HomeMy WebLinkAbout210 Belgian Way 02-766 New Construction SFHPERMIT ADDRESS
CONTRACTOR —tj x Horton -
6250 Hazeltine Nat'l Dr -9102
ADDRESS Orlando, FL 32822
(407)857-91Ol
CBC 055300-
PHONE NUMBER _
PROPERTY OWNER
PHONE NUMBER
ELECTRICAL CONTRACTOR V J1
lY` MECHANICAL CONTRACTOR
n
PLUMBING CONTRACTOR �V 9�►-��
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
t
MISCELLANEOUS CONTRACTOR
K
,
_
PERMIT NUMBER
1 r,
FEE
FEE
SUBDIVISION
PERMIT # 02-744 DATE 7
PERMIT DESCRIPTIONA/0,Uj 91 1,
PERMIT VALUATION
SQUARE FOOTAGE
�H
HV
MV
N
V!
aL
o
a
y
-
I
L
i L
u
Y `�... 'm./: i� VW
DA
r9 R t-t F
00
�
�00
0
C�2
4
O
o
O�
0
s FORD BUILDING DEPT.
' *fftE PLA ' ARE REVIEWED AND CONDITIONALLIV
OR PERMIT. A PERP41T ISSUED SHALL Bit'
raj i3E A LICENSE TO PROCEED WITi$
THE�WOR/K�A !Cl' AS AUTHORITY TO VIOLA—E
DATE: 12 J` V'1T R OR SET ASIDE ANY OF Tell~
VF Q `' +�>'' ' TECHNICAL CODE:;, NOR SHALL,
1�0 ?AEI T PREVENT 'i HE BUILDIN(zr
SCALE: U ��f "':R REQUIRING A CORRES
i-iE PLANS. CONSTRUGTIQ
SHEET FIONS OF THE CODES.
1 o1F 6
g
ui
PERMIT ���o_
�m
DATE: 12/'03/01
SCALL: V4NEI'-0'
SHEET
IAOF 6
N
r
I
I- i14' - 4 11
12'-6"
PATIO CONC. SLAB
" W/ DOOR OPT. — — — —
9
80�8 S.C.D. 25-SH 25-SN I s\\
1H3-sH } o
I G
G.
FAMILY OWNER'S 1
ROOM SUITE > _
°
VAULTED CLG. = V-0" CLc.
(CARPET)? (CARPET) I I ? O.BATH
2'-10" 2'-6" v 3'-4
2-0 ,5F. I 6i
II
J 4-5H I crl
— — — — — — — — — — — — — — — — — \\
r AIVIO
s
KITCHEN W.I. C. N
5
VAULTED CLG. — — -1 r — — 8'-m" CL6. I =
J 3'-" II 3' �_g
11
Ll-aI OPTOPT. ,(CARPET)
14'-0W.D.a1/2
I I �'
--------I I BATH X L--JL--� `I IZ
oPT. I . LAV. 1 "
® ISLAND - 81.511 IlX
cn Z - L----J 1R-15H 2 °
L------�
iR-16H
cn N � ,�,
�' LAUN.
RANGE a'-ro- cLc. UJN.
J'o—o
MT.
�---
— — /CONE) �
_ DINING
ROOM Im I >
m VAULTED GLG.
(CARPET) = I — — — -�
r OPT. 2 -8
DOOR W/ `p
LONG. PAD -°
m ( m GARAGE N
LIVING
ROOM
VAULTED CLa
(CARPET)
(2) 25-51-1 W/
I 15' 1/2 -RND. A13V.
CELEV.-A)
(2) 26-5H
(ELEV.-H)
KJ'-KJ" 8'-KJ II
I
13' -o"
RA III
L INCH
\ FOYER
m
u
� I ,
ITEMP. MT.
L INE OF 2ND. FLR. 45OVE
W/12' SIDELITE
' W/ HALF
Iro'-0" X 1'-0" O.N.
RND ABOVE
ELEV, A
------- ------ ------
W/52"X30„
TRANS 5V, :{{
II
2 14 I I
4'-l0"
l�'-011
5'-411
19'-QII
9'-411
401-0II
7 ST. FLOOR PLAN
MIRROR
O MSTR. BATH
/ I-011
1H3-SH
r
6�
O MSTR. BATH
MIRK.
�1/2 BATH
L-------------
1�
@HALL BATH
O KITCHEN
25-SH
25-SH
BDRM.#2
BDRM.#3
(CARPET)
`V
(CARPET)
m
3 II
4'-5
2'-1011 21_211 31-411
4-SH 4-0 5F.
b
r
x6
HALL
A 3 BATH
W.I.C. �'� 8'-0' cLCs.
CAoPT.
12LAV. LAV.
^I ATTIC I A _, O
an
C
AG�CESS� c °
°°
3'-2"
N
p
I I
=
01
z;
LOFT I I OPTIONAL
z
I I BDRM.#5
VAULTED CLc-;.
-
(CARPET) I I VAULTED CLC;.
� m
I I CGARPEt)
�
II
�46
_
I
=
W.I.C.
1R-15H
BDRM. 4 1R-1SH
VAULTED cLc.
(CARPET)
0-'
W.I.C.
"
(01
r- 4=
(2) 25-SH
26-5E(T VMN)
9'-lo" 9'-loll
J
13'-101,
19'-Q11
L--------
Ilk
SQ.FT.
CALL. S
LIVING (15T.)
LIVING (2Np.)
TOT. LIVING
ENTRY
GARAGE
1312
912
2 2 a4
32
415
60.
SCE.
50.
50.
50.
FT.
FT.
FT,
FT.
FT.
TOTAL
2131
50.
FT.
PATIO
115
50.
FT.
2ND. FLOOR ]FLAN
,00 ✓
DEC
..
0 03
DATE: 12 /0 3 /01
SCALE: V4NEI'-ON
SHEET
2 or 6
l
V
oe �
co
DATE: 11 /5 /01
SCALE: V41211-0'
SHEET
3 A or 6
BLK. COL. TO 9'-4" CONTINUE W/
2X4 WALL W/ 1/1(o O.S.B. SHEATHING TO BRCS.
SECURE TO BLK W/ 1/2 "XS" A.B.
TRUSS
PL11T
* TRU55 HANGERS TO BE
SUPPLIED 4ENG D. 5Y TRUSS CO.
* FLOOR JOIST TO BL.K. SIMPSON
+-ZETA-16 90 END 4 EVERY 32" O.G.
ON PARALLEL FLOOR JOIST.
HTS-20
T23
-� Z
jLu
2X4 COLLAR TIE /-2X RIDGE }> 0
EVERY OTHER RAFTER I`
2X RAFTER 0
2-12d EVERY TRUSS
1X(o NAILER RAFTER
3-12d O NAILER
1X8 NAILER
OR 1/2" PLY. 2-12d EVERY TRUSS
CONV. FRAMING DETAIL/VALLEY
, 21"ETA-Iro
FRADIING PLAN
* CONNECTORS TO BE SIMPSON U.N.O.
