
I.~,// I
EXTERIOR ~ ~ . INTI:RIOR
· ' , , :'\ PRESSURE TREATED
"~~ ,,,- "- BUCKSTRIP (MIN. 2$'
" , AS SHOWN)
---1
SHIM AS NEEDED
WINDOW
fASTENER
I
r
FU. INTI:RIOR VOID WI1H
MINIMAL EXPANDING fOAM
- IF PER CODE
JAMBS
IF NECESSARY,
USE SHIMS
WHEN
INSTAWNG TO
KEEP PLUMB &:
l..EYE1..
--J,Y
/:1
NO
fASTENERS
THROUGH ---1 r
SILL J
/ ~
~~j
~
'=' I.
,-- - - -
r----
(...,.: ."". ::. :.:
~l
'6
. ~'<:1 6
>. . . P~E-CAST >
< '. 4^ CONCRETE SILL <
v
.(> .'
. . 1v.T. pouRl:1) >
A^ CONCRETE SILL <
v
. SEAUlNT BEAD
SILL
INSTALLAT10N DETAlLS FOR NO~-IMPACT, FLANGE, FIXED
WINDOWS IN WI~DlONES OF IS0MPH OR LESS (per FBC 2001)
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
buckstrip is not necessary at the sill ifit 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 tbe buckstrip at both the
interior and exterior.
[f using l" thick wood bucks trips:
Installation fasteners should be a minimum Jt, 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. The actual size of the buckstrips should
be no less than l" X 2k".
[fusing It" thick or greater wood buckstrips (not sho\\-n):
Window installation fasteners should be a minimum # 10 X I!"
wood screws, installed through the window into the buckstrip.
Window may be shimmed as necessary, providcd a minimum
screw embedment of 1*" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" O.c. The actual size of the bucks trips should be
no less than I!" X ;ts.'. Buckstrips should be installed using
minimum Jt. X 2t" masonry screws, to maintain
d" embedment, and be 18" O.C.
e' ,
~t- r
,
tf' ,
4 3'
, 6
6' 6'
I I
I I
SPACE
EVENL Y
6' 6'
6'
I I I I I I I I I I 6'
lir~tf1rrm !~
SINGLE DOOR
SINGLE DOOR ~ I SIDELITES
SINGLE DOOR VI SIDELITE
'j'~!4AR [j)~~~
, ~ ....SSOClAnON
. MEMBEJl
Tampa, FL .(800) 282-6627.www.NuAircom
The window depicted in this drawing is intended for use on typical construction. [t is the
responsibility of others to determine if it 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 NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AA.\1A 10 l); please check local building codes for exact requirements.
SERIES 200 I
HEADER & 500 SOD
A ^
W/d~~~~~
./ / /h~ IJ J / / '/
EXTt:RIOR
INTERIOR PRESSURE
~-~~
<~~ / ~ER
/j//
~~ ~..
~~ ...
~~-
~ .. AfTER
< ~ INSTAl.u.OON. SEAL
JAMBS ~~r\
~ AND JAMB 1,1 \-W
EXTt:RIOR --e-
"
INTI:RIOR
.
'-I ~
PII
- ~
SHIM
I>S
NEEDED
......-L.
'""""'T
l
1
,
.@ :;. ~ :"
,
-~:
,
'i;
,
MiNIMUM
1~'
REcOM-
MOlDED
..
H
H
w
c
. ~
,<>
<l
flLL INTI:RIOR VOID W1ll-t
MiNIMAL EXPANDING fOAM
- IF PER CODE
A
IF NECESSARY,
. 4 USE SHIMS WHEN
. . INSTAlliNG TO _.1
. KEEP PLUMB ole~
. -
TRACK
~ 4:
. SEALANT BEAD
- L...t\ .
v
ilIiST ALLA nON DETAILS FOR NON-L\tP ACT, SLlDlNG GLASS
DOORS 1:--1 WINDlONES OF 150MPH OR LESS (per FBC 20(1)
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,
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 tbe buck is acceptable if the door frame is fully supported
by the buckstrip at both the interior and exterior.
I
6'
,
SPACE
EVENL Y
[fusingt" thick wood buckstrips:
Installation fasteners should be a minimum f5" X 2t" masonry
screws, installed through the door frame and buckstrip, into the
masonry. Door 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. The width of the
buckstrips should be no less than the frame frame of the door.
Ifusing 1~" thick or greater wood buckstrips (not shown):
Door installation fasteners should be a minimum #10 X It"
wood screws, installed through the window into the buckstrip.
Door may be shimmed as necessary, provided a minimum
screw embedment of It" is maintained in the buckstrip. Door
fasteners should be located a maximum of 4" from each corner
and maximum of 18" O.C. The width of the buckstrips should
be no less than the frame frame of the door. Buckstrips should
be installed using minimum f5" X 2i" masonry screws, to
maintain 1t" embedment, and be 18" O.C.
DOUBLE DOOR ~ I SIDELITES
DOUBLE DOOR
~ '~WR lI1,"",.RJCAN
ARCHJTECiLRAl.
MANUFAcrt.'1U;S
! ASSOCLArlON
a . \frMllJ:Jl
Tampa, FL.(800) 282-6627-www.NuAircom
The door 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 liD mph (R30 DP) wind
load requirements (per AA.\1A 101); please check local building codes for exact requirements.
SERIES 200 I
& 500 SOD
HEADER
^
Y/~ @; ~
INTI:RIOR
.
. INTI:RIOR
SHIM
AS
NEEDED
A
~/.
~ /~'"
<~ -1
~ .- J::S
/',./ . - AfTER
~ ~ INSTAl.u.nON, SEAL
HORIZONTAL JOINT~
EXTtRIOR BETWEEN TRACK
AND JAMB
.
,
flLL INTI:RIOR VOID Wffit t.. V"
MINIMAL EXPANDING fOAM ...
- IF PER CODE
. SEALANT BEAD
PI
..
~
..
-
'-"
1i::...Ii : J.
"", ~ I
:' :
': -^v--. '
-, I
" ,
I ,
::~ ~ ia-
.:
MIN:MUM
1i"
RECOM-
MENDED
H
~
~
.<>
<::
1~1EC~,
USE SHIMS WHEN
INSTAlliNG TO . A
. KEEP PLUMB &. LEYEL"
. 1\ L-
TRACK
..6
ilIiST ALLA nON DETAILS FOR NON-L\tPACT, SLlDlNG GLASS
DOORS I~ WINDlONES OF 150MPH OR LESS (per FBC 2001)
I
Sliding Glass Door Installation:
[nstallation fasteners for jambs and
header should be a minimum #10 x It" screw.
Installation fasteners for the track should be a
minimum It" masonry screw. All fasteners should
have an embedment of at least It". Fasteners
should be located at a maximum of 4" from each
corner 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.
& CREATED 01-02-02
120
SEC.
