HomeMy WebLinkAbout212 Belgian Way 04-841 New Construction SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS v n tjorLOn dl Dr #102
62.50 Hazeltine N
Orlando FL'2822
7
(407)85-9101
PHONE NUMBER Ci3C 055300
PROPERTY OWNER
I
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
I
SUBDIVISION
PERMIT #IQq ( DATE .319 /10.2
PERMIT DESCRIPTION T-4w 4L 40614, r4i
PERMIT VALUATION
SQUARE FOOTAGE Y 0
III-all
C% 121-QII CCJJ
9' -all
2 1 4 11
1
23'-811
1 �I_if 11
\ — — — — `" f /
#OWEL PLAN
— — — — —
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/
0
OPTIONAL
MSTR•
CLOSET
HURRICANE RESISTANT
--------------------
1 ELEV. 99 & G" DOWEL LAYOUT
WELDED
(0x(0 -w14
CONC. SLAE3
2 #5's CONT.
nA fNTEF�lOfi;�,l 8EAi;INCB WALL
NOTE: FOR FLOOR SEARING WALLS
DO NOT INSTALL CONNECTORS.
GONNEGTORS ONLY NEEDED WHEN THERE
IS UPLIFT ON WALL
Mo a
I -FOUNDATION PLAN
b-
m
3 1/2"
CONC. u
SLAS m
�o 0
oCD�
U
Wa O
U
u111
's)a
wu °u
- all CURB
WALL
H.S.
I SANFORD BUILDING DEPT.
i -(HESE PLANS i-.72 REVi?`.':E D AND CONDITIONALLY'
�iCCEPTE) FOH ISSUED SHALL Bc
'ECONSTRVED TO emu: A. LiCi:i�S' l'O PROCEED WITri
`fH(d WORK AND NtD'f A ALJTHQRIiY TO VIOLATE.
ANCEL, ALTFER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE Tl '_'HMCAL CODES, NOR SHALL
ISSUANCE OF A PF,RIMiT PREVENT THE BUILDING
.I/EPT FROM 7HFi ,.LAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE PLANS, CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODES.
li
{ w-
iViodel C0c�-
SkartOfi 1. wII 1fiq �'Qdq 1997 ed.
t;?endard t�!lrtrrt�i►t_r ()Q- d@ 1997 ed.
FR0,ndard M00hahioal Code 1997 ed.
Nvllrk,finl Electria., I �ti �ae�f7 •I 996 ad.
Scif, City Code AMTENDMENTS
FL. Ac,cessib;lizy c a!:1es 1997
FL. Energy Code 1997
4
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DATE: 12/03/01
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DATE: 12 / 0 3 / 01
SCALE: U4101'-0'
SHEET
IAOF 5
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g'-4" cLCx. �,(0 FOYER
ELEV. D,F m CTILE)
3'0
VAULTED CLG. - - >
ELEV. D,F ONLY
e I ENTRY >m
■
F= (2) 25-5I-1 W/
1/2 RND. ABV
I
(\ /�
99 ELEV. F99
— — — — — — — — — — — — x0l'i
— — — — — — — --
g'-4" CLG. N FOYER
ELEV. DP
-m 3, (TILE)
- - - - - - - - - - e
A
VAULTED CL-G. - - -
I ELEV. D,F ONLY la
Q
;
ENTRY > c
I w
F= (2) 25-SH W/ —
1/2 RND. ABV
101 —2 11 cn
I
13'-lID" 5'-411------------------------
99
ELEV. C')
SQ.FT. CALC.9S
LIVING
GARAGE
ENTRY
PATIO o
1132
45e?
22
5a,
SQ.
SQ,
ate.
FT.
FT.
FT.
FT.
TOTAL.
62-'2-3rO-
60.
PT.
f o— 9
-2
101-211 �'-4" 1-1'-1ID11
2
g'-lo" 1ID'-o" 1ID'-1ID" 51_211
S" WALL KNEE
PATIO 36" TALL XFI�
N SPACE
— SP�68 S.Cs.p. P)
25-SN 25-SN
orlo
2-4 NOOK `� I
N.B. 9'-4" CLG >� U LAV.
(TILE) Q ABO V E �6
w M.BATH I m MASTER
I I I = BEDROOM
9 - 4 CLG.
2 WALL 1 m
(TILE) A
�Q I KITCHEN m p
® (TILE) 1R-FSH
-31 Oil _,11/�12'—
AT.
INStLTION
Lo AAA
RANGE
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,
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OF s } QL
e
— — D n vC)
-- TILELINE - I BDRM.#3 `r
g'-�" 3'-411 o -4 HALL I I -
I u
-4 BATH 2_S I m I (CARPET)
`I TUB 5 - SN IN c0 c0
N vl�
(V
I
12'-ID" �'-4" 4'-ID" 331_011 m
R.A.C.
- - �%
SOFFIT I o� II I BDRM.#2
6l FOR AC � — — I 9'-4" CLG.
RETURN r — — �' I u - (CARPET)
FAMILY 30"x26" I �Q I I LAUN. N I �
ROOM � o _ I �'-411 CLG I ,n
_ I WATER HEATER IN
V-4" CLG- A.C. ,� I SAFTEY PAN
(CARPET) _ PLATFORM
3OX4& =
Q�
- ` coNDa
N
4'-ID" 5'-4" &'-IID" 2'-411 L 12'-011 i
b-
22"X 54"� '
ATTIC I
_ CCgSJ N
W1 OPTIONAL
TILE LINE g'-4' CLG. = PULL DN. STAIRS
— — — — E IL E V. A,B,C,G
BDRM.#4 ,� CLG.
DEN ELEV. D,E,F GARAGE N
(CARPET) 9'-411 CLG.
LINE OF CLOG.
CLG. ,�, N FOYER ELEV. D,E,F
® ELEV. D,F m TILE)
VAULTED CLG.— — —tL
14
ELEV. D,F ONLY �i'<1. 1-) � Q� �
ENTRY } m
w - H.B.
ui
■
3-ID DR. W/IID11
51DELITE ELEV. C,D,E,F
D= (2) 25-SN W/ D=50x30x36 ABV.
1/2 RND. ABV. E=5IDx3ox36 ABV.
F= 5®x2(ox51 AIBV.
E = 35-SH W/
54x1IDx16 ABV.
F= (2) 25-5N TEMP
W/ 1/2 RND ABV.
101-1ID" 3'=ID" 2'=411 2'=4" 2'-10" 21-011
13'-lID" 4'-8 21'-roll
4ID' - ID'
F L 0 11"D L A N
<r
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O OFT. ,4RC;H OFENING
6" PR.E-CAST WALL
(D OPT. CLOSET
u-
O OPT. POOL BATIK
rn, --CAST WALL
(o" PRE -CAST WALL
0
0
0 CQ
� V1
DATE: 12/03/01
8c ALE: 1/41=1'-0'
SHEET
2 of 5
i
91t-- 1 2 �
REAR ELEVATION
OFF -RIDGE VENT
9'-4" BRG.
9'-4" RRG.
1' - O"
PAINT OVER
GONG. PANELS
_ =T
O'-O" FIN. F= R,d,
OL — — — 9'-4" BRG.
1'-O"
O'-O" FIN. 1=LR.,j,
TEXTURED-
FINISN
RIGHT ELEVATION
1�6
CRICKET ---\
- ,�O'-O" FIN. FLR.
1-1
s
IN FEE FE-1 FOR IN IN
IN I FE I IN
E E m -1 EM1 FRE Eml
1 M1 FA E IM
FRONT ELEVATION
Or-F-RIDGE VENT
TEXTURED-)
FINISH c
LEFT ELEVATION
13'-6" BRG.
9'-4" BRG.
„,O'-O" FIN. FLR.
OL 13'-6" PRG.
:�,O'-O" FIN. FUR. 1
DATE: 12 / 0 3 /01
SCALE: V4101'-09
SHEET
3 E of 5
01% \3
I
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(22'IETA-fro
(2XIETA-16
M
,f
Y� 7j -i T
V __j Y_
TRUSS PLAN
* CONNECTOR5 TO 8E 51MP50N U.N.O.
* TRUSS TO E3LK META -fro W10-106XI 1/2
* TRU55 To WOOD MT5-12 W114-looIX1 1/2
a
M
L
K
2A IETA-16
(2A"IETA-I6
K
L
M
2X4 COLLAR TIE
EVERY OTHER RAr-TER
2X RAFTER
2-126 EVERY TRUSS /
IXry NAILER
2X RIDGE
3-12d RAFTER
TO NAILER
-f/I(o" O.S.B. -/ IXS NAILER -/-
OR 1/2" PLY. 2-126 EVERY TRUSS
CONV. FRAMING DETAIL/VALLEY
DBL. TOP PLATE
KNEE WALL DETAIL@ ENTRY
DBL 2 X 4 TOP PLATE
SP4 SP4
14'-0" BRG.a ENTRY
MSTA-24 Y
MSTA-24
2X4EXT
WALL 6 ENTRY
9-4" BRG.HG�T.BLK.
1/2" X S" A.BOLTS 1/2" X 8" A.B LTS
W/2" WASHER W/2" WASHER
3.EA. SIDE TYP. 3.EA. SIDE T1'P.