* TRUSS TO BLK META-16
* TRUSS TO WOOD MT5-12
DBL. TOP PLATE
KNEE WALL DETAIL@ENTRY
(4 HIP DETAIL
z
coa�
DATE: 12 /0 3 /01
SCALE: A oil -ON
SHEET
4A/BOF 6
i`
I
a
v
s
a
x
Pa
,r
�I �,-- IaCC t�
1ST. FLR. ELECTRICAL PLAN
I
METER
FIELD
VERIFY
ELECTRICAL LEGEND
eYMSOL
DEFINITION
NOTES
IIOV OUTLET
I/2 OF OUTLET
IImV OUTLET
WIRED To
SWITCH
EQUIPED WITH
IIrOV OUTLET
GROUND FAULT
INTERUPTER
d
220V OUTLET
GFI
EXTERIOR
GROUND FAULT
WATERPROOF
OUTLET
INTERUPTER
SWITCH
SWITCH
3-WAY OPER.
(�4
SWITCH
4-WAY OPER.
WALL
MOUNTED LION
EILING LIGHT
1
(O
VAPOR PROD
VP
LIGHT
(O�
RECESSED
CAN
VENT FAN
I CFM PER
SQ. FT.
VENT. FAN
I CFM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
4' LIGHT STRIP
FLOURECENT
IGHT
L IGHT
RAP AROUND
2'FLOURECENT
- - -
4' FLOURECENT
®
PANEL
METER
SMOKE
SATT. SACK -UP
O
W/ HARDWIRE
S.D.
DETECTOR
INTER-
CONNECTED
PENDANT
L IGHT
TELEPHONE
.
JACK
WATER HEAT.
WH
DISCONNECT
A I R. COND.
/C
DISCONNECT
Tv.
TELEVISION
JACK
CEILING
FAN/LIGHT
C G BO
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ PDX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L IGHT
INTERCOM
SPEAKER
2ND. FLR. E;LECTRICAL PLAN
T
MA
/0 ALU. CABLE
200 AMP
METER BASE t METER
MAIN DISCONNECT COMBO rF
SQUARE D TYP. A/C
200
200 AMP DISC.
AMP. PANEL
MAIN �2 COPPER TO
DISC. LIGHTS 4 OUTLETS
*10 COPPER TO WATER HEATER
"8 COPPER TO RANGE
IDERSROUND
S) RVICE BY POWER CO. _,_#4 COPPER TO 5/5' GROUND ROp
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECTRICAL RIeER,
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
OPT. BATH
PLUMBING RISER
24"X24"X12" CONG. F'�
W/3-*S BARS E.W.
CON CHAIRS)
MIN. 3" COVER
l2 TYFJ
01OPT. COV. PORCH
FOUNDATION PLAN
i) OPT. COV. PORCH
FLOOR PLAN
x.
(:]OPT. COV. PORCH 45 OPT. COV. PORCH
OOPT. COV. PORCE REAR ELEVATION LEFT ELEVATION
ELEICTRICAL PLAN
0
0
DATE: 12,/0 3 /01
sCAT�: V4'■1'-m'
SHEET
6 OF 6
/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \
I 40' - 0" t
13'-4" 13'-4"
■ ■ 24"X24"X12" CONE. PAD ■ ■ ■ ■ 24"X24"X12" CONC. PAD ■ ■
■ ��� W/3 ON BHAIRS.ARS LU. �\� I � � I �/`-� UJ/3 ON CHARS) L e
MIN. 3" COVER MIN. 3" COVER
3'-g" 2'-10" Iz 21'-0" 0'-2" 4'-4"
w -41/2"
R.O. FOR IL
OPT. 2-(o
DOOR -3 1/2"
e -- ■ t- ■ ■ ■ ■ ■ ■ ■
1 10 I
I D1 I I D1 pl
��-------------------------------1----------------------------/i
"Is) 0001W'45101101
I/---------------------------------------------------------------\
40' -0" I
I
I
I
I
I'-4" 12'-0"
I
----PR -G S ---- ----- PR _C S PRE=CASt
COVERED PORCHly
I"
1 25-SH 25 SH 8m68 S.CZ.D_—
t� — —I— — o ° }—IH3=SN LUc— L —
—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----/
FLOOR PLAN
_____________ _ -- ____--__---___
,_------------------ U _----_----_-----\
I t
12 FIN. FLR.
I 21'=0" I I 9'-0" — — — — �3 — 2ND FLR.
26'-4" I I BRCz. — — — 23'-4°
g -0
I I I
BRCx. I
I I I
35'-�
= 2ro'-6"
I OPT. I
21'-g"
I1'-2" I I 0'-0" (DOOR i 0'-0"
I 16'-2" I I FIN. FL — — — — — — — FIN. FUR. I
13'-4"
I
PAINT OVER
GONG. PANELS
-------------------------------------------------------------------
DOWEL PLAN REAR ELEV.
-----------------------
FIN. FLR. 12
2ND Fl_R. 3�
I '�
BRCS.
FIN. FLR"F
LEFT ELEV.
- - - - - - - - - - - - - - - - - - - -
RIGHT ELEV.
----------------------
I
I
GJ1
GJ3
I CJ5
CJ-1
CJ1
CJ3
------------------\
I
GJ1
GJ3
I CJ5
CJ-1
CJ1
CJ3
------------------\
t
L t.11
0W1191CL]
. -
07
OF
-
-
.•:.•.❖.❖.•.•...�--
��IIIIIIIIII�I�IIILIIIII�III�IC�IIIIIIIIIIIIIICII�I�1111•�.•.►.•.•.•.❖„�.•.�
11
MIN
►•:
TRUSS PLAN
DATE: 12/03/01
SCALE: V4'■I'-0'
SHEET
6 A OF 6
1/211 X 9" A.B. 32" O.C.
_ elmW Wr�l WHEN UPLIFT FROM ROOF
ZOR FIBERMESH ro"X'o,"
IN#'"LENT ANCHOR BOLTS AT 3' O.C.
2" ABY. GONG.
c� ro"X6 " #10 W.W.M.
z = OR FIBERMESH `m
- CON(. SLAB 4
2 #5's CONT. 4 RE INF RCEMENT 8
(2) CONT_ *5 REBARS Y4' z fk 1'-0" c� _
} CONC. SLAB z - 4
4� 1 _8 4 f
0 3 #5's CONT. _ - m THICKEN EDGE
2-#5'S ON CHAIRS GARAGE CURB STOP
fNTEi�fOR 5EARfl�l� UJ,4LL ��
1 TYP. WALL SECTION 2 f NTERf OR BEARING �UAL.L. 2-STOR,I'
ELK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS �'�
p0 NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS 1,000D FR,4ME FOOTING
CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS.