MPH
GUST
3
Weatherprooting:
D E DAN5CO
ENGINEERING, FA.
p.o. eox 3400 - APOL.L.O ee~ - FL.ORIDA - 33&12
~ - (8t3) 646 0166 FAX - (813) 646 ~ca8
E6 ...at"" iC\ 11-IESE DRA'MNGS AND DESIGNS ARE TI-lE JOINT PRQP[RTY Of DANSCO ENGINEERING. PA. AND 11-IE
"'tQ IV ~ ClIENT ON 11-IIS PRO-ECT. ANY REPROOUCTlON OR UNAU11-IORIZED USE IS PROHIBITED - 2003
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. Ifit
is installed after the door, it should be tucked under
the sill flashing and overlap the jambs and head
flashing.
LENNAR t40MES
ecALE NOTED
DATE 01/02
DRAU.N B.Y.
TAMPA DIVl810N
'j'~!4AR [j)~=~
, ~ .....SSOCIA nON
. MEMBER
Tampa, FL .(800) 282-6627-www.NuAircom
The door 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.\1A 101); please check local building codes for exact requirements.
DOOR 4 WINDOW INSTALLATIONS
DE Joe NO. Ft1 - &021
8DW2-N
~V}(I II"!:. WrI.H,/J 1"1\1f1IIlI') XO OR OX SIZES
OPTIONAL
IG illIG' M,4X, TYP. WJNDOW DIMS A DSn-ANNGL^SS
AT HrAD/SILI. 4" MAX,
sn: COLUIiN 'A' FOR HeAO/SII.I. WIDTH HEIGHT nXT. (+) INT. (-)
. ~O. or ANCHORS A . 24" 4 50,0 67.0
AT !itAD OR SIl.L 36" 4 50.0 67.0
48" 241' 6 50.0 67.0
. 60" 6 50.0 67,0
II :0
II 7211 6 50.0 54.2
" 11
_ __ _\1 ___ .11____ 4 50.0 67.0
~ -"'--1'1'---~1'---- Z4"
si " /, "
, ~ .//. ~d 361. 4 50.0 64.9
..a. 361'
---. ?f.~ ---- ~o 4811 a 50.0 54,3
~~ :;5 ---- ~ .--- ]~ ,.,~ 60" 6 49.S 48.S
; . ~ "I' 0 72.lJ
;> OSB-ANH. 6 42.9 42.9
==== cu.ss :: --- ~O
.-- --- 24u 4 50.0 67.0
II H
1/ .~ ~ 3611 4 5l>,O 50.7
I II 46" 4611
6 36.5 , 36.B
60" 6 36.1 36.1
33 5/16- 33 1/4' ~a 37" 4 50.0 ,61.0
D.l. OPG, D,l. OPO. ~! 53-1/8" 26" 6 50.0 67.0
I 30 '/.- .74" a 50.0 50.1
, tli WIOTH ~~ 37" 4 50,0 58.S
[ n" 53.1 W' 36.318" a 50.0 50.1
WINDOW WlOTH !< 14\' a 39.6 . 39.6
3711 4 46.0 46.0
iTP1CAL ElE.YATION 53-1 is" 60.5/8" 6 36.1 36.1
TESTED UNIT 1\"":= NO. OF ANCHORS PER HEAD & SILL'
SSRIl;S-8S00 ALUM. HORI.Z. SLIDING WINOOW
~ .. ,CO~PARATIVa A~ALYS1S Cf1ARr
...) .I; 1>- It BASED ON FTL -1130 OF 01-21.95
IfJ fh 1{J 'f~ TEST SIZE ~ 72.1' X 48" (OX)
';,1' ..., DESIGN LOADS::; +50..0. -43.3 PSF
~ ~ WATER INFIl. TRATION reST.: 7.S PSP
!eST~D GLASS :2 Dsa ANNI:Ali:O
NOTES;
I. TK13 PROOUCi IS OESlllNED A3 PER Tl1~ SOlJTH F1.0RlDA aV1UlillO cooe:
1994, (OmO!f E'OR I.UUlI-tlAOE COUNIY Olt zoot nOlllO" atJlLDINO CODE.
IoUiO Foa \lj\Nf.) .LOnlS ^" PeR. ASCii: 1 USINO COAAtSPONillHO LO,lJ)'.
eo wooo aUCKS f!f O1liEA9. Must BE mcHOAtD P/lOPEAI.Y TO 'l"T'MSfER
LOAOS TO THe: smUCTIJRt. . . . ,
3. mCHORS S~LL Bit AS USTEO. SPACe:O AS SHOWN ON Of;1'All.S.
ANCt-lOR EMeC:O!d(NT TO eASe MAltA!"\. SHA1.l. sa GEVONO WALl.
DRESSING OR STUCCO.
m. .
~
APPR~.D CONFIGI.!R~Tl0NS
ClASS WIDTHS TO 8E eaUAI. ON MOVING 6~D f'IX TES
WOOD "BUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAIN
lOADS IMPOSED BY GlAZING SYSTEM AND TfWlSFER.
THEM TO mE 8UILOlNG STRUCTURE.
rrtll PART , QUANtm' DeSCltlP110H UAUl\tAt. WJlF,ISUPPU'E1VRE~S
1 1...7:53 I fRAHl!: H!AD &06:l.T5
t rRAHf: SILL 6063-T5 . ..
a 1."761
3 1.-760 !.- FRAH' JAMI 6063.T5
4 !."1~. 1 FIXtD RAn. 60&3-15
5 Loon;! I VWT l'4EtnNG RAllo 60n-T6
G 1.-7S1 eI VENT TO? AND >>OTTO~ R~ll. 60G3-T!
7 1.-7:15 I . JAHD STll.t 60~3"T6
9 1."167 AS REao. lltAtlNG BEAD . ALlR-I1H\JH ROl.l. rOR/04ElJ
9 FS..oQ& AS RtOD. fRAME/VENT ASSEHSI. '( SCl\t\/$ . . 0 1< 3/4' P.H. PHll.l.tl'S
10 2 f1j(. RAIL sll.L SCRE\lf . a x a' P.H. PHILLIP!
II (,,-770 AS' RtOIl. vtHT JMUI RAIl. 'J'.\TRlPPING VINYl. 1/-4' IlrA. ~\Jl.9
la PV~-~3 . AS IltOtl. TIM seAL ....CATHERSTllll'l'INO .t97' l( .210' aaeo.sool..n
13 PV$'O~ At REOD. FIN $tAL \/(ATIlCIUTR1PPJUG .t97' x .35Q' C1e3'--6001.7)
. I' PV~..DQ4 AS REOD. FIN srAI. ....EATHERSTRlI'PlNq .. ,lIW J( .310' <1930.6001..1:))
15
'\6 PlASTIO AT a-lIa' FRoa tuns II HIIlSP""
17 L-72a 51 VOlT VOiT fAct GUIDf:
IIf . 1."'76:1 a , VEHT ROl.I.E:R HOllSltlG PlASTlO A't EACH tND
19 1.-164 . a. VENT ROI.W/\Il{tEI. ERAS!