M5TA-24 (2) 2 X12 BM MSTA-24 DOOR
s 2X4PT.OR`_
2 X 4 W/ VAPOR
BARRIER
8" CMU BLK-
2 X 4 PT.OR
2 X 4 W/ VAPOR
BARRIER
2X4PT
3/4" X 2" RECESS
(ro - TYP.�
8" CMU ELK
J, m'-O" r-IN.FLR.
WDW/DOOR DETAIL
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(9 HIP DETAIL
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DATE: 12 /0 3 /01
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ELECTFRIC,AL LEGEND
SYMBOL
DEFINITION
NOTES
n n
110V OUTLET
I/2 OF OUTLET
110Y OUTLET
WIRED TO
SWITCH
EQUIPED WITH
11mY OUTLET
GROUND FAULT
GF I
INTERUPTER
220V OUTLET
GFI
EXTERIOR
GROUND FAULT
WATERPRO
OUTLET
INTERUPTER
SWITCH
�3
SWITCH
3-WAY OPER.
lt4
SWITCH
4-WAY OPER-
WALL
Y
MOUNTED L IGH
PILING LIGHT
i- 1
VAPOR PRO
`OiVP
LIGHT
col
RECESSED
CAN
I CFM PER
VENT. FAN
SQ. Ft.
VENT. FAN
1 GPM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
00000000
FLOURECENT
RAP AROUND
LIGHT
2' FLOURECENT
— — — —
4' FLOURECENT
®
PANEL
METER
SMOKE
GATT. BACK-UP
O
W/ HARDWIRE
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
TELEPHONE
®
JACK
WATER HEAT.
WH
DISCONNECT
AIR COND.
p/C
DISCONNECT
TY.
TELEVISION
JACK
CEILING BO
REQUfREP TO
CEILING
BE SUPPORTED
FAN/LIGHT
IN ACCORDANCE
W/ ROX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
INTERCOM
SPEAKER
WP.
GFI
ELECTRICAL PLAN
200 AMP
METER BASE 4 METER
MAIN DISCONNECT COMBO
SQUARED
200
AMP.
MAIN
DISC.
WPI
METER
FIELD
VERIFY
UNDERGROUND —*-
SERVICE BY
POWER CO.
4/0 ALU. GABLE
TYP.
200 AMP
INSIDE
PANEL
*4 COPPER TO 5/5" GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECTF�ICAL fRISEfR
A/C
DISC.
*12 COPPER TO
LIGHTS 4 OUTLETS
#10 COPPER TO WATER HEATER
*5 COPPER TO RANGE
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL GODES, AND THE LOCAL POWER CO.
\\\ 1 1/2"
2" -4
KITCHEN
SINK W/
AUTO VENT
TO
PLC MBING RISER MAIN
N
CC
0
N
\
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n
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DATE: 12/03/01
SCALE: V41•I1-01
SHEET
5 OF 5
1/211 X 911 Q.B. 3211 O.C.
_ ro"x(o° #10 W.W.M. WHEN UPLIFT FROM ROOF
z Q OR FIBERMESH
L21"
OR BOLTS AT 3' O.C.
�•, r 1 0 REINFORCEMENT
V. CONC.
11X6 " #10 W.W.M. �m
z - OR FIBERMESH
CONC, SLAB 4„ 4„ ° REINF RCEMENT 4, 8
ll
(2) CONT. #5 KEBABS 1'7_�
2✓'s CONT. 1 -ID
CONC. SLAB z `0 4"
4" 1 -al 4" f �l
= 0 3 #51s CONT. _ -' - m- ° ° THICKEN EDGE
m u INT 10 BEAi�IN UJ,4LL m - 1'-4`/I`- 2-#5'S ON CHAIRS GARAGE CURB STOP
CyTYP. WALL SECTION 2 ER �' fNTERIOR BEARING WALL 2-STOR)" �
E3L< SINGLE STORY NOTE: FOR FLOOR BEARING WALLS )� NotE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS. WOOD FRAME FOOTINC:;
CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS.
IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 3
15 UPLIFT ON WALL
3 1/2?" HEAD OF GARAGE #5 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS
3 Af; F HEAD OF GARAGE (VAIRIES WITH SLOPE) �� OF DOOR IF NEEDED) i DIM VARIES 5/8"
(VARIES WITH SLOPE) � DIM VARIES
9' ANCHOR BOLTS AT 3' O.G. -1 5/8" C B �� S"X6" #10 W.W.M. -1 5/8' CURB II (O"X6" #lID W.W.M. CURB �o"X6" #10 W.W.M. (3) # 5 RODS EA. WAY ON 811 CMU
4
9 ANCHOR BOLTS AT 3 O.G. OR FIBERMESH OR FIBERMESH II OR FIBERMESH
ONLY IF UPLIFT ON WALL EXTEND 1 1/2 II CHAIRS CMIN. 3" COVER)-7
"X�" #lID W W M " f RE INFORCEME T REINFORCEMENT REINFORCEMENT
11
"X�" #IID W.W.M. OR FIBERMESH w (K
OR FIBERMESH REINFORCEMENT II - � w II
REINFORCEMENT RECESS /2" � � } � - 4
�° _ m O °� m O °� m SLIDING DOOR TRACK
2-#5'S ON CHAIRS U (3-5'S W/2-STORY) _1
o 0 0 2-#5'S ON CHAIRS I I'-4° m SLOPE GONG.
0 0 1 m 51NGLE (3-5'5 W/2-6TORY) SING. 2'-ID" I TO FRONT(1/411-1/211)
/Ic
cn 1 -8 3 S S ON CHAIRS STORY STORY - I I/2"
2 #5'S ON CHAIRS I _g I'-8"
1'-IDI TWO 24'X24" EXT. PAD 5 1/2
'TWO
INSIDE FTC. At GARAGE STEP-UP STORY TORY
INSIDE FTC. AT GARACsE STEP=UP �'� 2-STORY BEARING WALL GARAGE SERVICE/POOL
1-51 ER BEARING WALL DOOR RECESS 8 GARAGE CURB �A GARAGE CURB ,� SLAB AT SL. GLASS DOOR
GONG. SLAB OVER GLEAN, R1=f3AR SET IN 2IDIDID
COMPACT TERMITE TREATED PSI EPDXY 25' MIN. ASV. TOP CORD BLOCKING AT 4'
L, (o MIL. VIE. VAPOR SLAB/(o" MIN. BELOW O.C. MAX. IN FIRST 2 FRAMING
-1 - 0 "X6" #10 W.W.M. SPACES AT EACH END.
& "X6' #lID W.W.M. �;, II OR FIBERMESH
GARAGE SLAB - z OR FIBERMESH REINFORCEMENT RAFTER OR TRUSS
REINFORG MENTNAIL-ALI_ NOTES IN REFERENCE
ROOF SHEATHING LAYOUT ROOF SHEATHING ROOFD1 ING SCHEDULE
,..ffTO 1997 EDITION OF S.B.C.C.I.
- W °yo-
AND E N D WA L L BRAG I NG rJ USE 1/I6' O.B.B. OR 1/2' PLY WITH "B GUN NAILS AT 4' O.C. AT STA N A Fi B U I L C7 I N G C O E S
CURB WALL 8" GONG. DRIVEWAY 0 o (o FOR GABLE END FiRAMING
N,TEF"EDIATE SUPPORTS. ALSO IEEE DETAILPPORTED PANEL EDGES ARD'-15 CAN .
AT b' O.C. AT
TYP. RETROFIT FOR ALL ROOF SHEATHING TO GABLE END FRAME
� GARAGE 3 #�'s CONT. OMITTED FOUNDATION DOWELS
Z USE '8 GUN NAILS • 4' O.C.
BEYOUND 1'_g 3" MIN. COVER IA Q EXTERIOR SHEATHING SITE PLAN NOTES
USE '1/I6' 0.58. OR V!' PLY WITH "8 GUN NAILS AT 6' O.C. AT
V V PANEL SIDES AND -8 GUN NAILS 4' O.C. TOP " BOTTOM
PANEL AND 18 CAN NAILS AT 6' OZ. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 15' ABOVE
GARAGE DOOR BUILDING LENGTH 1NTERMEDIATE SUPPORTS. ALSO BEE DETAIL' CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMIITTED AS AN 2) UNLESS OTHERWISE NOTED, THI5 BUILDING 15 NOT INTENDED TO BE
OPEN ING ACCEPTABLE FASTENER FRCM ANY MANUFACTURER R CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLELEVATION
rl-)
2!-STORY FOOTING NAIL REQUIREMENTS ASV- lob'MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
I 1 I ) OF FINISH FLOOR BLAB WITH SfGNEn ANo P,�el r-p P,IIRVPY
SIZE
HEAD
LENGHT
DIA.
TENSIL STR
3) LOT DRAINAGE &HALL CONFORM TO ALL LOCAI GOPEB, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON-51TE DRAINAGE SHALL BE DIRECTED BY 5WALE5
OR OTHER BY8TEMB TO AN OFF -BITE DRAINAGE FACILITY.
8d
ROUNDNCDIFIED
OR T
1 1/5,
.113
110,000
10d
2 1/8'
.128
1 110,000
#8d GUN NAILS �`t 11 O.C. # NOTE: NAILS TO BE MFG. BY MEMBER OF INT. v� COPES, REGULINCZ,ATIONS OIN3 rd1�p RESTRICTIONS SHALL
GCJOUR DI�CTO TIONBOAND
II �I I ER -
TOP 4 BOTTOM EDGES 8d C UN NAILS STAPLEJIAIL 4 TOOL ASSOCIATION AS SELECTED 6) SWIIMMING POOLS, DECK, 8 A AND ASSOCIATED WORK IS TO BE
POURED LENTIL 6 O.C. IN FIELD
II II I W (DIE
N E FiA L NOTES PERMITTED SEPARATELY BY ENGINEERED SHOP DR WINGS.