IS UPLIFT ON WALL 15
ONLY NEEDED WHEN THERE 3
IS UPLIFT ON WALL
3 1/211 e HEAD OF GARAGE
3 1/2" � HEAD OF GARAGE (I--#5 DOWEL BAR(ONE SIDE � DOWEL BARS 05 DOWEL BARS
(VARIES WITH SLOPE) g" ANCHOR BOLTS AT 3' O.G. -i 5/8' C B II „XOOR IF NEEDED) DIM VARIES �✓/S° DIM VARIES
(VARIES WITH SLOPE) of D
roll 010 W.W.M. ro"Xro" 010 W.W.M. CURB ro"Xro" 010 W.W.M. (3) *5 RODS EA. WAY ON 8" CMU
g ANCHOR BOLTS W 3 O.G. OR FIBERMESH 5/8 CURB II OR FIBERMESH II OR FIBERMESH CHAIRS (MIN. 3" COVER)
ONLY/IF UPLIFT ON WALL ro"Xro" #i0 W.W.M." rIl REINFORGEME T REINFORCEMENT REINFORCEMENT
ro"Xro11 010 W.W.M. OR FIBERMESH EXTEND 1 1/2 ff
OR FIBERMESH REINFORCEMENT - z II - z II = �"
HF- H��
RECESS /2" E } }
SLIDING DOOR TRACK
REINFORCEMENT �
2-#5'S ON CHAIRS `n U �� (3-5'S W/2-STORY)
HH 1'-4 SLOPE GONG_
0 o 0 0 2-#5'S ON CHAIRS
0 0 m SINGLE C3-5'S W/2 -STORY) SINGL 2' -0 " TO FRONT(1/4" -1/2 ")
m 1' -8" 3 #5'S ON CHAIRS STORY 5TOfRY
1 1/2
1 - 0 2 #5'5 ON CHAIRS TWO ]]-all 2'4"X24" EXT. PAD g 1/2"
O 7K
�� INSIDE FtG. At GARAGE STEP-UP STORY GARAGE SERVICE/POOL 5 oRY
INSIDE FTC. AT GARAGE STEP=UP 2-5TORY BEARING WALL DOOR RECESS GARAGE CURB GARAGE CURB 10 SLAB AT SL. GLASS DOOR
1-STORY BEARING WALL
CONC_ SLAB OVER CLEAN, #5 REBAR SET IN 200(0
COMPACT TERMITE TREATED
� L, (o MIL. VIS. VAPOR SLAB/EPDXY
! "MIN. BELMIN.
OW BV TOP CORD BLOCKING AT 4'
_ O.G. MAX. IN FIRST 2 FRAMING
-1 6 "Xro" #lm W.W.M. SPACES AT EACH END.
GARAGE SLAB ro"X(o' 010 W.W.M. �;, II OR FIBERMESH
Z OR FIBERMESH REINFORCEMENT
REINFORC MENT u RAFTER OR TRUSS NAILING SCHEDULE ALL NOTES IN REFERENCE
ROOF SHEATHING LAYOUT ROOF SHEATHING RDDFDIAPHRAM TO 1997 EIDITION OF S.B.C.C.I.
ANID E N ED W �l I I CRAG I1. I /;. Q USE �/Ib' O6.B. OR 1/2'PLY WITH °B GL N NAILS AT 4' O.C. AT STA N A R � B U I L ID I N G C O C)E S
FOR CAJB/ L EHL-l-NDV FRAM`1 INN• C 6.111POfZTED PANEL EDGES 40 16 NTER'1EDIATE SUPPORTS. ALSO SEE DETAILS AT 6' O.C. AT .
CURB WALL 8" GONG• DRIVEWAY 0 ° a TYP. RETROFIT FOR ALL ROOFSHEATHMGToGABLEENDFRAME
GARAGE 3 'S CONT. OMITTED FOUNDATION DOWELS z USE -0GUNNAILS a4'O.C.
BEYOUND 1 _8" 3" MIN. COVER 1A Q EXTERIORSHF.ATHING SITE PLAN NOTES
USE 1/16. O.S.B. OR 1/2' PLY WITH -B GUN NAILS AT 6' O.C. AT
V V PANEL SIDES AND 08 GUN NAILS 4' O.C. TOP 4 BOTTOM
lU PANEL AND e8 GUN NAILS AT 6' Or- AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE
GARAGE DOOR BUILDING LENGTH MTE C fEDIATE SUPPORTS. ALSO BEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE
OPENING ACCEPTA51_E FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
ABV.105' MEAN SEA LEVEL. CONTRACTOR 8HALL VERIFY ELEVATION
2 -STORY FOOTING
I I NAIL REQUIREMENTS OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
SIZE
HEAD
LENGHT
DIA.
TENSfL STR.
3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
8d
ROUND•MODIFIED
1 7/8'
.113
170,000
1
OR T
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 8WALE8
OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY.
5)
10d
1
2 1/8'
.128
1 170f000
#8d GUM NAILS �4" O.C. # NOTE: NAILS TO BE MFG. BY MEMBER OF INT. COPES REGULATIONS ITAND RESTRICTIONS ITHAVIC. NG JUURISGO DIICCTIONTO S AND
Il II -OOL, DECK, SPA, AND ASSOCIATED WORK 15 TO BE
TOP BOTTOM EpGEB 8d GUN NAILCS STAPLENAfL 4 TOOL ASSOCIATION AS SELECTED BY 5UILDER
SWIMMING f
0 " O.G. I N FIELD 6) F'E5111TTTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
POURED LENTIL
II II II GENERAL NOTES
CONT. (TYP)01
I. DESIGN AND LOADING
II II I) @ Q Q PLUMBING NOTES
A. ALLOWABLE UNIT STRESS AND DESING CRITERIA:
< 2X WALL FRAMING TO BE II � it p N 1Ll I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 1) SANITARY LINES 8HALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
II II OU-I-c6. 1 C)E BAR �{} _l Lu Q 2. SBGGI STANDARD BUILDING CODE CURRENT EDITION. AS APPROVED BY THE BUILDING OFFICIAL.
8" CMU FILLED , o ' (3) 1/2 "XS" ANCHOR BOILTS 05 REBAR II II � �l Q z U 2. SOIL 2) WATER LINE8 814ALL BE CPVC.
Z J jJI z 0 A. NET ALLOWABLE SOIL BEARING F RE-55URE USED IN DESIGN 2000 PSI FOR 3) CONDENSATE LINES SHALL 5E MIN. 3/4' DIAMETER PVC
CELL C TYP.) ''W/ 2 "x2 "x1/8 WASHER AND _ _ _ _ _ II II II CONTINUOUS z @ z ? _ CONTINUOUS WALL FOOTINGS.
1� (SCHEDULE 40), INSULATED WITH I/2" AMAFLEX
NUT SPACED EVENLY FROM 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
II '' `` 3. CONCRETE AND REINFORCING
EXT. FRAME WALL TO FLOOR TO BOND BEAM. SET = _ 0 0 @ A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
BLOCK WALL CONNECTION IN JOINTS PRIOR TO FILLING. _ I I /� I I SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
I P. EXTERIOR SHEATHING B. ALL CONCRETE SHALL DEVOLOP N INIMUM COMPRESSIVE STRENGTH OF 2500
A (SLEEVED ANCHOR IN SOLID = FSHEATHING-;;
PSI IN 28 DAYS ro) H05E 5155 TO BE PROVIDED WITH 5AGKFLOW PREVENER.