2IJ L~7U I SIll.. TRIIClC INStAT 6~3-'T5
21 L-741 '2/ vtNr W:W LATCH 6063..1& ^f 6' FROM EHDt
. i! voo LATCH SPRI/lG .. .
ee 1..7sa3
TVPIChL ANCHORS
t.'ol, " .
~>...: ".' ~ .: '
:.''', ..., . . . .
~.:::' ~.~. .:.
.. '.1' .......1::.
I" .,:.:: ",1
,-
TYPICAL' ANCHORSJ SEE.. El~:;CHART' rOR SPACING
3/16" TAPCONS
~o 2BY WOOD BUCXS OR WOOD SiRUCTURE
. 1" MIN. PENETRATION INTO .WOOO
THRU lBV WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASO~RY
1-1/4" MIN. EMBEO I/fiO MASONRY . .
~EALANTS..i
EACH VENT CORNER SEALED WITH WHITE COLORED Se:AIANT.
~ "WEEPHOL:ESl
WI M (l..1/a" X 1/4-" DRAIN HOLE) AT 1-3/4" FROM EA~vi~f
W2 ::I (1" X J/I all WEEP HOLE) AT 2" FROM EACH END O.
0'
..... .
@
T'l'PICAI. ANCHORS
.'
1/4' SHIH
HA~.
..
,t. :., ,.I
'1.~1 . at "
t,,". I rI,'
t "",'..: '". .
.'. .
~ {j;f.rt./ I." ~,f~
, u'I:/I'~':: ,:::. ___',
.I>.. -
---;-r
.696
I
. ~m ~OI'/aOTTOM CORNEll$
" '.. rl..a4,
I
.l
I I
I
2.00\1 I
1.937
'-I.'
~ .749 L
mAM~ IQP CORNER
FRAME JAMB
FRAMe HEAD
:>
.~
3
~
13
Cd
<:)
~
r'1
<:)
iI'I
~
<:)
t
~
~
;
~
~
(I),
~
~
8
N
a
~
~
z
.... ,ala -
I i
L-y-r
"r-- 1.000
..:.-l
~L
TYP,
~U1
too!::
3rq
;~
ROll. f'ORMEO ALUM'
a.wlNo BOO
ffiAMe: 51!.!.
vENr ToP/sonOM RAIl.
FIXED mG. RAil CORt;ER
~l
I ~~--r
I.o'ss ~ .993
L ~.
pL~zrt-lG DETAIL
SI!.1.. TRACK
rI.6:lS--- ,
-1 .761 r' ,; \
[Pf-:l .
.,-
I --r.
.92J ,719
L_. I
.OGaJL J
. -[./.Q94 .
FIXED MTG, RAIL
MEETING RAIl.
,
.~...
.!
FR~yg BonoM C9RNEB
-"
CLI!AA AOmSIVf:
BtOOINiS ~OHpClUNO
3/U,"-ANH.
GLA$$
3/16" ANNeAleD GLASS
FLANG!! FRAME
1x OR 2)( WOOD BUCK
HEAW DUTY RAIL
m1YMlT .
peR MANca SUMMA8X
.. ReFEIUNCE, flfL,,1B90 12.a.n
, lC 1M,. TEST SIUI 53-tier x 14..114"
W OD 61J(1{ UST LOADS. .9~.5. ,,91..5 PSF
UIo"I1AX DESIGN LOADSt ..63.0. .63.0 PSP
SHIH' WAnR INPILTRA'i'IOIHESTI 9,5 PSI' ,
Tl'S'fEO at-ASS, ~lW..j\NN!ALeO
/iA:<. JAHa SCREW SPACINctl 15.3/4'. & 17..3/""
. NON.IMPAot RESISTANT
II 10 S.H.S .
la" MI~. WOOD EliSE!)
~ 5 112" FACH CORNEAS
~ ~ MIOPl?INT
"
I-
G
f
~
o
o
~
l
" "".~
i
PLAN VIEW
.-
.'
@
I' '0 S,Ii.!!,
,~" HI~, ~~()Ol) t:Maso
{,illS.lIi" FROH CORN!I\S
& (jl HIOPOIHT
2 Ie I?,f.l
WOOD BVCt<
HEADER & .SILL SEOTlq.t:! .
ALT. SILL SEOTION
--~-_...
NOTESI
1 YHIS.WINOOW SVSTEH IS OUIQNtO ANO TUTeC TO (OhIlL V wrtH THE
At;QlJUUMtNTS 01' T!ill: 1n4 DADE COUNTY eOITION 01' Till: SOUTH
FLO~IO^ 8UI~OINa COOE IS.JI.e.e.1 CHAPTt:R 4. CHAPTER 2J. CHAPT€R U.
UNOER THIt SPlttlfllC CONDITIONS SHOWN ON THtS OR,o\WlNG.
2. Z lC WOOO OUCKS SHALL Bt INn ALL60 (>>OT'8Y LAWSON l!ill.) AND ANCHQRCO
SO THAT THS BUllOINQ hESIS1S TI-1I SUPiRJ/'I4l0Sf.Q LO"DS Itf ACCORDANCE
WITH REQUlREMENU OP ,nto s.p.e.c. .
:. ANtHtm OdCRlfH:O IN nn LA'fOUl' ARE AS PER Tn1 Ill/IT. OtHER
CONotTIO~S TO 81 EHOINUR€O se;PARA TEt.'f.
I. ANCf101l CONlIITIONS NoT ctstMH!O 1/4 THlS DlVoWJNlJ ARE 10 BE l';NCi1NUAEO
ON A SITlE SPECIfIC BASIS,
~...._,__t
CI
It " S,H.S.
\Y....I1lN. wooo tMlIED
AS SHOWN ON ELlV"TIO~
15!t1 SCHEOUI,.! anow 'OR
N\JHB!A 0' ANCHORst
CLtAA AOHE.Stv!
EDCING COMPOUN
EHllEO.
IT'J'P.I
1.t25"
4
, " to S.t1.S,
m" Hll-l, wooo tHBtD
~ ,... FAOM CORNERS
t. @l H19POINT
%IC II' T.I
\oI0008U(1{
'11'" H,\X.
Skti
1
CLliAR AOH!SIVIl
BEOOING COM?IlWl1a It IP T.)
WOOD SUCK
PLAN VIEW
I
):
oS
.
'@
. .
.
.4 .
. '.
.
" .'
4
. ..
1';718" MIH.
, tO~~P.IST.
3/16"11 TAPCONS
If) '''PAON CQl\NERS
.
II 10 1H.S.
'Y," HlN. weoo EHBn
{,ill ,. fROM CO~NE~9
21(IP,f,1
waoo eue
HEADEf\ & SILL seOTION
~OT~SJ .