+o CONT. (TYP) II I 1.DESIGN AND LOADING PLUMBING NOTES
II II Q Q A. ALLOWABLE UNIT STRESS AND DEBING CRITERIA:
` e : 2X WALL FRAMING TO BE (J) Lu Lu 1. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318 U SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
II II I I OUTS I D E BAR -A - Lu � 2. SBCCI STANDARD BUILDING CODE CURRENT EDITION. AS APPROVED BY THE BUILDING OFFICIAL.
8" GMU FILLED (3) 1/2"X9" ANCHOR BOILTS REBAR �I �� q Q >� 2. SOIL 2) WATER LINES BHA" BECPVC.
�/ „�- '' - * Z f u Z Z Z O A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 P51 FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
CELL (T I P.) W/ 2"X2'XI/S WASHER A��D _ _ _ _ _ II II I CONTINUOUS = CONTINUOUS WALL FOOTINGS.
_ I z @ Z (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX
NUT SPACED EVENLY 1=ROM 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
3. CONCRETE AND REINFORCING
EXT. FRAME WALL TO FLOOR TO BOND BEAI"'I. SET = _ - l) U O Q @ A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
y- I SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
BLOCK WALL CONNECTION IN JOINTS PRIOR TO FILLLING. = T T f=. EXTERIOR SHEA I H ING B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 2500 MAXIMUM FLOW of (3) THREE GALLONS PER MINUTE EACH.
(SLEEVED ANCHOR IN SOLID 411� ATTACHMENT FOR ROOF Si-iEATH ING C. REINFORCING IN 26 DAYS
BARS SHALL CONFORM 70 ASIM A615 A616 OR 611, GRADE 40 6) HOSE 5I55 TO BE PROVIDED WITH BACKFLOW PREVENTER
POUR ACCEPTABLE RETROFIT) u @ 4. DESIGN LOADS -1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY L085 NOT TO
25 MIN. LAP EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
A. IN ACCORDANCE WITH SBCGI CHAPTER I6:SEGT. 1606
TYP. REBAR LAP @ NOTE: WWIND LIVE LOADS OF 20 F`5F
OADS IN ACCORDANCE WITH BBCCI CURRENT EDTION FOR 100 MPH REGION 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
CORNERS WHEN GLUED TO ROOF MEMBER INTERIOR PARTIONS, 5 F'SF PERPEINDICULAR TO WALL FACE BE SELECTED BY OWNER FROM BUILDER'5 OFFERINGS.
GROUTED & " - 811 '@ EDGES 4 1011-12 " IN FE I L D 5. LUMBER 5) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
BOND BEAM Z 2-S's REBAR Q I STORY A. ALL STRUCTUAL LUMBER SHALL BE 02 GYP. ALL 6TUD5 SHALL BE STUD GRADE &F'F. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
(ALL LUMBER EXPOSED TO WEATHERY OR AGAINST SOIL, CONCRETE OR MA50NARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
TIE TO NORz. BARS } 3 - #5'sTREATED)P
AR v 2 STORY SHALL BE PRESSURE TREAT) PLUMBING CONTRACTOR SHALL ROVIDE TWO COPIES OF 'A5-5UILT'
TYP, EXTERIOR SHEATH ING ATTACHMENT 6. TRUSSES RISER DIAGRAMS PLAN LOCATIONS TO OWNER
`� O A PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. 10) ALL CLEANOUTS FLUSUS H WITH GRADE.
5" MIN. EMBEDMENT
FOR SHEAR AND UPLIFTR
T EDITION.
II U TRUSS MANUFACTURER SHALL SUBMIT' SIGNED AND SEALED DRAWINGS FOR APPROVAL Il) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
(O„S.E3. TO BE STRUCTURAL GRADE) PRIOR TO FABRICATION. RIDGES.
HORz. REINFORCING < VERT. R .
1. GARAGE DOOR
12) 51ZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO STANDARD
NOOK d A ENGINEERED FOR 100 MPH MIN. WIND LOAD.
C CONNECTORS FROM PLATEO STUD TO PLATE PLUMBING CODE CURRENT EDITION.
IN GROUTED B. DETAIL TO BE SUPPLIED BY GARAGIE DOOR SUPPLIER
ARE NIOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT' PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO STANDARD BUILDING CODE
d
CELL 8. ASPHALT SHINGLES CURRENT EDITION.
08d GUN NAILS /@ A ROOFING TO COMPLY W/ SBC 91 SEC:TION 1504.1.1
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN P05515LE.
cn 12 " O.G. IN FIELD 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE
Luy FOUNE:)A_FION NOTES
CLEAINOUT RE01D v I. FOUNDATION DESIGN EASED OA�1 2000 F.S.F. MIN. ALLOWAELE HEARING FOUNDATION NOTES
N FOR GROUT LIFT R f NP O R� A T � ON -1 Q PRESSURE' 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
<a. • • d - LU 2. ALL CONCRETE WORK SHALL EIE IN ACCORDANCE WITH ACI 301 AND MA,SONARY IN ACCORDANCE WITH ASTM G90 AND G145 AND SHALL
HAVE A NET AREA COMMPRE551VE 5TRENGHT OF Ila= P51.
> 5 FT.. UNLESS SHOP DRAWINGS WITH ACI 315. 18HOP DRAWINGS SHALL FE SUBMITTED MORTAR
NORM. REINFORCING Z IY FOOT LING DWL IS z 0 TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONG. POUR I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
NOT REQ,D AGGREGATE METAL ACCES50RIE5
POURED LENTIL
u HOOK T LL1 O CONT, (TYP) Q 3. TS DAY STRENGHT .SHALL FE 2500 PSI W/ 3/4' MAXIMUM1. INT
REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
} IN i-
4. ALL SLABS SHALL BE MIN. 3 1/i2' THfCK CONCRETE OVER to MIL VAPOR A.
ASTTMTM A36 FOR PLATE, R JOINT ,HHEAD D AND BENT BAR ANCHORS.
HORIzONTAL/VERTICAL REINFORCING r(1
SIDES: FARRIER OVER GLEAN WELL COMPACTED TERMITED TREATED SOIL. C. A5TM A366 FOR SHEET METAL ANCHORS AND TIES.
� �
PRE -CAST HDR. 2X� GARAGE DOOR BUCK W/ 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
TYP. FLOOR DECKING SHALL FE "5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT COW05ION SHALL
(3) 1/2 "X9" ANCHOR BOLTS ALL CORNERS AND OPENINGS (nREATER THAN 6'. TIE VERT. DOWELS To BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. REQUIREMENTS OF ASTM Al
0 °' W/ 2 "X2 "X1/S WASHER AND MASONRY WORK, GENERAL:
6. ANCHOR EOLTS SHALL EE LOCATED ON EACH SIDE OF ALL WOOD 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
NUT SPACED EVENLY FROM EA, SHEET TO BE GLUED AT ALL FRAME SHEAR WALL OPENINGSi AND SHALL EE I/2'xV W/ 2'x2'xl/5' FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
AT 3' O.G. STARTING AT 8' OFF (EACH COMER MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
8" GMU FILLED r FLOOR TO GARAGE DOOR HDR. EXPOSED JOIST 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
LL=1. DESIGN LOADS: IN ACCORDANCE WITH S F.G.G.I., CHAPTER 16.
CELL (TYP.) 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 8 GAGE HORIZONTAL
(SLEEVED ANCHOR IN SOLID WIND LOADS: IN AGGORD/ANCE WITH S.B.G. SECTION 1205 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
CURRENT EDI-TION FOR 100 MPH REGION SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' D.G.
POUR ACCEPTABLE RETROFIT) 8. FOOTING REINFORCING SHALL BE 2-"5 REEARS I -STORY, REINFORCING STEEL, GENERAL:
3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE NO.5 BARS.
1-2X6 PT BLOCK Q CENTER OF COMERS. USE CORNER FARS OR BEND REFAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THFY MAY BE BUNDLED.
OF 25'.HALL BE A MINIt-1S i
POOR HEADER W/(1) I/2 X8 A.B. MINIMUM OF 25. 3. SPLICE LENGTHS S
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
W/ 2 "X2 "X1/5 WASHER AND 9. ALL FOOTINGS ELEVATION MUSTT BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, Il, OR A106.
FINISH GRADE
10. FINISH SLAE TO ESE 8' AEV. FIN418H GRADE
DATE: 2 /14 /01
SCAT : U4'•1'-m'
SHEET
IDI OF 3
1
2X4 SUB -BAND 2X4 SUB -BAND 2X4 SUB -BAND
CHASE GROVE S,WAVERLEE WOODS 2X4
CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS BLOCKING
FEILD STREAM FIRST TWO
FEILD STREAM FEILD STREAM BAYS 2X(o SUF-FAND 2X(p SUB -BAND LAAKE ENO<EHOEC ,� 4'-0" O.C. MAX
LAKE KEHOE,CYPRE55 HEAD LAKE KEHOE,CYPRE55 HEAD -�--ROOF TRUSSES LYPRESS HEAD ASPHALT SHINGLES
ALOMA WOODS ALOMA WOODS ALOMA WOODS
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24" O.G. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER
S METAL DRIP EDGE — � 7/1�" OSB SHEATHING
ASPHALT SHINGLES. � R-19 INSULATION R-19 INSULATION OR 1/2" PLY.