POUR ACCEPTABLE RETROFIT) # ATTACHMENT OR ROOT SHEATHING G. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 61i, GRADE 40
7) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
25" MIN. LAP @ 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
NOTE- A IN ACCORDANCE WITH SBCCI CHAPTER I6:SECT. 1606
TYP. REBAR LAP @ ROOF LIVE LOADS OF 20 PSF 6) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
WHEN
WIND LOADS IN ACCORDANCE WITH 85CCI CURRENT EDTION FOR 100 MPH REGION
WH CORNERS EN GLUED TO ROOF MEMBER INTERIOR PARTIONS, 5 PSF PERPENDICULAR TO WALL FACE BE SELECTED BY OWNER FROM BUILDER'5 OFFERINGS.
GROUTED II _ 811 EDGES 4 1011 _ 12 " IN FE I L D 5. LUMBER S) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
BOND BEAM z 2-S's REBAR I STORY A. ALL STRUCTUAL LUMBER SHALL 5E #2 SYP. ALL STUDS SHALL BE STUD GRADE SPF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MA50NARY PLUMBING CO SEE POOL TRACTOR CONTRACTOSHALL R'S
ENGINEERED TWO COS OF 'P DRAWINGS.
RA I GS
TIEy- y- p - LU 3-#5 s REBAR 2 STORY SHALL 5E PRESSURE TREATED)
E I O HORZ. BADS RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
S" MIN. EMBEDMENT (4 } T1'P. EXTERIOR SHEATHING ATTACHMENT TRUSSES
/� /� �j A PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. 10) ALL cLEANoUtS FLUSH WITH GRADE.
11 O FOR SHEAR AND UI LIFT TRU SIMANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
(O.S.B. TO BE STRUCTURAL GRADE) PRIOR TO FABRICATION. RI Il) VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
RIDGES.
HORZ. REINFORCING VERT. RE INF. 1. GARAGE DOOR 12) SIZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO STANDARD
NOOK IN GROUTED' CONNECTORS FROM PLATE TO STUD TO PLATE e ENGINEERED SUPPLIED MPH MIG WIND ARAGE p R SUPPLIER PLUMBING CODE CURRENT EDITION.
ARE NOT REQUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO STANDARD BUILDING CODE
CELL
e 8. ASPHALT SHINGLES CURRENT EDITION.
#�d GUN NAILS A ROOFING TO COMPLY W/ SBC 97 SECTION 1504A
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT t0 BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
cn e 12 " O.C. I N F I E L D FO U N �ATI O N NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
Lu
CLEA,NOUT REQ'D � I. FOUNDATION DESIGN BASTED ON 2000 P.SF. MIN. ALLOWABLE BEARING
FOUNL7ATION NOTES
• ed N• • • " -'. G FOR GROUT LIFT RA I �� 0 PRESSURE. I. CONCRETE MASONRY UNITS SHALL BE HOLLGUI CORE OR SOLID UNIT
�4 tl a - 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND MASONARY IN ACCORDANCE WITH ASTM G90 AND C145 AND SHALL
.- °- > 5 FT.. UNLESS HAVE A NET AREA COMMIPRE551VE 5TRENGHT OF 1900 P51.
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR
HORZ_ RE INFORG ING z (�/ FOOTING DUJL IS a : z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C270.
i� ' POURED LENTIL METAL ACCESSORIES
HOOK } NOT fi�EQ'D. z O 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
O' CONT. (TYP) - AGGREGATE FOLLOWING:
•=d A. ASTM A52 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
HORIzONTAL/VERTICAL REINFORCING c(1 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
SIDES: ff� BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
PRE -CAST HDR. 2X� GARAGE DOOR BUCK W/ # 5. REINFORCED STEEL: A5TM A615, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
SHALL BE "5 DOWEL BARS W/ A lio' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
(3) 1/2 "Xg" ANCHOR BOLTS T�1'P. FLOOR DECKING ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO RE STAINLESS STEEL TM DIPPED GALVANIZED MEETING THE
O •' ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORKtGENERAL: AA9m.
W/ 2 "X2 "X1/S WASHER AND 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
• I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS 8HALL EXTEND THE
.; "• " NUT SPACED EVENLY FROM EA. SHEET TO BE GLUED AT ALL FRAME SHEAR WALL OPENINGS AND SHALL 5E 1/2'x8" W/ 2'x2'xl/8' FULL MASONRY UNITS SCE SHELLS.
MORTAR
JOINTS,
BED OSOLID MASONRY
AT 3' O.C. STARTING AT 8' OFF EACH CORNER
8 CMU FILLED CJ. J I CJ'1' 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
CELL (TYP_) 0 -f-FLOOR t0 GARAGE DOOR HDR.
EXPO D O
'T. DESIGN LOADS: IN ACCORDANCE WITH 5$.G.GJ., CHAPTER 16. 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
�®
DATE; 2 /14/01
IN JOINTS PRIOR TO FILLING.
' (SLEEVED ANCHOR IN SOLID
ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
WIND LOADS: IN ACCORDANCE WITH S$.C. SECTION 1205 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
POUR ACCEPTABLE RETROFIT)
CURRENT EDITION FOR 100 MPH REGION SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C.
8. FOOTING REINFORCING SHALL BE 2-"5 REBARS 1-STORY, REINFORCING STEEL, GENERAL:
SIC AT I/4I I -ON
30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE NO. 5 BARS.
1-2X6 PT BLOCK 'a CENTER OF
CORNERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 5AR5 ARE IN THE SAME CELL THEY MAY BE BUNDLED.
DOOR HEADER WKI) I/2'XS" A.B.
MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
4. REINFORCING STEEL SHALL BE MINIMUM GRAPE 40 AND IDENTIFIED
SHEET
W/ 2 "X2 "X1/S WASHER AND
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH A5TM A615, A616, A61-1, OR A706.
-""1
FINISH GRADE
OF
10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
;
3
x
2X4 SUB -BAND e
CHASE GROYES,WAYERLEE WOODS 2X4 SUB-BAND
CHASE GROVES,WAVERLEE WOODS 2X4 S GROV D W 2"X4" BLOCKfNC
FEILD STREAM FEILD STREAM CHASE GcROVES,WAVERLEE WOODS FIRST TWO BAYS
2X6 SUB -BAND � FEILD STREAM
2X�c SUB -BAND
LAKE KEHOE,GYPRESS HEAD LAKE KEHOE CYPRESS HEAD 2X6 SUB -BAND Q 4'-m" O.C. MAX
ALOMA WOODS ROOF TRUSSES ALOMA WOOAKE DS PRESS HEAD ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUMA0FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA #
OVER 15 FELT OVER
ASPHALT SHINGLES,
-I/fro" OSB SHEATHING
OVER #15 FELT ' R-19 INSULATION METAL D-19 INSULATION RIP EDGE►-
FIBERGLASS SHINGLES ___ R OR 1/2" PLY.
-i/16" oSB. SHEATHING OR 1/2 PLY. ON 1115 FELT OVER
-i/1� OSB. SHEATHING SEE TRUSS ENG. -.— ROOF TRUSSES �
HURRICANE STRAPS METAL DRIP EDGE
(SEE TRUSS PLAN FOR PROPER 24" O.C.
FOR CONNECTOR) 1 1/2" DRYWALL 4 TEXT.
METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING
ALL UPRIGHTS OVER 4 -lm
O (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT
2x PLATE BOLTED TO TOP PL.
SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS NAILER 1>K2 FURR STRIPS TO BE FLUSH WITH
SET BAND 1/2" BACK WALL WHEN VAULTED
ALUM. FINISHED VENTED SOFFIT 1/12" DRYWALL TEXT. FROM OUTER EDGE OF BLK TEXTURED FINISH
ALUM. WINDOW OVER 15 FELT OVER
8" LINTEL BLOCK FILLED 1/;2" DRYWALL #
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) 7/16" O.S.B. SHEATHING R-19 INSULATION
PRE -CAST LINTEL FELT BARRIER OVER 3/4" T 4 G PLYWOOD OR 1/2' PLY.
ALUM. WINDOW -1/16" OSB SHEATHING OR I/2" PLY.
GLUED 4 NAILED
SEE FLR./ELEV FOR DES_ SILL (SHEATHING MUST BREAK MIN. 1'-0" 1/2" DRYWALL � TEXT.
FROM 2nd FLR. LINE) 2X FLOOR JOIST/TJI
SEE FRAME PLANS
PRE -CAST SILL 1/'2' DRYWALL 2X6(CON FOR JOIST TYPE M5TA-24 2X4 DOUBLE PLATE (TYP.)
2X4(CONT.) .) (1'S CONT. 32" O.C. MAX SEE TRUSS P AN
S" CMU R:-4.2 INSULATION
FOR HDR SIZE
SIMPSON
1>C2 P.T. FURRING STRIPS HETA-leo 1X2 FURR STRIPS ALUM. WINDOW
TEXTURED FINISH WJOOD BAS)= SEE FLR./ELEV FOR DES. SILL
— 8" LINTEL BLOCK FILLED 1/2' DRYWALL 1/16" OSB SHEATHING
PRE -CAST LINTEL OR 1/2' PLY. UNDER WOOD BASE (TYP.)
0 Q c0 FELT BARRIER
4 ALUM. WINDOW
Q 6,"Xro" "lm W.W.M. SEE FLR./ELEV FOR DES. SILL 2X6lGONTJ 2X FLOOR JOIST/TJI
OR FIBER MESH SEE FRAME PLANS
o REINFORCEMENT PRE -CAST SILL 2X4(CONT.) FOR CONNECTOR
- — CONC. SLAB OVER CLEAN, SIMPSON
COMPACT,TERMITE TREATED HETA-16 O (I)S CONT. METAL LATH
8' CMU SOIL OVER MIL VIS. VAPOR 8" LINTEL BLOCK
} } 2 #5 GONT. BARRIERW/6X6 #lO WWM (FILLED) IX2 FURR STRIPS
1 4
O TEXTURED FINISHu I 1/21�PLY PLYWOOD TEXT RED
-.111114. WOOD BASE (TYP.) PRE -CAST LINTEL `"' ° ° 1/2" DRYWALL W/ 15# FELT
Q ALUM. WINDOW 3/4" T 4 G PLYWOOD
-1-,I��. LU,� SECTION` SEE FLR./ELEV FOR DES. TO BE GLUED 2X6(CONT.)
SILL 4 NAILED
O O � WOOD BASE CTl'PJ 2X4(CONT.)
BLK. 1=STORY ox �'i #10 W.W.M.
. S. PRE -CAST SILL - CONC.
z Z W 3 05 s CONT R BER MESH N SLAB
REINFORCEMENT HE fPSON
0} }O 1'-8" 8" CMU 6 MIL VIS HETA-16
U VAPOR BARRIER
TEXTURED FINISH
ASPHALT SHINGLES OVER TYP. WALL SECTION CMU'S
#15 FELT ON -1/16" O.S.B. VX4" BLOCKING 2 Q �' TEXTURED
SHEATHING OR lit" PLY FIRST TWO BAYS 2 - STORY z FINISH
METAL DRIP EDGE �-- -O O.G. 1"'IAX &"X(0" #im W.W.M. TWO S�ORY
2X4 SUB -BAND 'w O O OR FIBER MESH
CHASE GROVE5,WAVERLEE WOODS REINFORCEMENT
FEILD STREAM ROOF FRAMING W/ CONNECTORS
2X6 SUB -BAND a (SEE TRUSS PLAN) > z
LAKE KEHOE,CYPRESS HEAD fiROOF TRUSSES = }
C3) #5's CONT.
IL
ALOMA WOODS SEE TRUSS ENG. 2'4" O.C. DBL. TOP PLATE
WRAPPED/ALUM FINISHED FASCIA FOR PROPER O ``� 0 3
TA
ENG. GABLE TRUSS BRACING R -19 INSULATION
CRIPPLE STUDS FIRST FLOOR BLOCK
2X4 SPF STIFFBACK AT SECOND FLOOR FRAI"IE
ALL UPRIGHTS OVER 4'-10"
(SEE TRUSS ENG. FOR SIZE)
I/8' TEXTURED FINISH HEADER (SEE PLANS)
OVER 150 FELT OVER PRE -FAB TRUSS
71/1ro" O.S.B. SHEATHING OR I/2" .PLY. I/2" DRYWALL 4 TEXT.. SP-4 32" O.G. � STUD BL
� 2X4 D1/2" DRYWALL TEXT.
2x6 P.T. PLATE W/ . TOP PLATE
I/2 X8 ANCHOR BOLTS ° HD'R. D(S)/JACK(S) .,
1/2" DRYW,4LL
W/2 " D IA. AT 3' O. C.
SECURE TRUSS t0 2X6 W/ LSTA 12
12d 6 &"-8" GONG. FILLED LINTEL STUD TO HDR. FULL LENGTH StUD(S)/ 2X4 CONT. STRES � �4 O.C.
OD STUDS PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)05 ROD KING STUDS) 6P-4 BLOCKING MID -WALL
4" O. C. m EDGE TOP 4 BOTTOM) 3/4" T4G SUBFLOOR
6 O. C. ,@ IN FEILD GLUED & NAILED
8 cMl,l
TEXTURED FINISH PLR. JST_ SIZE SEE FRAME PLAIN
1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4's PRE -FA5 TRU55
NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" DRYWALL 4 TEXT.
R-4.2 IfNSULATION 1st F STUD 2X4 DBL. TOP PLATE 1/2" DRYWALL 4 TEXT.
LR D Sf -4 32 O.C. STUD 2X4 DBL. TOP PLATE
I/2" DRYWALL - _ _ - I= _ _ _ — — _ _ - MSTA-36 32" O.C. 1/2" DRYWALL 1/2" DRYWALL
II II
2X4 WOOD STUDS 22X4 WOOD STUDS
2X4 CONT. 5TRE55 " O.C. X4 CONT. STRESS X4 O.C.