I. THIS WlI-IOO\.,I SYSTet11S O!SIQNfO AND T(sn:o TO COHPLV WITH TH! ALT. HEADER & SIL:.l.. SEOTION
MQUlIH:I1ENTS OP tHe: 1994 DACE COUNTY ,EOltION Oil 1HI SOUTH. .-- -- .
PL01\IQA BUllDINO COOElISJ',e,u CI....PTltR lo. CHAPTeR n. CHAPTtA 35.
UNOER THr SPECIPI( l:ONOlrIONS 'SHOWN ON THlS ORAWmo.
2, 11( OR 2 lC wooo aUCl<S SHALL lJC INSf Auto (NOr aVl.AWSOH IND.) AND
ANCHORED SO THAt TKB BlJIl.OlNG RESISTS TH! SVPIt~MPOSEO LOAOS IN
ACC~OANcr WITH REQUIREMENTS O~ '994 S.P.B.C.
3. AN(HOR OUCAIBED IN THIS lAYOUT Mil "5 PER TEST UNlt.OTHf.:R
CONOlTlO~S TO ell ENQINEEIUO SEPARATE!. V.
4, ANCliQIHONOITJONS NOT OESC~leeo IN THIS OAAWlNI1 ARC TO OIEN13fNtE:AlQ 1/0.114 PAIltN1HUIS IHOll;A'U II~QlI
.Ol'f A SITI SPECifiC IMSI9. . ANCHeRS pa. JAKlI
2 lC tl'>;r.1 WOOD aUCl<
. NOT BY LAWSOtf INO.
MUST SUSYAll41l1POSEO
I.0AOS
It 10 S.H.S.
1~" MIN. WOOD EMBED
SEE 5CHEOUU BEt.OW
FOR ANCHOR SPACIllCl
ITYP.I
3/16" ANNEALED GLASS
FIN FRAME
2x WOOD BUCK
HEAVY DUlY RAIL
TEST UNIT
PERFORMANCe SUMMARY
RE:FEIUNct, PTL.1891 12.\1.97
fUT SIZ!:I"_ 51...1/e" l< 75-111"
TEST LOADSt ~94,5. -94,S PSP
OESIGN LOADSt ..6'.M. .63,0 PSI'
WATEA INFILTRATION TIl$T1 9.5 PSI'
TESTED aLASS. 3Jl&-.ANN(.AlEQ
MAX. JAMB StAEW SPACING_ 15-3/4" & ,a..3/1,'~
@
NON:!MPAOT RESISTANT'
WINOOW
WroTH.
3/16'.ANNeAlEO G~SS.HO RAIL
WlNOOW oOMPARAnVII ,
ANALYSIS OHARi
DESIGN LOAD
'OM'ACIlY. PSI'
POSITIVI N((l" fIVE
6),' 51'"
t' "....'._4. .t ..
63,) nM
. &is ."fi'i1:~" u
6).] in.".
It."1 fJ.J 'zu
as. ,ii' .MIO ... f'J.J 'iri:': .
fUHi'f'lf tst "~'6Ij:i" ;~i" . .
. .., 6, " ~ " U'i"" I
1l.IIO AU \~..
n.,,. .' UJ, ))6.1
tc:'"it ~g.SJa '.. ,i:iM\H i ~"ici.-..
H"';rH ". .. ,.,:; t .' .. 1)~O . .-
. ,t. ....U...H..... , .. CHU'"
u.va au 11.1
\f.tll 6J,) ao",
~... . " H."....... , ..,.
21.1" " UJ 'Il,Co
'i, · (6t . ,".1 " ',ji.1
. II"" U",I,U'lll . . , ,..
U-111 n.J . 'lU
IMII "', ZU,l
u, Hf., .,...... . t
24-1'2 un,' 1"-.2
t Ii f ". ., .6'':i.' " ."";"~:;
hu...1I . "
53.11. n a 1lt
.'.V/I au IOU
21:',ii 14.1/4 . 6;J ..to '''',i1.,' .
iT Ill" ;i.i u,S
',i:". ,r;:'I'.~ ,t~
1ItJ.IN PAlltNTHU4S IIIIHCAUS /l0.1l'
ANCHORS p~ Witt
///.
.~ f ~ /
II ...
o.
/ ' .au" ;~
~f?/ ~
~Sl
~M
~ ~~
~~
ELEVATION
FIN fRAMe
SINGLE HUNG WINOOW
" .
.'
, lC IP.T.. weOD BUCK APPRovroA$C:OMPLYiNG~fH .
NO'T O\' LAWSON mD SOllT R,ORlOA SUllO/NO CODl!
HUST SiJstAIN IHPOstq,ATS (It "'^Q\
LOA!>S " '-Y
V/I".ANN. . BY~_~
GLASS' , ~ . reo OI.O/VTSI H
,/10" !HIM 4 eutbtl1l1COOECOMPUANC
HA ACCEflTAHCeN t~ I 6 .
.. ~ .,
311ft" ~ T^PCO~
(st(SCHEOVlt
. BEI.OW f~R NUH~ER
o~ "tiCH Alii
'1,.,.~OQW.
10TI1
"'''HAX '."4"
tl''l'P,1 ttYP.1
~
/ '
////
/ /.~ /
l-
/ ' .8 $" ;~
~f?/
~~
51'"
if r~
~2
'"
U 4"
ELEVATION ITYP.I
~. HAX.
FLANGE fRAME (1''iI'.1 I.
SINGLe HUNG WINDOW
@)
'II
4 .
.
:lJ1B.ANNe~EO GlASa.HI) RM.
WiNDOW COMPARAllVE
. ANAl.VSIS CHART
WI~OOW DESIGN LOAD OAPACnv. PSI'
O.",EIlSIONS WOOO SCI\IM'tI (2Jc ~OC &~ TAPCoNS (fl( WOOD suet<) TN'CON9 (II( WOOO SUCIQ
~~m ~~e:'J I~m~: pOSitIVI liCOMIYC OT.,.. 0' POSITlV! NEQ" Tlvl I ~l1;J; Pll$I1'IVr f/C9A,.,VE
".fll 11).;1 U't.'l' It.' 'U.Io n,J ZLa.6
,.............. ,',,1 . . I.......'.., ....... III e'3. j . ,n., .
44'''' llU f)t 111 10'.' 'S)
. ... n III .",..11"" ... U. It" . . ... . .. "'4' I"',IU" It .......... .
'7.. n.) . 114,' IU ,1,,1 IU IH.I.
. 6).; ',,,,, t.' . If"" ..... ... '1,) ,
!o)-IIO SU U.o eu
,'.111 U:II 14U OJ 1SU fJ,J nu
'1"...tI.. .. ,. ... lu' Itt II . . I.... If .u.t' t. UIIU'U'
as-III n.) 11'" 151 IJ.1 m.T 111 6U I".'
'n JS. '" m 141". ,..." It ~. . I . ,j,j' . . 'ii:i tilt.h"4" .