OVER 15 FELT FIBERGLASS SHINGLES
-1/I(o" 055. SHEATHING r--- ON 1*15 FELT OVER I
OR 1/2" PLY. -i/Iry OSB. SHEATHING
SEE TRUSS ENG. ROOF TRUSSES Q
HURRICANE 5TRAP5 METAL DRIP EDGE I/2" DRYWALL 4 TEXT. FOR PROPER 24' O.C.
(SEE TRUSS PLAN � Elm -
FOR CONNECTOR) 2X4 DOUBLE PLATE ITYP.) 2X4 5PF 5TIFF5ACK AT BRACING
ALL UPRIGHTS OVER 4'-10"
METAL DRIP EDGE O (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT 2x PLATE BOLTED TO TOP PL.
SILL ENG. GABLE TRU55 NAILER TO BE FLUSH WITH
1X2 FURR STRIPS SEE TRU55 PLAN FOR CONNECTOR WALL WHEN VAULTED
SET BAND I/2" BACK TEXTURED FINISH
ALUM. FINISHED VENTED SOFFIT 1/2' DRYWALL 4 TEXT. ALUM. WINDOW FROM OUTER EDGE OF BLK OVER #15 FELT OVER
S" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE (TYPJ 7/I(o" O.S.B. SHEATHING R-19 INSULATION
PRE -CAST LINTEL FELT BARRIER OVER 3/4' T 4 G PLYWOOD OR 1/2" PLY.
1/1ro" OSB SHEATHING OR 1/2" PLY. GLUED 4 NAILED
ALUM. WINDOW SILL (SHEATHING MUST BREAK MIN. 1'-0"
SEE FLR./ELEV FOR DES. FROM 2nd FLR. LINE) 2X FLOOR JOIST/TJI I/2" DRYWALL � TEXT.
SEE FRAME PLANS
PRE -CAST SILL 1/2" DRYWALL 2Xrv(CONT.) FOR JOIST TYPE M6TA-24
2X4 DOUBLE PLATE (TYPJ
2X4(CONT.) (1'S CONT. FOR HDR SIZL
32 O.C. MAX SEE TRUSS P AN
8" CMU R-4.2 INSULATION 51MP50N
P.T.FURRING STRIPS HETA-16 1X2 FURR STRIPS ALUM. WINDOW
1X2 SEE FLR./ELEV FOR DE5. SILL
TEXTURED FINISH WOOD BASE o 0 1/2' [DRYWALL
S" LINTEL BLOCK FILLED 1/16" OSB SHEATHING
PRE -CAST LINTEL OR 1/2' PLY. UNDER WOOD BASE (TYPJ
FELT BARRIER
Ow=
�r
Q ALUM. WINDOW
(k"X�o" #10 W.W.M. SEE FLR./ELEV FOR [DES. SILL 2X(O(CONT.) 2X FLOOR JOIST/TJI
Q) OR FIBER MESA 2X4CCONTJ SEE FRAME PLANS
o _ FOR CONNECTOR
REINFORCEMENT
PRE -CAST SILL CONC. SLAB OVER CLEAN, 51MP5ON
COMPACT,TERMITE TREATED META-1(o O ll'S CONT. METAL LATH
SOIL OVER � MIL VIS. VAPOR 8" LINTEL BLOCK
z } 2 #5 CONT. S" CMU BARRIER,W/&X(o #10 WWM (FILLED) 1X2 FURR STRIPS
O � O 1 -4 -I/16" OSB OR TEXTURED
0 m U — o 0 1/2" DRYWALL
TEXTURED FINISH 1/2" PLYWOOD FINISH
WOOID RASE (TYPJ PRE -CAST LINTEL W/ 150 FELT
0 111 \ 3/4' T 4 G PLYWOOD
- ALUM. WINDOW 2XG ICONTJ
z :r
q SEE FLR./ELEV FOR DES. TO FE GLUED
�P. ���� ��CT�fON -� � � SILL � NAILED
O O WOOp BA5E (TYPJ 2X4lCONT.)
�
BLK. 1=S ORT' (O"Xro" #10 . SH PRE -CAST SILL — CONC. 5LA5 51MPSON
3 #5's CONT OR FIBER E
z LLI z w REINFORCEMENT HETA-fro
} } I -8„ all CMU (o MIL VIS
0 O VAPOR BARRIER
TEXTURED FINISH
WALL SECTION � w � CMu's �— TEXTURED
ASPHALT SHINGLES OVER ~
#15 FELT ON 7/10" O.S.B. 2"X4" FLOCKING FINISH
c>J z �
SHEATHING OR 1/2' PLY FIRST TWO BAYS 2 -��� � (o"X/v" #00 W.W.M. TWO STORY
4 0 O.C. MAX O
METAL DRIP EDGE _ O RE RE FIBER MESH
SU - AND I— INFORCEMENt
2X4 B B � —
CHASE GROVES,WAVERLEE WOODS ROOF FRAMING W/ CONNECTORS
FEILD STREAM AN) � > � % C3) #5's CONT.
2X6 SUR-RAND a (SEE TRUSS PLAN)
LAKE KEHOE CYPRESS HEAD ROOF TRU55ES 0 _ O
ALOMA WOODS SEE TRUSS ENG. 24" O.C. DBL. TOP PLATE — U m U
FIRST FLOOR BLOCK
WRAPPED/ALUM FINISHED FASCIA FOR PROPER CRIPPLE STUDS �
ENG. GABLE TRUSS BRACING R-lg INSULATION SECOND FLOUR I=R�41„I
2X4 SPF STIFFBACK AT ooOfl
ALL UPRIGHTS OVER 4'-10"
HUHUHURN (SEE TRUSS ENG. FOR SIZE) _ HEADER (SEE PLANS)
-1/8" TEXTURED FINISH PRE-FAB TRUSS
OVER 15# FELT OVER
-1/16" O.S.B. SHEATHING 1/2" DRYWALL � TEXT.
2X4 DBL. TOP PLATE
OR 1/2" PLY. 1/2' fDRYWALL 4 TEXT. SF-4 32" O.G. la STUD
2x(o P.T. PLATE W/ HDR. 6TUD(5)/JACK(5) -. 1/2" D1���41-1-
1/2"XS" ANCHOR BOLTS o -�
2X4 WOOD STUDS
W/2 " D IA. AT 3' 0. C.
SECURE TRUSS TO 2Xro W/ LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS � 1201 6 (0"-0' CONC. FIILLED LINTEL STUD t0 HDR. KING STUDS) SP-4 PLOG<NG MID -WALL
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH lU#5 ROD C' TOP 4 BOTTOM) 3/4" T4G SUBFLOOR
4" O. C. m EDGE GLUED 4 NAILED
6" O. C. IN FEILD
all CMU
TRUSS
TEXTURED FfNfSH FOR. JST. SIZE SEE FRAME PLAN PRE -FAQ,
IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4's
NAIL PER SCHEDULE 2nd FLR. STUD TO 1 1/2" DRYI.UALL 4 TEXT. I/2" DRYWALL 4 TEXT.
R-4.2 INSULATION 1st FLR. STUD 2X4 DBL. TOP PLATE 5P_4 32" O.C. STUDj 2X4 DBL. TOP PLATE
1/2' DRYWALL = _ — — — MSTA-3(o 32" O.C. — 1/2" DRYWALL 1/2" DR"rWALL
2X4 WOOD STUDS 2X4 WOOD STUDS
2X4 CONT. STRESS �1�" O.G. 2X4 CONT. STRESS IIIIII. z 11-01(0 O.C.
WOOD BASE I I I I I I BLOCKING MID -WALL BLOCKING MID -WALL
2X4 PT. PLATE 2X4 PT. PLATE
NAIL PER SCHEDULE/
SF-4 32 O.C. � STUD—� 1/2"XS" A.B. 32" O.G.
SP-4 32" O.C. e STUD 1/2"X9" A.B. 32" O.G.BOLT PER FND. PLAN (WHEN UPLIFT�� O O
c� < \
o
"X" #IL W.W.M. CONC. SLAB 4" 4 CONC. SLAB ? p
0 o OR FIBER MESH 3 #e'S CONT. _ 2 S's CONT. 4 4
REIN',FORCEMENT T,1'P EXTERIOi�' OPENING IN �i�A11'IE
I' - 4" m
Ztu w 4
}�}
0 = 0
rn 4>-2 05 CONT.
U
m
T Y F LUALL SECTION
INTERIOR BEARING WALL
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
INTERIOF�, BEARING WALL
�J
NOTE: FOR WALLS W/FLOOR LOAD ONLY
1/4 �� WALL
��� I I E A� E � DO NOT INSTALL CONNECTORS.