WOOD BASE I I I I I I BLOCKING MID -WALL
I I I I I I BLOCKING MID -WALL
NAIL PER SCHEDULE/ 2X4 PT. PLATE 2X4 PT. PLATE
BOLT PER FND. PLAN SF-4 32" O.G. ia STUD 1/2"X9" A.B. 32" O.C. 5f -4 32" O.C. e STUD 1/2"X9" A.B. 32" O.C.
z o o (WHEN UPLIFT�� Ira
17
"X6 " #IO W.W.M.R CONC. 5LAB
4" 4"
0 o OFIBREMESH 3 S CONT Z O � Z -
REINFORCEMENT TYP EXTERIOR OPENING IN FRAME 4 4 CONC. 5LAB
� = 2 #5 s CONT. �
wz II-411
BA
0- }
`V U mu 2 #5 CONT.
U
m
T'I'P. UJALL SECTION
INTERIOR BEARING WALL
NOTE: FOR O OR BEARING FLWALLS
DO NOT INSTALL CONNECTORS.
INTERIOR SEARING WALL
NOTE: FOR WALLS W/FLOOR LOAD ONLY'
O NOT
5LK_ 1 5TORY (G,4BLE) MINIM1JM UUAL=L= AND HEADER
D INSTALL CONNECTORS.
ST=IfREMENTS ® '�
MAXIMUM HEADER SPAN (Ft.)
UP TO
S'-m" TO
8'-0"
4'-II 1/2'
-1'-11 I/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING ENO OF HEADER
1
1 2
1 3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
1
3
m
DATE: 7/12/01
SCALE: V�'•i'-0'
SHEET
D2 OF 3
"
# I000 Uf=L.IFT
SIMPSOM MTS-12
W/-I 10d TO TRUSS
AND (2)3/16" X 1 1/2"
TAP CONS TO CONT
POURED LINTEL
# 2000 UFL IFS"
(2)5IMP5OM MTS-12
ONE EA. SIDE OF TRl
OPPOSITE SIDE OF E
W/1 l0d TO TRUSS
AND (2)3/16" X 1 1/2"
TAP CONS TO CONT
POURED LINTEL
CRUSS
3 BOND BEAM
TRUSS ANCHOR IDETAL=RETROFIT
9" MIN.
LESS THAN Im"
REQUIRES
I" NOSING
DBL 2X12 -
FLOOR JOIST
3/4" PLYWOOD
WITH 4 16m
COMMONS NAILED
THRU 3/4" PLYWOOD
NOTE: INTO EACH STRINGER
STAIRS RISERS TO CONFORM
TO SBCC 11112-1112.-1
2R+IT=24"-25"
3/16" 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
GRASPABILITY
WINDERS- MIN. 6" WIDE 10 NARROW END
MIN. 11' WIDTH a 12" PROM NARROW END
34" MIN. HANDRAIL HGT.
3/4" PLYWOOD
2X12 TREAD
CUT TO PIT
- 1X8 RISER
LESS THAN 4" TYP,
BETWEEN SPINDLES
i II II II
PRECAST HEADER
IX PT. NAILER TO BE SECURED
(T-NAILS OR 4d CUT
NAILS ACCEPTABLE)
71/16" OSB SHEATHING
2X4 BLOCKS -
CMU WALL -
BEVELED IX2 TO E5E SECURED
W/ TYP. PASTNER 8" O.C.
(T-NAILS OR 4d CUT
NAILS ACCEPTABLE)
PRESCAST SILL-
-FRONT
I" NOSING TYP.
W
3/4" PURRING STRIPS
z }
IX PT. NAILER TO BE SECURED
W/ TYP. FASTNER 8" O.C.
Oz
(T-NAILS OR 46 CUT
m
NAILS ACCEPTABLE)
lU+-
O1/16'
UZ
OSB SHEATHING TO BE
ATTACHED TO IX PT. W/ 1 1/2"
q 0 �::3
STAPLES/ ad COMMONS (a' O.C.
z
ca
2X4 BLOCKS
3/4" PURRING STRIPS
1/2" GYPSUM BOARD
BEVELED IX2 TO BE SECURED
W/ TYP. PASTNER 8" O.C.
(T-NAILS OR 4d CUT
NAILS ACCEPTABLE)
PRECAST SILL
8" CMU WALL
SIEDE VIEU,'
NOTE:
GAUGE 1X PT a WINDOW 1/2'
FOR DRYWALL RETURNS
a' CMU I'x4' P.T. NAILER
51DE5:---1/2' DRYWALL
BEVELED IX2 PT WINDOW BUCK
W/4d CUT NAIL OR 1 3/8' TNAIL
EACHVAILABLE JOINT.. CHUALK UNDER NAILING FIN ENTIRE
PERIMETER BEFORE NAILING, NO
HEADER: LIGHT TO 5E SEEN AROUND WINDOW.
BEVELED IX2 PT WINDOW BUCK SECURE WINDOW TO BUCK W/ %X1" PLATED SCREW
W/4d CUT NAIL OR 1 3/8' T-NAIL IN EMERY FACTORY DRILLED IN5TALLATION HOLE,
8'-10, O.G. TYPICALLY 3 PER JAMB AND 2 PER HEADER
UIN OUJ/3 ATTAC4-I NT IN LOC,<
STAlfR SECTiCN IDETALS
eECUF,) 2X4
TO WOOD` ICJ/1
5CU 2X4
TO 5L< Woo
2 1/411 T=NAIL
d- wq , ---, *== 1 d N-s l I �== iool I F-T I I V 1� lam /
2 = 06 P fP-,, 5L<. EA. END
SEE ELEVATIONS FOR
CHIMNEY CAP AND
PREFAB SPARK ARRESTOR
BANDING
W/ GLV MTL CAP
DBL 2X4 TOP PLATE
FLUE PER MANUF. SPECS
1/2" CDX OR 1/16" OSB
NAIL AT 4" O_C. W/Sd NAILS
SEE ELEVATIONS FOR
TEXT. CEMENT. FINISH ON MTL.
HE IGHT
LATH OR HARD IE BOARD
LSTA12 EACH END
SIDING ON 15# FELT
OF WALL
2X4 BTM. PLATE
1/2' PLY OR
1/16 " OSB
PRE-ENGINEERED TRUSS
ELEVATION
8' CMU
IX4 P.T. TO BE SECURED
W/4d CUT NAIL OR 1 3/8" T-NAIL
4' FROM END AND 16' O.G.
DOOR JAMB
W/(3) 08 SCREW OR 8d NAIL
(5/8, EM55EDMENT IN I'X4' MIN.)
f-1)tm I �r==,) �I A �"
R' DRYWALL.
K4' OR I'X2' P.T. NAILER
BOOR CA51NG
NOTE:
SHIM AS NEEDED
TO PLUMB JAMB
I / 4-
I I lJl! lo✓ ,/
'LATE
I---i
F--I
O
O
0
O
DATE: 1/20/00
SCALE: V4101'-0'
SHEET
n 3 OF
i
'...,...,,.•..,•n..-.".,�.�...,....».......,..�.,.•............,.«,,.-«.•..•.«»•.•.,»•.w•.,.r,•,.w»...»..:.,«.",.•••.,..,.a....»•.,•,�.r.......»..•,.�...r.,,»•.M.s..+•a.,,,.�.,w...,�...eM...»,..,,....G.... o
n3/1v/s37 us:�.t '11'�. �107`'st3 .us7s !•'I,A. L•'A"aYtUnk:�t4 �1408/Ot8 V/1V/a'1 us ;�1� •n'� tut ass uai�l AW► i,lKt11>kltat �uv3/utsf „ • - Vff/tV/V1 V+f:Af Ulit 40s 444 U4f4 !•L+1. 1'. -A.Ki l�:lib
• )• Q � • • • , • . . ' • • ♦ . • . • ' • • • ` , ' . ' • • • , + • • • • , M, • , ••♦ Mq.••+•Nw • w, ••Mf•. •x,n.�w.•i• •nMHn • w » •• ••I•".. • w••••••n , , •u,• • • • ♦ •' • ."n
c NATIONAL cSdndw 41.Ncx�ta�oxsx
'• aaa sca.�.dvA�u� suri�• oat.A�o. PaoNtaa3r
PH" OM:240.1a -VAX (4M 2404M.