. 6U 12... . 6J.J "'.11
uu,. ... n:, . ........ ... t').s 5.:" I' aU .. .
n.11I av.., 11.2
1'.111 au I.... IU UU us . Ila.~
,,'4.1"". .,....,... ... UI&4...,. 6J,J .. ~.... I.... ",
U.l/i au I1U III su nJ 1.1.1 "49
nul. . 1f..,1 tU . .. - . n.t' . It ...."......,... .l'...... ... . ei..
)f In n.J '''' n.1
.. "t .. .nh..... " t 'H' .. . .. "' 1'_""'" ...UHI .
51.". U,) 61.0 .. . 6).] n.J
19.111 ".1 aOL.9 .U \H,' n.1 nu
"'01" . ut,.u..n' ,... II .'ttn...... "''''''''_''04' , , ,...u.u. .. "'.0
24."2 U.I . 'H.' 1&1 I),) 91.. let 63.J
IU" .. U 161 ..... U. ".. h II~' . ... . 5'" tH..'....... .. 1';:4 .
2'.u n.J 101.0 n.s 53.J
. .1 . . .........., . , ..u..,. I.... Ii..&.
SJ-,It 62.1 lU JU U.:t ",J
U.II!. n.' aU.s u.) " ,~],!:~ U.1 ,,8.11
.. . . 's:i.a. . ........... . . .
u.t/Z n.1 .111 IU tOo,S Itl 51"' U9.0
.,11" 6J 1'1 . "''''f' t """H~' .. ,ut It
:n n.J 'OS.1 us 11.9 n.!1 n.'
" . . . . 11",",_" 6).3
!:i-"I 6U n.1 :l'.S so.t 6'.c.
,.."1. IU ItU n.J \I'.CI au ISL1
, .. , .. a,:, .. n.)
~6"IZ 11:1 no.' 111 n,' 191 'OM
"fL-II&. I'll uu. .. us ;1.1."
n .n 1M ,u ":0
, u.,,; . . . . it.. . i,',i
su su - ". .
I'
70JO H~W. 37lh CT.
~, .. AiiATS O'N MtA-'1f. (LOAm 33141
,; . Y Y (305) 696..8660
',I ~OUS'RtIS,IHC
IAAMJrACltJR[R5 or WINDOWS' OOOhS
:"
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
RouQh openings o.re 114' sf"lo.ller on eo.ch side o.ncl 114' sf"Io.ller on the
heo.~er tho.n sto.ndo.rd Therf"lo.- Tru rough openIng dlf"lenslons,
Use only Q Mo.xlf"luf'1 of 114' thick shiMS,
Predrill the jo.f"Ibs o.nd heo.ders using 118' drill bit. Pre drilling
increo.ses structuro.l perforf'1o.nce,
Use only 2-112' wood screws (#8 o.nd #10) when securing the pre
hung rro.f"Ie to the rough opening buck, Drywo.ll screws1 deck screws1
o.ncl no.ils o.re Insufficient o.nchorsJ o.nd should not be substltutecl for
wood screws,
Be certo.ln of the nUMber o.ncl plo.cef"lent of o.ll screws securing the fro.Me
to the rough opening buck. Consult the o.rchitect or engineer of record
concerning t'o.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 ~ILL BE ACCEPTABLE PROVIDED THE
3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
SHO~N, THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAMEl. 1 x P.T. BUCK STRIP AND HAVE A MINIMUM
OF 1 114' EMBEDMENT INTO THE MASONRY JAMBS,
,
,
, 6
6' 6'
SPACE
EVENL Y
-I
6'
1- J. 6'
l
6'
SINGLE DOOR
SINGLE DOOR ~ SIDELITE
SINGLE DOOR IJ / SIDELITES
,I
-!
6'
DOUBLE DOOR
~ CREATED 11/11/02
120 MPH
3 SEC. GUST
D E D'AN6CO
ENGINEERING, PA.
P.o. eox 340l2> .. APOLLO eEAC1-4 - FLORIDA .. 3~12
~ .. (813) 64& 0166 FAX .. (813) 64& <a6ca8
1::'12 491((') @THESE OOA'MNGS AND DESIGNS ME 1I1E JOINT PROt'ERIY ~ DANSCO ENGINEERING, P.A. Alj() THE
...... CUENT ON THIS PROJt:CT. IINY R1:PROOUCllON 00 UNAUTHORIZED USE IS PROHIBITID. - 2003
LENNA~ ~OMEe
ecAL.E NOTED
DATE 11/12>2
DOOR" WINDOW INSTALLATIONS
ORAlLN 6.V.
TAMPA DIVf&ION
DE JOe NO. FM .. ~1
6DU1l-L.
,~:ZgqQfLANGe FRAME
SlNGl.E HUN~NOOWTEST
VN~~~NCeSOMMAA~
~":i~~ % lJ:!. H IW' fv.lI~e II oVtR II
,fsuDAos. .u.J"uf H' III O~ II IIIl.DUCl(1
J) ~l:~= ~~t:"Al1IQt:Ti:1~ ~~:ps"
1tSI(O G\.AU. ,i'.',<l.loIl/fAU(J
/\Ale. lVi' st~lW $'A(nllS. 1$,"4." "."4'
(AV.oMl'I1llO II or..111.lOln
!Willi O!(/'1'I.'.,ln I
!Ln 11ze . U II 1'.1' \14' , n.A~Gt II ove,,-,-,
lut LCACS. .n",.n.s PS' lit 0' I. \oIo.OU....
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.... .....eo ...., ..