BLK. 1-5�"ORY CGAi�L�� MINIM � �t
STUD F-,E 0U I REMENT5
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-m" TO
8'-0"
4'-II 1/2'
7'-11 1/2'
AND UP
NUMBER OF HEADER STUD5
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
1
3
DATE: 7 / 12 / 01
SCALE: 1/4121'-0'
SHEET
D 2 OF 3
a
# 1000 UPL IPT
SIMF50M MTS-12
W/-i 106 TO TRUSS
AND (2)3/1(0" X 1 1/2'
TAP CONS TO CONT
POURED LINTEL
# 2000 UFL IFT
(2)SIMP5OM MTS-12
ONE EA. SIDE OF TR
OPPOSITE SIDE OF 1
W/7 10d TO TRUSS
AND (2)3/16" X 1 1/2"
TAP CONS TO CONT
POURED LINTEL
RU55
3 BOND BEAM
TRUSS ANCHOR IDTAIL=RETROFIT
9" MIN.
LESS THAN 10"
REQUIRES
1' NOSING
DBL 1XI"e -
FLOOR JOIST
L— 3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4" PLYWOOD
NOTE. INTO EACH STRINGER
STAIRS RISERS TO CONFORM
TO SBCCI 1112-1112.1
2R+IT=24"-25"
3/1(o" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT
GRASP ABILITY
WINDERS- MIN. roll WIDE tv NARROW END
MIN. 11" WIDTH v 12" FROM NARROW END
34' MIN. HANDRAIL HGT.
3/4' PLYWOC
LESS THAN 4" 1 YN.
BETWEEN SPINDLES
� II II II
PRECAST HEADER
IX PT. NAILER TO BE SECURED
(T-NAILS OR 4d CUT
NAILS ACCEPTABLE)
7/16" OSB SHEATHING
2X4 BLOCKS -
CMU WALL -
LEVELED IX2 TO BE SECURED
W/ TYP. FASTNER S" O.C.
(T-NAILS OR 46 CUT
NAILS ACCEPTABLE)
PRESCAST SfLL''
z
ROUGH Z
OPENING w
fl..
UP TO S'-0"
0
Fi?ONT VIEUJ
1" NOSING TYP.
2w
Dii
OL
J:Z
�un
U—
fxw
tQ
�ww
3/4' FURRING 5TRIP5
IX PT. NAILER TO BE SECURED
W/ TYP. FASTNER S" O.C.
(T-NAILS OR 46 CUT
NAILS ACCEPTABLE)
-1/16" 055 SHEATHING TO BE
ATTACHED TO 1X PT. W/ 1 1/2"
STAPLES/ Sd COMMONS (o' O.G.
2X4 BLOCKS
-3/4" FURRING STRIPS
- 1/2' GYPSUM BOARD
-BEVELED IX2 TO BE SECURED
W/ TYP. FASTNER V O.C.
(T-NAILS OR 4d CUT
NAILS ACCEPTABLE)
PRECAST SILL
a' CMU WALL
NOTE:
GAUGE 1X PT a WINDOW 1/2'
FOR DRYWALL RETURNS
V CMU - S 1'X4' P.T. NAILER
--1/2' DRYWALL
SIDES:
BEVELED 1X2 PT WINDOW BUCK
W/4d CUT NAIL OR 1 3/8' T-NAIL CHUALK UNDER NAILING FIN ENTIRE
g EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO
HEADER: LIGHT TO BE SEEN AROUND WINDOW.
BEVELED 1X2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ *(oXI' PLATED SCREW
W/4d CUT NAIL OR 1 3/8' T-NAIL IN EVERY FACTORY DRILLED INSTALLATION HOLE,
8'-10, O.G. TYPICALLY 3 PER JAMB AND 2 PER HEADER
uJINEDOW/SetD ATTAC411 NT IN 5LOC<
5TAIF-, SECTION IDETAIL5
2X4 1(o 11 as
SECURE
2X4
TO WOOD
uJ/1;
tiC/ 11 = C� 11 O.C.
ST,
SECUF,E
2X4
2 1/4"
T=NAIL
SEE ELEVATIONS FOR
CHIMNEY CAP AND
BAND ING
DE3L 2X4 TOP PLATE -
SEE ELEVATIONS FOR
HE IGHT
L6TA12 EACH END
OF WALL
2X4 BTM. PLATE
1/2' PLY OR ;
-1 /16' 055
PREFAB SPARK ARRESTOR
W/ GLV MTL CAP
FLUE PER MANUF. SPECS
—1/2' CDX OR 1/16" OSB
NAIL AT 4" O.C. Wad NAILS
TEXT. CEMENT. FINISH ON MTL.
LATH OR HARDIE BOARD
SIDING ON 15# FELT
'-PRE-ENGINEERED TRU55
.ELEVATION
---1/2' DRYWALL
a' GMU I'X4' OR I'X2' P.T. NAILER
IX4 P.T. TO BE SECURED - DOOR CASING
W/46 CUT MAIL OR 1 3/8" T-NAIL
4' FROM END AND 16' O.C. NOTE:
SHIM AS NEEDED
DOOR JAMB TO PLUMB JAMB
W/(3) +a SCREW OR 8d NAIL
l5/8' F-MB13EDMENT IN I'X4' MIN.)
[D00 J /45 TO OC;<
SECURE TO SHATHINe uJ/
I 1II `. 2 =a ll FER,E3L<, Ewe, ENID
f---\ f-�) I =r /--)tm t=I A =r=
I/Z T"L� 1 WL-11L/L-.11
OR 1/1011 O'S.E3,
EXTEFRIOR ARC�4WA'�.
LATE
H
O
O
4
�
O
im
DATE: 1/20/00
SCALE: V4121'-01
SHEET
1-) 3 or 3
11
i
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SERIES1000 � «•
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Ff,.,C±RIl�i�1 EXTRUDERS PtRN�4Tt01 INC. c�oao� FLOW FRAME ��.,,,,.�;14
MILOSTONE.,1004 SERIES SltlQt,♦L Nt3NQ R88LZMAIMM
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• 1.tAAi?AiYOi�i�i � ' •
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W 'M � a1eaM+ rlr Of 16x CW 0$MM WAD CA" W Pr anooseo'00 V41M psr*V* ar mms :.:4 1a 1tt4 26 3s
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CAWpAAATW ANALYMS CHART 1N 09$M PABSOM t
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ANNGAUD
WAM T68t PR MURS WN PW (LOW MILL), wzwvR NONE -
13.5 P$F (HIGH till
>
19.125
7.
VVINDOWHMGHT
20.000
$47.02
219.48
182.,55•
143.54'
30♦375
311.43
1*58
141 M
108.31
44.000
311.43
187.02
M76,
- 90.57
M625
M 1.43
160S
126.10
9243
59.OfX)
311.43
160:21
122:48
w
SOM
03.000.
$1.I.43
18t2i
12=45
vSit+�
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s. .. • :� ' : s .
ot
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, } The test spec men. was mov tat* to Jthqb C ;
test buck using J11 ((!Q 4CLv1Se .
• tlaxswes lact�e•Cmd a� �+actst,t♦osx �chown , '
' �6'T"'f..♦ ��' .�(',Qfr tii:S ��N ` �E QQit• �•�'
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1 r front � 1rr010-0 a �) for ffmagm ows {. : 1 8'
I�wow had **M tap pr'eost IV Np to RatA .HD' aim OPEMN ' �-' ` COMA,M at
Mara,d` r+wOmmerdo Mem on o bro" t X 2 back ear. `El J5
mm S dt T +q W'b1! k stow" Ah►'fE i ""'
• • . i .. tp ► VrRtdovr (Q'�'a .safety each '� � t , , '---•-•---..,... • •
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w � " .,,w,.",.„• ..,.w.•...n..,•».. ♦4u1 vV V/ v•ev ... ., o ` ... « ♦ v ♦ ...,v v v ♦ ♦ ♦ M•. • arraAaw✓rv.Nv t�ci V%Vr V.6V
♦„� J• Y V . V ♦•V VV ♦ •A ♦ .{{♦. • Lubd��VA.✓4A�or . • r • ` •` . • • '
NATIONAL CERTIFIED TEMMIABORATOR10
• o ' ' '. ' • • . noxt"a.= i 'fta. .aw �rc�o-sago-� �• .• d�d.� �aoa�t �►«ed , -�- xa�rY.ysaxa�►ss�•a •
" f sne x r uA es *iP*g a *wa wasp ova wsa boated at
One t i �1Ir�r . *V" �. NCT 210.1$0" iaov, a"sad
, i • • was aG �" and 81" tip awh Dyad a[t1►s s111tecaak. , • ` • '' •
*Teaked wit and w*thoat bu wRtt amrsen.