' ' a 0tr2p oEoem►teiwassssrstdp ta•1+Otr" vrss toasitod at easeha�aliires >semh ssr;;4e smd the 4
' enaat��sal�♦ :,�1, eb�gle at'b�rboylvs►ss� wass��►� of tba � affiIa� �. .
weep ws Iaaa+Oed su tbt a�ativs; ssah botbota tad. ` ,
Ose wasp hdo i-xis' x lei( wit 19rmdat 0* and of 60 dIry Vag* =mretalm
wbt" Wate�'8.sdatan�e cs o WON" `
• &his par '(Eow So o wry
Axpm VO4 p ro-long MrA T1a I*mlhmn &Avwww s; via AWAUA w" a AaWOKArAmt k WPP of Isim pof mak SM VAIN untrw Vd%
Rare= DAM-w
b�y t�� �y •
. A k �n '�'�p , qJ.t f�Q '
•� u� a
.4.�f7�
r
•��j�y
A y
A w
�y�y, 3 ip va hotaDed bft 11he W"d test bu* using "D (10) (08 x •2" *t bM4
12746 pstf btftbr
0.x81" '
OIUW
9lro828.4?
Atfive
i
MFadI
(9}•7.M6
CAw
4
�KaO 4190-e4 jON
s
Le a
(i��4++/0��#)
<
vv
Oak* �: L Q� i i j•-100
A�,IAWRiM�i7► '
"! ��
AA,8��91►'►
(ali7►'} gift
h4.+���W
"lull
• I � 'i VIiR�i/i'3Y1 14i�i�iY omuestaft �
Fk/i♦VH" 6&waafk;� `
°
iiima win<1aMi on -no m. w0".8rw M� 0.9)
Qj
cftan qV/ �.�WiYi� " � � � hwVfi�
•
of
�,-• -�_`,j_
• �11�7J/,7 ► 10�" ��iiiliilitli� �NJY� V li:A� 4r r �H " ".�haMJ. ♦
A• b i1�iM on ( B
1
Prime V1446" srWsa� i
J..Vs �{i o
'
ViU WA0 cm4
`
. �L _
aw& ar of
iI� ��``�� AM MAL
'
IiNN11I V•MV
•�atw `V.V Qmv m
pir"t teal m N $10.%$ zi'"W V
•
K ,
• f
'9V'x"�' w A.86 p '%a ndal
No bogy No boy.
o
Deb" sit we* *vun" !or Lbwatary re3s w& m& comp utd to tog V"hum at at tuna of ft *Va;t 4
•
tasted wrsm moor to 81"'
����� Oma (1J > � s�
of tbLr s wM be rodmd by IfM% tier a puM offal*
�' � � � seciio� of the tert ,
wide by 9W1A* b 0 ovataU. "You
.aaftm load f
(4YMM � roots obtadned anly obr to the Veft= taietad.
2d- 8"bdi ee ►as aaumaav�rad847/d" aidebysx-!i '. lse bap d reswasrra tb aed�b�toaa►
8S psf�r
oar 04io'
Tim ftod =eadng uU was bdmedat a "jamb vft two'(?) aasnnm Tye a vies Yw� v* * sb*6
w psd' waft
o.6Qo`` v x4t1"`
TomGi
and twk% bye in eat tateaior jmb Uwk On ome t look *u 1ccMW at a& esad of to as"
s "Plot" t the tv of each U"*W)wo trra* tuft ware of samw s>cad oaeoa• mw* no ,
w
•
t
•
a va
09*0 sit aoubara wwa f!f tiMwl dOM& �Cti�►
� .
MAU&aoththeil>amilttaaradaa rasm�ebv�eo�sabetariar aaad:us � t�Oico trasm dpb w�iit
pie
be* Udftg aada•�
oVII114P,
PROAMIONAWX MANvc opt srr
• • • N»•wM.«•• ' � ' ' ♦ ,'I • ' ' � •• hwi.r�' ♦ • wI •• • •
• �a/.�u/tit u�:tn s,►,c..sur ��� uvt�► r•t�• �►!�ltw►�.eW
♦ »w• ♦
^.WNNO+IM.«ws••,w..•� «.� �.•
,.N,
A•4•.../.�I •M�wr.•1�•••�'►♦�w.,♦ Iwwaw•1.••�..41•MIM,�S.••ww.wwr+.•w•.r,w�••Hi•.w ♦.w.wn•••r.r•rv. • ♦ • • • • •
...�....« 1—_..�.w..,.�,......,. '
t1`1 tux a13 v�7�t i•'IrA♦ kX'1'!ttllliiits
hk.�/gle,
-
SINGLE
HUNG
WINDOW
' I
!
Q AtITY WiNbOWS 41Y'F&**1*A CXTjt#*g%=
• , •
-
-�. FLON DA EXTRUDERS I�fVATIOMA(, JMC. r ' . FLOW FkAME commoorr�r 5#ZES�•,,,,.:
MI1.ESTONE,9000 SERIES SlilQ!»E HUNG R86 /1 K
AMTMAWYMS CHMT1N Oi tN08.
NM-210.18�,7 FM TM Sty3r :X 03Ql
F
PAE98tmE. +$1L*ft p pd QLAZO : 00 -A AM
WAM TESL PWXSUFM %M POF Q.OW Slit ), FANFt?ft N4 NONE
i3♦!i P$F (Hall CONFtOtlAAi' it In
>
10.125"47.000
WVWNDMVVIDTR-
v
26.000
$47.02
219.00
ji
18M.
f 49,64'
30,375
311 ♦43
Vs."
141 M
t100.31
44♦000
311-43
107♦02
132.7S,
••
- 9947
MWIS
311.43
16ZW
'120.10
9Z43
59.E
'
311.43
132.21
1a2;lSS
w
88.83
63.0ao '
$1♦1.43
142't
12f4a
esc�e
E 1B,
ffl L I
...
.. ♦ IA Itil 7Z �' .
.•Em`
.. .
SINGLE HUNG ' FLANGE
•
• , • 13 IN3 ?3 33 go. `
. :...A.HEAD DETAIL .;°. ... .;
..