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I.'~
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2 ~.\TWIAL CH~A~ISTICS~
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STRUCT1JRAL COMPONENT CONNEC TORS (MASONRY/CONCRETE) SIMPSON STRUCllJRAL COMPONENT CONNEC TORS (MASONRY/CONCRETE) LISP DOORS HOOD ENTRANCE LAHSON INS. FL 122<1 12/05/2005
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STRUCllJRAL COMPONENT METAI2 SIMPSON FL 414 10/03/2005 STRUC llJRAL COMPONENT HTA20-1~ USP FL ~5'1 10131/2005 NINDONS FIXED NINDONS KINCO FL 125 0<1/11/2005
STRUCllJRAL COMPONENT MET A 16 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT HTTI6 LISP FL ~21 10131/2005 NINDONS FIXED NINDONS BETTER BILT FL 616 PENDING
STRUCllJRAL COMPONENT META20 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT HTT22 LISP FL ~21 10131/2005 NINDONS FIXED NINDONS FLA. EXTRUDERS (MILESTONE) FL 44 0<1/02/2005
STRUCllJRAL COMPONENT HTTI6 SIMPSON FL 503 10/03/2005 STRUC llJRAL COMPONENT L TSI'1 LISP FL ~22 10131/2005 NINDONS FIXED NINDONS 6ENERAL ALUMI M\NUM FL 255 0<1/24/2005
STRUCllJRAL COMPONENT HTT22 SIMPSON FL 503 10/03/2005 STRUC l1JRAL COMPONENT L TS20B USP FL ~22 10131/2005 NINDONS FIXED NINDONS 6ENERAL ALUM I M\NUM FL 263 0<1/25/2005
STRUCllJRAL COMPONENT L TTI'1 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT MTSZ7B USP FL ~22 10131/2005 NINDONS FIXED NINDONS 6ENERAL ALUMI M\NUM FL 16'1/ 02104/2006
STRUCllJRAL COMPONENT L TT20B SIMPSON FL 414 10/03/2005 STRUCl1JRAL COMPONENT IDX2 USP FL ~16 10/31/2005 NINDONS FIXED NINDONS SIMONLON NINDONS FL 11~ 0<1/1'1/2005
STRUCl1JRAL COMPONENT LTTI31 SIMPSON FL 414 10/03/2005 STRUCl1JRAL COMPONENT IDX20 LISP FL ~16 10131/2005 NINDONS SINGLE HUNG LAHSON INS. FL 1225 12/05/2005
STRUCllJRAL COMPONENT MTT2~B SIMPSON FL 503 10/03/2005 STRUCl1JRAL COMPONENT IDX5 LISP FL ~16 10/31/2005 f'iINDONS S INGLE HUNG KiNCO FL 123 0<1/11/2005
STRUCllJRAL COMPONENT HTSMI6 SIMPSON FL 1423 12/30/2005 STRUC l1JRAL COMPONENT LLlGT2 LISP FL ~11 10/31/2005 f'iINDONS S INGLE HUNG BETTER BIL T FL 663 PEND I NG
STRUCllJRAL COMPONENT HTSM20 SIMPSON FL 1423 12/30/2005 STRUCl1JRAL COMPONENT HGAMIO LISP FL ~1'1 10131/2005 f'iINDONS SI NGLE HUNG FLA. EXTRLlDERS (MILESTONE) FL 42 0<1/02/2005
STRUCllJRAL COMPONENT MTSMI6 SIMPSON FL 1423 12/30/2005 S TRUC llJRAL COMPONENT FA3 LISP FL ~22 10131/2005 NINDONS SI NGLE HUNG 6ENERAL ALUMIM\NUM FL 254 0<1/24/2005
STRUCllJRAL COMPONENT MTSM20 SIMPSON FL 1423 12/30/2005 STRUCl1JRAL COMPONENT PAU44 LISP FL f>21 10/31/2005 NINDONS SI NGLE HUNG 6ENERAL ALLlMI M\NUM FL 16<1~ 02/04/2006
STRUCllJRAL COMPONENT MSTCM40 SIMPSON FL 1'101 02/1~/2006 S TRUC l1JRAL COMPONENT PAU66 USP FL ~21 10131/2005 NINDONS SINGLE HUNG SIMONLON NINDONS FL 204 0<1/22/2005
STRUCllJRAL COMPONENT HD2A SIMPSON FL 503 10/03/2005 STRUCllJRALCOMPONENT PHD2 LISP FL ~11 10131/2005 NINDONS SINGLE HUNG ENER6Y SAVINGS PRODS. OF FL FL 1'150 03/12/2006
STRUC llJRAL COMPONENT HD5A SIMPSON FL 503 10/03/2005 STRUC l1JRAL COMPONENT PHD5 USP FL ~11 10/31/2005 NINDONS DOJBLE HUNG ENER6Y SAVINGS PRODS. OF FL FL 1'153 03/12/2005
STRUCllJRAL COMPONENT HD6A SIMPSON FL 503 10/03/2005 S TRUC l1JRAL COMPONENT PHD6 LISP FL ~11 10131/2005 NINDONS HORIZONTAL SLIDERS LAHSON INS. FL 1226 12/05/2005
STRUCllJRAL COMPONENT HD~A SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT PHD~ LISP FL ~11 10131/2005 NINDONS HORIZONTAL SLIDERS SIMONLON NINDONS FL 203 0<1/22/2005
STRUCllJRAL COMPONENT HDIOA SIMPSON FL 503 10/03/2005 NINDONS HORIZONTAL SLIDERS KINCO FL 124 0<1/11/2005
STRLlC llJRAL COMPONENT HDI4A SIMPSON FL 503 10/03/2005 NINDONS HORIZONTAL SLIDERS BETTER BIL T FL 610 PENDING
STRUCllJRAL COMPONENT HDI5 SIMPSON FL 503 10/03/2005 PRODUC T CA TE60RY CONNECTORS (HOOD) LISP NINDONS HORIZONTAL SLIDERS FLA. EXTRUDERS (MILESTONE) FL 43 0<1/02/2005
STRUCllJRAL COMPONENT H6T2 SIMPSON FL 414 10/03/2005 STRUCl1JRAL COMPONENT RTI1 USP FL ~16 10131/2005 NINDONS HORIZONTAL SLIDERS 6ENERAL ALUM I M\NUM FL 254 0<1/24/2005
STRUCllJRAL COMPONENT HGT3 SIMPSON FL 414 10/03/2005 STRUCl1JRAL COMPONENT RT20 USP FL ~16 10131/2005 NINDONS HORIZONTAL SLIDERS 6ENERAL ALUMIM\NUM FL 16'1~ 02/04/2006
STRUCllJRAL COMPONENT HGT4 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT RTI6 USP FL ~16 10/31/2005 NINDONS MVLLlONS LAHSON INS. FL 1221 12/05/2005
STRUCllJRAL COMPONENT L6T2 SIMPSON FL 1423 12/30/2005 STRUCl1JRAL COMPONENT RT16-2 LISP FL ~16 10/31/2005 NINDONS MVLLlONS KINCO FL '151 11/04/2005