' . ,. � • • i 1�'il�tit paiat�ad ularaiaura. + meseta tbet I�Bxtae Cl'�td� 1 t��0 of the Al�isilA,,10x•88• ,
R Xffi OVT xm 2W4"10-18®04 ypeo�gci n
' 'ice DRAM 48-" UMA All frwpne aoreteats weaca sealed w� eR � se�niN
tom' ST' "M 0948.96 ry mtteacad DdWW dxawkW were a►vai�t" foi laboxibory x mid ooae► xtod to the taxi=$Paoimou at th*
1N♦T10N D6A & 004*W .An. �assc1tseecaos► � � �ehY'�' 'wil
�xaaer oonstxuct a wtth ny� aooa W k"& Tbo easa�t,< ►ed s� meth sloth with a tlam of t3ds,xytox't. A e9 ► c€ dais rapart alarm whh sepxesentativa s ►nec a! the tbaqwdm
Lo swWdaid by NCTL for s period of fot><x (4� yeaxa. 'rixs xamtts obt�ed apply o�nlg to ebs eu
��' tevdmts Xntesa:At3loe�tl�+c. ZAXAQUPVI, , 'igTl� OF'1'S&T ]i 8L t MA►T10N&Y. a 78STIM40 dsuretiL hauae<
MUM2Q
. low
. l ' Habow U&Adive feel 4# Max. '
gda lixadaxs lattescnatloaal xnc4, s
8ltding Ahimihum Pth" Window flypa XC) Y�i-M. NOWW►ra $0 pt��r & laler��� cA AN No
r .. AMM" 101.0, O Voluntrtory S�psa aatioas Pox Ahminuoa and >ow '
piny Cbb�cW (pvo) Pxlmee Vftdoios sad C Doan " 1,67 paf t�6 � a 19 Cp'b1/FT 0.87 �1?�IpT
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VVTp � ?.86 md'
Ne► 3!�►try
Ho $ntry
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ate: tee apeCiao►ea tis d wtt8 a " �' i rttaX a »lnura grbata
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6"T
• maesur#pg'�' wide by' �' hi6h eyvexa�. '�: s�Eive p#se►1 m $ISM' wide by 8il•8!g'
8:1.4
22,lS��eadoor
O�dxB
0.�'
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I%* fixed lit* was greed to Lbo f"* mwbeM Vttwidiug u vbwiug am 9f $7 X wide by 67• Ilif'
22.6 p�ya
aplb
0.�2"
I�
• high. hums *ad sash membep won j" dhotet * bmkoa.• One v*d a typei t 100k wee
toaatad at 3.jx Ava each onnd of ow iat*xioar meeiag sWL The ]s',eepm wake eactxu" Data the
"Wrior ""wing +des 4t task PWOM& A x'igid vinyl aw was hou ned with two (4 sa o" at awh
end of the Nova panel tap toil.• One taewl u4WpbwtW h"ft wttsl =Wd at" end ofdw-Clow.t
� fail (70gj
�� l��`?
`
t ova penal lx4kHn 'rail. 'i'hv i'rn�aa V0 of tteud>N0 *wow aaiwd aarmr '1%o ii�emt
iiOUM Rail
&A in.0
. � 10 %
Is waxy of double aaraw a mere.' The ado pastes ware d6ublo smw
iambi�,e
40.0�481"�
<
tow acnw cosess�: Tile 040 tng stye was fastened to the hued aria sill at mikvau
6'% (�
IWA
� 100'.i
as -Ur � "Oh JS=b with two (2) =tws
• 10=11AUM U* sae wss awaatod into dis wood teat buak tubt t" (10) 08 x 2)#fat
.$
yr W$W Raktoft • ($.0GPNAPM
'W'rP 8.2b p
No trq
No Batty
,
head screswa,
Both salve panels $Ad fagd psae�j waft 16terioar�glaxed using 8/1C" slater maw"
$•'l•1
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mm
Q.ZliZ'
gteaa with an adhe &4 shims and a owp4a raid vinyl skiing lead,
t
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0).184
a 1*
„ single of mtuft- t�reAtl� rip (d.19E1�' i hl wean: atsd at the t op
SST 0 -20.90
rails, bottom rafts and at ePh aeti#* p04A Siggu stds aPpolypile (alw b1o)
wets Is>eated at ewt jt►tab styles ad to*.
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,. •.. '. ' ' SERIES 1000
♦ '.roi,•,� , a• ••ear ;c .. ,
t a 3 : °. •�_ p • ` ' , : ° ;:.. ' ' ,y HORIZONTAL ROLLER WINDOW
"r;.-' ,.:r.' .fir' i o "Lett Nceeloows sY ra.oeio� 4XV41JOatRfFLANKFRAMC, V�' S W ��,• ,
it
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it ��'., •,1•, ••t.. �,�4,.'!'�'n:es'. f" ,i !'�' �;' ♦lo ♦♦ '
b � - :•.:°.S t •,�,;•• • _ •r1? / " ♦ ♦. ,y�.� .sews ���Q ♦��! tA�! � !watt ♦
• ;�i,.y .r rv,•, ..�•K• . , � f .. �M'�Y NY•.v �.Vw 1V94 WTV V1/�Y
, , • �'�:.• . ,,` '•• . .. '� 1. L
2080 3tm4 t
ti n wrtac` rawtabad :o the s '
The test s s...,..y�
• toot buck 9si,ng 77ty t , /a '} � _,''''• ': ;::,
ws located at toCBtt.o n ' ;. r :'�; ' :✓, .. �. N : :� � � $ ` �
gill ii shown
' b :C.' S ';i t,:; ; :%;fit✓ •'t• O
ifs•, ••'..I••. •i,i•, •. +:,•d", b w � .� ••� y, •
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DATE» 11/11I98
• • . • '. ' w.'�(Tt :ji:t:' f o'...1� '•,••♦,' • • • iG . - r - S V A.�. E i 1/4� at `•• Ve.
> 3000 _ + ... .» r� /;,j���ch;pr. � P . ,�l
fi t 3i f •�4i►fiTl
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LQ ii .' f. `t ' «; ♦ : t t , 1/2 tea �t �-���P� for mosonly motion. ��
� . x ~aQ �• ;,% : �'sH �� ` �` r ; • t :.. ,., ♦ r «: Voloom h*f is tmtasw a from top of prectust so ap to tt uf.'-w tL�AR o vac 4....� ��� 2 o F'
f' S;i;' r .���.�
, .. 'i,'$,7{, •..... �_.,•...�.,.,++..[J► ►,M .A,�t,^��.`�✓�•`?t••y`: •�., rr•1•: r' •, ., • , .. , f l��en� iwMQ�:1.Rs..R+Y. ina�Goltatto�t cif y I� y����. �/,�Wearl
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♦ V,L•{IV•AV ♦+•v•+•• w. ,.v. f►u.• ♦•♦ w ♦• .♦.♦•. wrr.«♦..rn.•• ••• •••«•••,, ••••••�..•»••'»•• ♦Vol ivy 0 %V/ VA.4 VJld �•Irl�• a•+s11��W/WS+> �I6lV♦Lb�I�J,
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410
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MATIOML CERTIFIED. TESTING LABORATORIES,
i ' C i�tot�ctvo•�s•aoo,r~tolar lodears
PHO06 (407) 240-13M • FAX (On 2 '
• t � r •- � , • j .15.� f�LftAatilre Palest
t DonVe oftba of pobliY o (OMW bA► w►iwe km&Ud at each i�a�eodoalc sate, Doubk 'IhoP Mail (> 2A* (0.010 < i0ft
' e#ari a! a ar6n �aftmi m e"M (0mv waa+e hwa bed A eat►oh., .• Doaabi sh•Ips of fltadble
8attom it (! } t.4% (0.041 MS
4R+LT blQa �Y(,"►1T.-?)10-X88�X ifl) varies I*=W at each bo#,f m sa 7.' DmMe of pa �iP (0.200" 1�gb3 w�te t r • lamb Stu* (70#) S." (0.0m < 10%
located at each panel tap rail, A pol*p& &wt m� 11/2 x3� .b00" VA wear Iooaatad ♦" the trill �iort3ltng i�3ta t70#) (0.0w) < 2oa9�6
lEft MAM OS-=,"' undeac each inteioek Ogle .
. Xt]9nPO*T DAM& xp-WA ` Cewder Aetfvu 'aael
.. .liTXC)N i)!A►:' C8-�I8-98 s Ones w*w not& uowaixc L-Iff x bc hWOM was.locWwd at earalt "d of each sill vottcet roUw T" Rath (500 ' 4." (0.001, 4C t
d A �r � � o LOA ' d 4u t %► =6 ► 8t Ung S (700) 7*00 1.(0 < MS
• " ' ��: Floarida adore Yn#aearxeation riiaat otatad , r A smallwjoint sealasit was spied to tb* jwab1xM .
2w anteone
Sat** PL 33M1.$00 89=6 TWO (?,) v gin" "ids lr opu-W I ith ud 4'1(P wib x ?11-1W bi8b wore
of carped or dep IM cam I a 03 huctima. TOP reillMa wMew used two 0 . Boftn Xail sW* * Wa*tAmWonae- &0 GPI '
Fi Ida di � eat xnaax wlc d'a del � � a afingk sore ►. The left sawn' ema9layed s pb=W tYpe'loak v iith ib* keeper a#acbed to' flee W & 740 ;if � NO NO
7Doa�r. (1T pe =) (SOD-C30) � ' jamb. Thy fir sateen sig4ayed a l pnll bed One(1) m sing *imVar.was loaealsd at each eed �
s ,A�'Sf/,A�1► it�l-93, "YolCua�cty' for «4lamiava�u and �'oiy �V�o�►i `moah bott�oom �1. � 5.�.� t7i�a�d Load Sb��wt ' ' . • • . ' ,
r bide) (P VQ Ptime-Windows �uatd Sliding Glass " s 46.0 ptf� 0.8T3" 04
' 40� pef fiat+r�o>+.. 0.8�' � ° � 0j8�w ,"
The sample testml was a, dweer paval 4" a wan atrast edt g door meaiui ►g �► 'i A�l!►l Alz' . AN /AAI lI�A�txi ,
15'0w Y U* by WO-3/4" bigh ovetrsL The 14h >ecctir►e wart xi& pa a W mid WO -Ur wide by'M-�X W$14- M �.rith i the .