STRUCl1JRAL COMPONENT MGT SIMPSON FL 1423 12/30/2005 STRUCl1JRALCOMPO~T MTWI2 LISP FL ~20 10/31/2005 NINDONS MVLLlONS FLA. EXTRUDERS (MILESTONE) FL <114 PEND I NG
STRUCT1JRAL COMPONENT HeAIO SIMPSON FL 1423 12/30/2005 S TRUC l1JRAL COMPONENT MTWI6 LISP FL ~20 10131/2005 NINDONS MVLLlONS 6ENERAL ALUM I M\NUM FL 1252 12/03/2005
STRUCllJRAL COMPONENT HGAMIO SIMPSON FL 1423 12/30/2005 S TRUC l1JRAL COMPONENT MTWI~ LISP FL ~20 10131/2005 EXTERIOR DOORS SLIDING LAHSON INS. FL 122~ 12/05/2005
STRUCllJRAL COMPONENT MSTAM24 SIMPSON FL 1'101 02/1~/2006 STRUC l1JRAL COMPONENT HTWI6 LISP FL ~20 10/31/2005 EXTERIOR DOORS SLIDING KINCO FL 126 12/05/2005
STRUCT1JRAL COMPONENT MSTAM36 SIMPSON FL 1'101 02/1~/2006 STRUCl1JRAL COMPONENT HTN20 LISP FL ~20 10131/2005 EXTERIOR DOORS SLIDING BETTER BILT (MI HOME PRODJ FL 561 12/30/2005
STRUCl1JRAL COMPONENT HM<1 SIMPSON FL 1423 12/30/2005 S TRUC llJRAL COMPONENT SPT22 LISP FL ~11 10131/2005 EXTERIOR DOORS SLIDING FLA. EXTRUDERS (MILESTONE) FL 45 0<1/02/2005
STRUCllJRAL COMPONENT MAS SIMPSON FL 414 10/03/2005 STRUC l1JRAL COMPONENT SPT24 LISP FL ~11 10/31/2005 8<TERIOR DOORS SLIDING 6ENERAL ALUMIM\NUM FL 264 0<1/25/2005
STRUCllJRAL COMPONENT ABU44 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT SPT4 LISP FL ~21 10131/2005 XTERIOR DOORS SLIDING SIMONLON NINDONS FL 1~4 0'1/22/2005
STRUCllJRAL COMPONENT PHD2-SDS3 SIMPSON FL 503 10/03/2005 STRUCT1JRAL COMPONENT SPT6 LISP FL ~21 10/31/2005 FXTERIOR DOORS SLlDIN6 THERMO- TRU CORP. FL 1110 11/20/2005
STRUCllJRAL COMPONENT PHD5-SDS3 SIMPSON FL 503 10/03/2005 S TRUC l1JRAL COMPONENT A3 LISP FL ~20 10/31/2005 XTERIOR DOORS SNINGING LAHSON INS. FL 122<1 12/05/2005
STRUCllJRAL COMPONENT PHD6-SDS3 SIMPSON FL 503 10/03/2005 STRUCllJRAL COMPONENT A34 USP FL ~16 10131/2005 FXTERIOR DOORS 6ARA6E DOORS CLOPAY BULlDING PRODUCTS FL 542 12/12/2005
STRLlCl1JRAL COMPONENT PHD8-SDS3 SIMPSON FL 503 10/03/2005 STRUCl1JRAL COMPONENT MP4F USP FL ~21 10131/2005 EXTERIOR DOORS 6ARA6E DOORS HAYNE DALTON DOORS FL ~~1 11/04/2005
STRUC llJRAL COMPONENT LTAI SIMPSON FL 1423 12/30/2005 STRUCl1JRAL COMPONENT LST AI2 LISP FL ~16 10/31/2005 EXTERIOR DOORS SNINGING JELD-NEN FL 4'1~ 10/31/2005
STRUCl1JRAL COMPONENT LSTAI5 LISP FL ~16 10131/2005 EXTERIOR DOORS SNINGING JELD-NEN FL 53<1 10/31/2005
S TRUC l1JRAL COMPONENT LSTAI~ USP FL ~16 10131/2005 EXTERIOR DOORS SNINGING PLASTPRO I NCJNANY A PLASTICS FL 1321 12/15/2005
PRODUC T CA TE60RY CONNECTORS (HOOD) SIMPSON S TRUC l1JRAL COMPONENT LSTA24 LISP FL ~16 10/31/2005 XTERIOR DOORS SNINGING THERMO- TRU CORP. FL 11~5 11/21/2005
STRUCllJRAL COMPONENT H25 SIMPSON FL 414 10/03/2005 STRUCllJRAL COMPONENT LSTA30 LISP FL ~16 10131/2005
STRUCT1JRAL COMPONENT H5 SI MPSON FL 414 10/03/2005 STRUCT1JRALCOMPONENT LSTA36 LISP FL ~16 10/31/2005
STRUCl1JRAL COMPONENT H1 SI MPSON FL 414 10/03/2005 STRUCllJRALCOMPO~T MSTC40 LISP FL ~11 10/31/2005
STRUCl1JRAL COMPONENT HIO SI MPSON FL 414 10/03/2005 STRUCl1JRAL COMPONENT MSTC52 USP FL ~11 10131/2005
STRUCllJRAL COMPONENT H10-2 SIMPSON FL 414 10/03/2005 S TRUC T1JRAL COMPONENT MSTC66 USP FL ~11 10/31/2005
STRUCllJRAL COMPONENT HI6 SIMPSON FL 1423 12/30/2005 STRUCl1JRALCOMPO~T MSTC1~ LISP FL ~11 10/3/12005
STRUCllJRAL COMPONENT MTSI2 SIMPSON FL 414 10/03/2005 STRUCl1JRAL COMPONENT KCC44 USP FL ~22 10131/2005
STRUCl1JRAL COMPONENT MTSI6 SIMPSON FL 414 10/03/2005
STRUCl1JRAL COMPONENT MTS20 SIMPSON FL 414 10/03/2005 PRODUC T CA TE60RY
STRUCl1JRAL COMPONENT HTSI6 SIMPSON FL 53~ 10/03/2005 MASONRY HANGERS LISP
STRUCllJRAL COMPONENT HTS20 SI MPSON FL 53~ 10/03/2005 STRUCl1JRAL COMPONENT NFM LISP FL 51 ~ 10/0<1/2005
STRUC llJRAL COMPONENT SPI SI MPSON FL 414 10/03/2005
STRUCllJRAL COMPONENT SP2 SI MPSON FL 414 10103/2005 PRODUC T CA TE60RY SUB CA TE60RY MANUF AC T1JRER FL 1* EXPIRATION DATE
STRUCllJRAL COMPONENT SP4 SI MPSON FL 414 10/03/2005 STRUCllJRALCOMPO~T CONCRETE LINTEL CAST CRETE FL 15~ 0<1/1~/2005
STRLlCl1JRAL COMPONENT SP6 SIMPSON FL 414 10/03/2005 S TRUC llJRAL COMPONENT CONCRETE LINTEL LOTT'S FL 1441 03/11/2006
STRUCllJRAL COMPONENT SSP SIMPSON FL 1423 12/30/2005 STRUC llJRAL COMPONENT CONCRETE LINTEL NEIKIHA FL 141~ 03/11/2006
STRLlCllJRAL COMPONENT DSP SIMPSON FL 1423 12/30/2005 STRUCl1JRALCOMPO~T CONCRETE LINTEL COMMERCIAL FL 1114 03/12/2006
STRUCl1JRAL COMPONENT A23 SIMPSON FL 414 10103/2005 STRUCT1JRALCOMPONENT CONCRETE LINTEL MARION MASONRY FL 2155 03/2<1/2006