p
the rmter saliva ad mpwauted I*O-x0 wi& b *P11-1/4" W* *to A lined ash S'0 W va4de ,
by 7'I1-114" bigh. F'raaoae a�ad pousi �oa�rpo►b+ers we�ce :isot �hexmall�r k�. '1'!m find ptael vn�s Eo a 22.8.5.3. Op�catil�g ll'oroe 'ems # sp�msn a perfot�oaanca "itala lewd af'SG•8«=. of!' mod,+ i 1(I'll d rlQcstlon. '
jamb w+itb tbm 2" long slvaaainum x°et:R1o*w alb faoftued to itbe jamb stile writ a simile sos�ev►. pare �l attva PeueLr
slu 1." retaining angle measuring x 1" x 8/4* x $AG' t", west wdo wed at ea& txb% 1n tw&MwSiR 'Tb + � ice, dlrhra v� s►valtable for Ia►borabary reagrds ' at t� � ottbis
and ocsd to ti�te teist
awdon wldt a $bW* samw untie the sill. One plu tgps 140aft I & wsa fttesaasd to *0 left atttvi ,lack 1n x4aw 40 .MAL soce4m of the test greoimmwM o x*Wtwd 17
ao<tiis with the k"p r faboned to the lafb jamb. Ong a4asb let WNW for a pearlod of four (i) yips. The resalts obtaixtast sp* only to t' * sperm n .
end of the add* bottom rafts. The h me vm of dattbls scraw aopd 40raw CROAhvAum Panel "p "O" ?.1.2 A* � '
cnrnexa wee of double screw` ove�rl»►pp£ttg gaped ao r c.ousbru►aOm Prod botbonotxodl a aors w.v# ete of 0.07 Va (w 0AW Mw
aitagle omevI gingcvped ao�asr aonai ctioa The &emEew moaadadtotile bnoa cusing> vr+a 1.57 psi' 0" C�Sd/F'P Ow gZI1 E1NAlG 92 G
(82) 08 x • 11 fist hand sairews. ' gQ
'W'1'P S«QO PC Igo y Nro l utcy '
'A i duel
8'` .
b«►d. gLe>�ted�laingR!]. tb�isoamadale�ei•glatswifhatlItrlag � .
• _ . 2.L4 • 'ilad#�zmoaatd Stzuratunred
• ,o, ow oelf LAM
' 30.0 p4XvbmviOAIV 0 " 0 :
PROMSIONA $1AI THp8M6'Ff1FTOTIlIl6 ,
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Ad-►FAROCIQ CaRP.;� 3es 262 6976
} SEAS .1000
PLORMA' EX'!` UDUS 18i1'. SUDING - GLw8 DOo„«?, TYPICAL
PI/iBLOCK
WINDOW INSTALLATION
SI.II3XN'ttcitASs O�tMd t:1 0 4 Autry, wt,soows sr Et94:44j% txr#vota: wt "
r GOI PARA'i'1'VE�Al�tA1:7C'�x4C> ' S=ir HIGH BY*-P SWUNG � .
A. 1 X 2 BEVELED BUCKSTRIPS SHALL BE•FLACED,APPROXIMATELY 31/4"
• , '- naNzzc�nc.-•zia.Yssz-..i s ,�ca� . ' '
Z
FROM OUTSIDE OF WALL OR B Y FOLLOWING LIP OF SILL. �'1�� 18a'' �+c96-•ice' (,7ClCd) '
` 112.1 3/f
MWAN sc +40.4 - 4 0PM � .w...*.:. ♦tg $14' 111 3/,f ?3 '�/4' s7 3/�"
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105 O.W. 8* AVB, : 117 Ile • 141 1/0 149 1/4'
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B.
BUCKSTRIPS SHALL BE SECURED TO MASONRY 'WALL USING', r COIL NAILS
'
LEAST 13/8" IN LENGTH AND' SHALL HAVE A MIN" SPACING OF 16".'
•C:
INSIDE FLANGE OF WINDOWS -SHALL HAVE A CONTINUOUS BEAD OF
-CAULK AROUND PERIMETER OF WINDOW.
• D. '
WINDOW SHALL BE PLUh1B AND SQUARE IN OPENING WITH MINOR.
•ADJ'USTM MADE TO COMPENSATE FOR REVEAL.
E.
WINDOWS SHALL BE FASTENED TO SUICKSTRIPS USING 0 8 X 1"
SCREWS, FILLING IN ALL PRE DRILLED DOLLS MAULS BY WINDOW
MANUFACTURE:
F.
ALL WINDOWS SHALL 14A'VE A CONTINUOU$ BEAD OF CAULK APPLIED TO
•
THE EXTERIOR PERIMER OF OPMG:
��,: '
'
..�'
SLIDING GLASS DOOM IN$TA♦LLATION '
A.'
. I X 5 BEVELED BUCKSMPS SI•IALL SE FASTENED TO BLOCK WALL
USING TWO COIL NAILS AT LEAST t 3/8" IN LENGHT AM SHALL HAVE A
MmMUM SPACING OF AT. LEAST i 6",
.8.
WHEN APPLICABLE SHIMS SHALL BE USED ON SIDES AND HEADER,
BETWEEN THE FRAME AN*D BU* CKSTRIP AT EACH OF TI-M PRE D]kML,EA
•
HOLES. '
« C.
FRAMES. SHALL ]3E FASTENED TO DUCKSTRIP USING #8'X 1 1/4" '
SCREWS AT EACH PRE DRILLED STOLE.
D.
i
ALL SLIDING GLASS DOORS SHALT., BE §MA.EDDED IN SAND MIX (MUDDED
IN) lUNLESS PRECAST SILL. IS USED; WHERE SILLS MAY BE'CAULKW.
1
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F
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S. ALI: PRE DRILLED HOLES IN SGD wTTom SILL•SI ALL BE SECURED TQ TI•TE 17.d�.T&: 1l/{U9$
SLAB USING (3/16 X l 1/4•) TAPCONS, , 1 06/
; C.A,1,. /4° s 1`-V
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-Eta ALITY WINDOWS -,BY :#LqRt0A tXtRuezits 0 A.L IT -y WINDOWS BY FLORwA ExtItv6ER3
0 ALITY WINDOWS sy FLORIDA EvrRuom
SERIES 1OHO .,
SERIES 1000 SERIES 1000
SINGLE HUNG WINDOW
SLIDING - GLASS DOOR HORIZONTAL ROLLER WINDOW
0 RATED' 030 (30 *PSF DESIGN PRESSURE) WIT14 AppitoV
ED FOR,.0 E D 'ENTRY
• RATED. AT R45 (45 PSF. DESIGN PRESSURE 1:62.38 MPH;;* 23X GOP-ATER.
-4 3/4' FRAME DEPTH ON 2 TRACK DOORS. • RATED. AT R4S (45 PSF C)E:§ICN PRESSURE = 162.38 MPH- 237. GREATER
-THAN "30' RATCZD� vWINDOWS) STANDARD '.WITH DOUBLE SWEIEP LOCKS RATE WINDOWS
0 6 5/1 OP FRAME DEPTH FOR 3 TRACK DOORS- 6 13/1 i 6* �FOA!
-DESIGN PRESSURE .1119,52 MPH)*- STANDARD 4 TRACK-- DOORS THAN '*Sd* 0
AVAILABLE IN R55, (55 PSF;
UNIQUE I Ir FRONT' FLANGE FRAME DESIGN WITH, SNAP -OFF FLANGE FEATURE: • AVAILABLE' IN R55 (S5 PSF DESIGN PRESSURE179.52 MPH)
• WITH DOUBLE SNAP LOOKS AT SILL
0 INTERIOR GLAZED FOR INCREASED PERFORMANCE; NO TENDEINCY 'FOR BEAD AN
FOR IMPROVED INSTALLATION IN BOTH MASONRY AND. .FRAME 'CONSTRUCTION INTERIOR GLAZEO FOR INCREASED PERFORMANCE; NO TENDENCY FOR BEAD
AVAILABLE IN 2, 3 D 4 TRACKS AS -WEL,L. AS POCKET UNITS -PROBLEMS COMMONLY ASSOCIATED WITH -EXTERIOR GLAZED WINDOWS
PROBLEMS COMMONLY ASSOCIATED WITH EXTCRIOR GLAZED WINDOWS•
10 PANELS UNIQUE DEEP DOUBLt -INTERLOCKS roO STREACTN •AND # •- FiAME' DEPTH I .'7/e I le- FRONT FLANGE FOR -MASONRY.' • CONSTRUCTION FRAME DEPTH 1 .71W-t I/Z -FRONT FLANGE FOR. MASONRY' CONSTRUCTION- - .. . ... ; . It.