STRLlCl1JRAL COMPONENT A35 SIMPSON FL 414 10/03/2005
STRUCllJRAL COMPONENT LTP4 SI MPSON FL 414 10/03/2005
STRLlCl1JRAL COMPONENT L6T2 SIMPSON FL 1423 12/30/2005 PRODUC T CA TE60RY SUB CA TE60RY MANUF AC llJRER FL 1* EXPIRATION DATE
STRUCllJRAL COMPONENT MGT SIMPSON FL 1423 12/30/2005 ROOFING ASPHAL T SHINGLES 6AF Materials Cor. FL 1~3 0<1/30/2005
STRUCl1JRAL COMPONENT HGT2 SIMPSON FL 414 10/03/2005 ROOFING ASPHALT SHINGLES CERTAIN TEED CORPORATION FL 250 0<1/24/2005
STRUCl1JRAL COMPONENT H6T3 SIMPSON FL 414 10/03/2005 ROOFING ROOFiNG TILES MONIERL LIFE TILE FL 560 11/04/2005
STRUC l1JRAL COMPONENT HeT4 SIMPSON FL 414 10/03/2005 ROOFING CEMENTS-ADHES I VE5-COA TINGS TROPICAL ASPHALT PROD CORP FL 14~3 01/00/2006
STRLlCl1JRAL COMPONENT LSTAI2 SI MPSON FL 1'101 02/1~/2006 ROOFING LlNDERLA YMENTS TAMKO ROOFING PRODUCTS, INC FL 1144 02/10/2006
STRUC l1JRAL COMPONENT LSTAI5 SI MPSON FL 1"101 02/1~/2006 ROOFING CEMENTS-ADHESIVE5--COA TINGS TAMKO ROOFING PRODUCTS, INC FL 141'1 01/06/2006
STRUCllJRAL COMPONENT LSTAI~ SI MPSON FL 1'101 02/1~/2006 ROOFING ROOFING FASTENERS SENCO PRODUCTS FL 2211 04/05/2006
STRUCllJRAL COMPONENT LSTA24 SIMPSON FL 1'101 02/1~/2006 S TRLt-llJRAL COMPONENT DECK-ROOF EN6LERT, INC FL 2266 04/13/2006
STRUCllJRAL COMPONENT LST A30 SIMPSON FL 1'101 02/18/2006
STRUCllJRAL COMPONENT LSTA36 SIMPSON FL 1'101 02/1~/2006 PRODUC T CA TE60RY SUB CA TE60RY MANUFACllJRER FL 1* EXPIRATION DATE
STRUCllJRAL COMPONENT LST14q SIMPSON FL 414 10/03/2005 S TRUC l1JRAL COMPONENT EN61NEERED LLlMBER TRUS JOIST FL 1630 02/13/2006
STRUCllJRAL COMPONENT MSTC2~ SI MPSON FL 414 10/03/2005 S TRUC l1JRAL COMPONENT EN61 NEERED LLlMBER BOISE ENG. HOOD PROD. FL 1644 03/12/2006
STRUCl1JRAL COMPONENT MSTC40 SI MPSON FL 1'101 02/1~/2006 S TRUC l1JRAL COMPONENT EN61 NEERED LLlMBER BOISE ENG. HOOD PROD. FL 1645 03/12/2006
STRUCllJRAL COMPONENT MSTC52 SIMPSON FL 1'101 02/1~/200o
STRUCT1JRAL COMPONENT MSTC66 SIMPSON FL 1'101 02/1~/2006
STRLlCl1JRAL COMPONENT MSTC18 SIMPSON FL 1'101 02/1~/2006 PRODUCT CATE60RY SUB CA TE60RY MANUF AC l1JRER FL 1* EXPIRATION DATE
ROOF VENTILATORS SOFFITS KAYCAN LID FL 1%5 04/05/2006
ROOF VENTILATORS SOFFITS KAYCAN LID FL 1140 12/1'1/2005
PRODUC T CA TE60RY HANGERS SIMPSON ROOF VENTILATORS SOFFITS CAMERON ASLHLEY BUILDING FL 406 11/24/2005
STRUCl1JRAL COMPONENT HUS26 SIMPSON FL 414 10/03/2005 OntER MODIFIED BIl1JMEN CERTAIN TEED CORP-ROOFING FL 41'1 10/02/2005
S TRUC llJRAL COMPONENT HUS26-2 SIMPSON FL 414 10/03/2005 OntER TY\iEK HOUSE NRAP DUPONT FL 2145 PEND I NG
STRUCllJRAL COMPONENT HUS28 SIMPSON FL 414 10/03/2005 OntER 6LASS BLOCK PITTSBUR6H CORNING CORP FL 250 0<1/24/2005
STRUCllJRAL COMPONENT HUS28-2 SIMPSON FL 414 10/03/2005
STRUCllJRAL COMPONENT HUS210 SI MPSON FL 414 10/03/2005
S TRUC l1JRAL COMPONENT HUS210-2 SI MPSON FL 414 10/03/2005
STRUCllJRAL COMPONENT H60S26 SI MPSON FL 414 10/03/2005
STRUCl1JRAL COMPONENT H60S26-2 SIMPSON FL 414 10/03/2005
STRUCl1JRAL COMPONENT H60S28 SI MPSON FL 414 10/03/2005
STRUCl1JRAL COMPONENT H60S2~-2 SIMPSON FL 414 10/03/2005
STRUCllJRAL COMPONENT H60S210-2 SIMPSON FL 414 10/03/2005
S TRUC llJRAL COMPONENT HUSC26-2 SIMPSON FL 414 10/03/2005
STRUCllJRAL COMPONENT HUSC2~-2 SI MPSON FL 414 10/03/2005
STRUCl1JRAL COMPONENT MBHA SI MPSON FL 53~ 10/01/2005
STRUCllJRAL COMPONENT ITT SI MPSON FL 414 10/03/2005
PRODUCT CATE60RY ANCHOR SYSTEMS SIMPSON
STRUCllJRAL COMPONENT NED6E ANCHORS SIMPSON FL 402 10/01/2005
STRLlCl1JRAL COMPONENT SLEEVE ANCHORS SIMPSON FL 402 10/01/2005 r D E D AN5CO ~
STRLlCl1JRAL COMPONENT DROP IN ANCHORS SIMPSON FL 402 10/01/2005
STRLlCl1JRAL COMPONENT THD TITEN HD SIMPSON FL 2304 04/06/2006
STRLlCl1JRAL COMPONENT rrn TI TEN SCREW SIMPSON FL 2355 04/30/2006 & CREATED 04-05-04 ENGINEERING, P A.
p.o. eox 3~ - APOLLO 6E~ - FLORIDA - 33&12
PRODUCT CATE60RY CHEMICAL TIES SIMPSON ~ - (813) 64& 0166 FAX - (813) 64& ~~
S TRUC llJRAL COMPONENT SET EPOXY SIMPSON FL 402 10/01/2005 E64&10 @mESE DRA'MNGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA. Be mE
CUENT ON 111IS PROvfCT. ANY REPROOUCnoN OR UNAU1110RIZED USE IS PROOIBllED. - 2004
STRUCT1JRAL COMPONENT ET EPOXY SIMPSON FL 402 10/01/2005
STRUC l1JRAL COMPONENT AT ACRYLIC-TILE ADHESI'iE SI MPSON FL 2304 04/06/2006
8CALE NOTED D~ av.
DATE 4/S/04 N:/BLOCKS/STD 2001
FLORIDA PRODUCT APPROVAL
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