REVERSIOILITY-# DESIGN: REQUIRES. NO. -NOTCHING
f 1/9* INTEGRAL NAILING FINS WITH S14$ SETBACK ON 'FRAME CONSTRUCTION
.1 11W INTEGRAL NAiLiN(;.FINS WITH 314* SETBACK ON FRAM& CONSTRUCTION 10
I . * FULLY INTERLOCXING FIXED RAIL ANO MEETING RAIL ARE HOLLOW AND HAVE
A HIGH -GRADE'SOX SCREEN WITH STEEL ROURS. AND DIE 'CAST RECESSED
0 FULLY INTERLOCKING FIXED RAIL AND* MEETING :RAIL ARE HOLLOW AND HAVE-
LOCKtET. IS A- STANDAR6 FEATURE DOUBLE. SCREW IiOSSES FOR REDUCED TWIST AND MAXIMUM STRENGTH
DOUBLE- SCREW BOSSES FOR REDUCE ' 0 -TWIST AND MAkIMUW STRENGTH DEEPER GLASS. POCKET$ - FOR IMPROVED ADHESION OF RAILSIO, THE GLASS MEETING RAIL is CENTERED # NOT OFFSET, DUE TO SAME SIZE JAMBS
0 DOUBLE LIFT RAIL STANDARD IN, ALL PRODUCTS. FOR, EASE OF OPERATION
AND UNIFORM APPEARANCE EXTERIOR SILL IS STANDARD; OPTIONS ARE INTERIOR FLUS.H SILL WHICH RESULTS IN 'SUPERIOR APPEARANCE
DOUBLE SWEEP - LOCKS STANDARD (2 AND 3 TRACK ONLY), 2 5/r AND *4 51W "ADD ON" -.RISERS DOUBLE PULL RAIL. STANDARD IN ALL. PRODUCTS -FOR EASE- -OF OPERATION
♦ OECMED bit CAST, LOOKING HARDWARE' AND UNIFORM APPEARANCE
REMOVABLE SASH WITH BLOCK AND -TACKLE BALANCES ANDARD 10 1 1 1
OPTIONAL wooD * PuLL'FOR EASE OF OPERATION AVAIWLE •FOR ST W DOUBLE SWEEP LOCKS STANDARD
• CONTINUOUS INTEGRAL FIN' FOR N. 0 OPEN ' CORNERS , .1 .
HARDWARE 0 REMOVABLE SASH WITH BRASS ROLLERS" STANDARD IN . CUSTOMIZED HOUSING'
♦ DSO CLASS STANDARD; OPTIONS ARE 3'/16t. INSULATED, TINTED, AND 'LOW E • 3/16!* . 'TEMPERED . GLASS STANDARD;i : 6
OPTIONS ARE 51fr IN.SULATED* TINTED * UNIQUE "TANK-TYPC* WEEP SYSTEM ALLOWS WATER TO FLOW OUT F,THE
(INSULATED ONLY)
AND LOW--E (INSULATED' ONLY) -SILL WITHOUT BUILDING UP IN THE TRACK•
• DOUBLE' APPLIED, UV PROTECTO RIGID PVC MUNTIN . .- .. I ;
• INtULATED ♦DOORS AVAILABLE WITH INTERNAL Cd4TO0IitD*'-MUNTINS * ,:CONTINUOUS INTEGRAL FIN FOR NO OPEN CORNERS..
0 INSULATED WINDOWS AVAILABLE WITH INTERNAL ;;:CONTOURED MUNTINS AVAILABLE To *siE MANUFACTURED IN CUSTOM SIZES •A COUNTER*. TOP'. UNITS
ND * DS8 GLASS STANDARD- OPTIONS ARE 3/16; INSULATED, TINTED,, AND LOW E
0 ALSO AVAILABLE IN RADIUS HEAD AND PASS-THRU COkFIGUIRATIONS • INCLUDE -SINGLE ROLLERS ALLOWING 'FOR PANEL, ADJUSTMENT
FIXED PANELS (INSULATED 'ONLY)
* MAKES - USE OF 2000. WEATHERS? i RIPPING, GLAZING BEAD ANO GLASS,SIZES AT - THE -Joe SITE ♦ DOUBLE APPLIED,- UV PROTECTED RIGID PVC .MUNTIN
TO ELIMINATE, DUPLICATE INVENTORY
p • OPTIONAL MORTISE AND SECONDARY LOOKS FOR ENHANCED SECURITY • INSULATED WINDOWS AVAILABLE,WITH INTERNAL*. CONTOURED MUNTINS
0 ALL PRODUCTS COMPLETELY PLASTIC STRETCHED; WRAPPED TiO ASSURE
AVAILABLE WITH A STAINLESS STEEL OPTION. • MAKES USE OF 2000 WEATHERSTRIPPING AND GLAZING BEAD TO ELIMINATE
.0
MAXIMUM PROTECTIOW AND TO MAINTAIN THE FACTORY F NIjH ALL THE WAY ALL PANELS COMPLETELY PLASTIC STRETCH WRAPPED TO ASjSURE MAXIMUM - 4 DUPLICATE INVENTORY
TO THE JOB SITE -
PROTECTION AND TO MAINTAIN THE FACTORY FINISH AW 'THE ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPE6 �O ASSURE
DURABLE POWDER COATED FINISH -UNSURPASSED WAY
TO THE JOB SITE MAXIMUM PROTECTION AND TO MAINTAIN THE FACTORY 'FINISH
,IN APPEARANCE • DURABLE,POWDER COATED FINISH UNSURPASSED ALL. THE WAY. TO -THE -JOB SITE
IN APPEARANCE DURABLE POWDER COATED FINISH UNSURPASSED-*
earl, earIX ,Iearl
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4.
00
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A UALITY WINDOWS By 1FLORIDA EXTRUDERS %
8 A oft
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SERIES 1,000 amms
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FIXED LITE DUGNERS -A►w
17.-1* XA *wf4 'T4n Xnrlrt an$nNTM MT'*rT
Pita jdann
lraans am
• RATED R60* C60'# C70 (DESIGN PRESSURES OF. 60# & 70) 1KoddDekaodia R"v (w, rd )I
♦ UNIQUE INTERIOR SNAP -IN VINYL COLORMATCHED BEAD CONCEALS THE' i0vM4w 1w,wi ne usaw ow#oxxox
INSTALLATIONzu*v ow S40 0*wivhM'A& SIC& stodummDw wo aulft
SCREWS
twxwline Uwe
c"ftw*10r. MOO OX, XO* x
0 INTERIOR GLAZED FOR INCREASED PERFORMANCEt NO TENDENCY FOR BEAD
* I , Awfwmb. Th dda" "Vicyw w W* uwpwd ow (pa 4M4Wx4$-3W%udft*cc=bv*d
PROBLEMS COMMONLY ASSOCIATED EXTERIOR GLAZED WIINDOW$ - . . .# 1 9. aftwo IU door 6f wmft of 26 st (0.0 iM at fts ow wa ?ism 0.04wobw rom Tustin am
VOWAX0100i 920s I"t' %& I to NW. y=ft UW &job w" w0A *Moo w"
ftd
A
# FRAME DEPTH OF I 7/8* f FRONT -FLANGE TOR �,ASONRY CONISTRUCTIONt I I/ar
-INTEGRAL 'NAILING FINS WITH '3/4" SETBACK FOR FRAME CONSTRUCTION P.B.
HOLLOW 'HORIZONTAL MULL. FOR' SUPERIOR PERFORMANCE 0,01
* 'GLASS SIGHT LINES ALIGN WITH D�SIGNERS MULUD ABOVE OPERABLE 'UNITS Teat
Tat
M bfto*a 0 L" ptom 1w pw V*20 powi T49
# 2A.Vt � PC ' - .1 AVAILABLE WITH INSULATED GLASS, INTERNAL CONTOURED MUNTINS W*r"*W4W #Wf0(A8W .2MrwPA-2021
WSW Vm4w
.2,S6;vxf Impf
•
8.2$w
DSB CLEAR GLASS STANDARD (REFER .TO SIZE' CHART);- OPTIONS ARE UAW %*AtrPjwW 4WCh* 2W 0fVW&PA-%=) 1005pt .67.0pe
LOW--E FO=4 36 MC & iA:-iO2) "MMI POW" U1"AWvAkftftw4WCbW2W0fSft&PA-202) posftWe 114.0W 76.0 pt
TEMPERED* INSULATED, SOLAR COOL* (INSULATED '614Lr), AND zftyawlc4l
Ud%wStnftAfr C*.230 of 3ftC PA-402) WW", 114.Opd -76.0 W
vow POW Fa iho
TINTED; SIZE' DETERMINES GLASS THIPKNESS (3/1 1 e OR 1 le) W 0* Cb* M MC 4k PA-20)
r L40ftOA203) I.Ary 1)
CvdWVAWPzmLa&dWxtFA2ft)
'DOUBLE APPLIED,, UY PROTECTED RIGID- PVC. MU "�N �qN SINGLiE GLAZED UNIT$ CYdk VrWA cpAi 203) Po�detvef 76.9 pif
*Pdk MAd P, lAftdift. IPA Ift-1%
* SAME MUNTIN MATERIAL 'ON ALL SERIES 1000 PRODUCTS
* REPLACEMENT GLASS AVAILABLE WITHOUT REQUIRING A TEMPLATEsee rare silo Ibis
r
AVAILABLE IN. VARIOUS CUSTOM'SHAPES AND SIZEScoda t -1 ism=
tMawl ithodcdp pm=*rAnp HOW ob(M, ItMIO&Sbut mt."Wito tho
•ALL PRODUCTS, COMPLETELY PLASTIC STREYCH WRAPPEO TO ASSURE MAXIMUM' 2. 3bb" DWWhtK clo&(*w =met 110 MO otc), S.F.8'c" 3.v+qc d bw V.PnIsom
PROTECTION AND TO MAINTAIN THE FACTORY FINISH ALL THEE n*&4d%1w***%Md"4bYA='7 MW=m DW14 Loads rerSWMho-nd otbastnefimm
a E WAY. TO THE 3. vwu cod toot shw1w In** am ovswvd vamaummy aftub"".. #..,
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H UNSURPASSED IN APPEARANCE 411
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