( 1 , • i ,
•♦♦
••♦ 14 His 34 34
pox
• , i ' •p•Mob
s 346 •�•
'
0♦
• M
• I
,
�� >urs�nr • ■
a
'• ;;, ,. :>INVLL HUNG FLANGE _
J.IL
Js DETAIL
:AIM
7
♦•♦ w
. • . 1!f /iti Z6 3S The test spec4 • wale A t to *
`♦` test buck us ingr 1�) !!3', ( ) Lets►
• saxewa loca►ued at Aoca 1d)t lishe�wri
T1E RQJ�01Y1M00CA188ewtiDMTLtAt/CSi�VklT�t�l4iF/1YOV$sTlliyiO;�itATpiK/M�IEYY/lT►i '` ♦ifs► ' ! {, ' Z)Mfto .�cCQ.t.S04N tl !AA
j
tJAAtTi�'tYoNlk iv,Nb►1oi•�.`r , 1 .:': t.I•'l•'rf�"f-'^ S • 1 iQ�L z ,a
x
rs�sv�uc,uarr�cotct.ou►oa,o►►wtr;ac,sYw�t��sf'7� r+1I'3 f / flea•"
...
WA"M MIMM RG"W409 or •sux CW OMM LOM CA" tW sooctslsa area wafrwt po'"00AAHM UANA 04" • s
•,, W /}t!i rs ;tlt MS',iRO—BADE Oil1'7C Q
sTATMet LOMMArovs• k I n UIRED
»aw�rr :!6; SINGLE HUNG FLANGE ,
1 .
... S DETAIL
,AM, a
*x.aoraor�:oas: e�Axaoa►- SC IC4 1`•"
JOB NO.$ rT!!T
jN&
SHEET
r
I • —. ,4WrgWy h*Ms , maser fsM tap of peat Ot tip to #ntei.JW OM OPEN NO -r' C0>l�•au7C: C• 11 Off' .
�» Manuf K ,� isact� on a• b�l.d ) X 2 boat ► � r � ,3w:.�
•- NA1 0 & 7' M ON k sta gwt v TSST •DATE t � ��'
t "'�► "WOW � e •sata�► Coda '�
esr...........
' ' ' «» • ....,«.».. • ... L• .,,•wru. «« .... • w.•..u♦ .•.•.,.o,• ..'w..«» w.....w •... .•• .•w.. .»•»»,...«. ..•.M.•,..wu..,.w» .. ..,.w,u•.... ». ».w»•«.•. ...,••.. ...... • • ` .. .,.. ..... .. u.w«..••.«..,•... ' .,. w .w. • • • ' ' . • r • , ' ' ' •' •• ` • , . . ` . .
• V J / .►V! Y `.,., V V . •t. V "A, 'a V / V M V V V ♦ M t 4N►. M!iwa�VdI.M1�J , <tq3 V V VI V.f V • ....•. .. .....wu« .... «.....w ... ... « w • ...».» .... .. .. ... .. ..» ..✓ YW . ♦ .•++.w....•-+.a.•..rr...w..w•,y.•-y...•.«»n......' r.»•+••..r�.•......-...,...,.w..r.r......�.w..•... m.,."....�..•.•,+«.«..w..n..".»..w..w.....».»w... ww•u..n.....•.•, ' ..• , . .. • ,
. • • ••• ww .... ,av .tV . , 1 M..• J•Is►AIWLlJI�V 1� ViV/ V♦lV . .
Th
{...•• NCtx01►1• 7 i� t3��dt �I,�VAt1D • 1tUC1'N B•ORt.At�OQ. FWiiit3A 3283T • " � w sass ra#rar AMC*•.;� N�Y.�iO-1a6f�-# , • 0ms Iat�r�ioa� .�iaworpa�ea4ed . -��' "
C 24 INS FAX 40
sm One a) onr x r a we* ma wa umw at
• r made ata:ddi" ad of** � Avrat Qw (Q ww hole 8110'x 1.mir t 10. x 210-10" fa w# v4v*said
n : A:umiaYaa. and. wiamt humt eaw . ^ ..
OAP Not 16-186 'mac t�ri A� the pertQY�oan�e laY'el Q rhs ANSMAMA,101.8$
UNPOW DA, It 08 �96 A4 a
i'ICON 11&M An ,
✓ 1* ww daaftwad "* wm bi laabu tWxy s"emputd to &* W Vsaw= at the
ssoxae�e Ch aaaeorb etoth with a "0 of A awpy *t the repart alcg With udio of the tact sp w01
? h4ow vi"i ' is s+s erel by NCI'L for a ri of four (� 3reaxa. Tine xesmim v0ply only to the
.�
a
pi
,tY
,r • wit ofil7l•wW '
aa+ei/s�r ,
fWSW
1
cif
p
KAUO1+1!! 0 tIC�YG4
•
! .�.4►6.i
�•
•
%W
gQ8
2Qft
11ot36a !► bw!e low nohow
LAA Aativtr fted
SHd1 ft A mWum Arians Wivat°w Moo XO) WI-M. Oksip ftoftm W Wbdedw & lawrWo
4'
"WMbtit.101. W #Vohmttwy fit Poor l� a int+tat and Fob►
,
Q►6? �iii,
cow"
r
YaA►N�3
idyl WO Prima Wht said Doors."
0.
0 8?
.
. ..
All
Water Rubtimm • (5.0 GP +M
'At �te�t,a
''
, �°
P
as Ir with by W hO amaL It* pstnel rAwlde bjr WNW It L
WA
o find Zits w" &ma to the himmembam pmvWing u um of 3l.I ' wide by 67-IC
22.6pef
a019
0.2or
m $me
• b pram and mh membeo were jwt the rwhy broken.• Ope to* was
Q015
0mr
iaaatadat d-U f each sadtd a list �a Th* we" "Imudedauto cw
mum1
etctaarior UNNAU8 aC 1wk poem. A rt ftd viayt carp was hat"adt wau two 0 sews at s"
" .$.��.�Dooklibruft
" odd of the w6vo pool t* tot -tote meW AdWphs& btweia Cwas tmtQ atemb end ef&9
��►
u 0ve paaat bat lm mill, 11to (mmo %wi s of daubto wrow w4wd amnor tttamwaUwL 1% fisod
ToA 1wi
73% (0•
-C low.
"nets wft* 0fdouuble #Crow tratateixuttib►at♦ `the 40904 snots wmce of6ublo smw
BLtot!a PAN VM
6A% (0.
. 41
Mad MAW a tatxuadm U6fixed m Stiles was fbAfted is the had stud vM at yda"aa
imb She ov
m, aftr)
•e 1
,
WVr fi*m each Jsmb with taw (2) sartww.
xfitin$
a IVA
�11AUM The frame was meat nted 100 the Wood tt+at brto)c WAs (10) 08 x 27 49
'y'�.$
'� Water • (�.®Q !I�
'
to
bead '
:'
'a 9.9bpaYf
ll�. ttxir
No Battry
both salve mad f ixga waft jat dit 8
Unifim Lmd ftuatuat
it do c mumuded
*ith an adhadvo Wime and a owp4a rVd vinyl hsad,
0t2t r
.
17&0 i
0.184
'ice Single ships of amter& wea p (0.w at tha top
rails. bodom as and oa a awe 8ia� ad (0.1W bi8b)
(; : • won ie"ted at each jamb Styw and anti!
• ...•r.,. Mnr.,«/•• • • ••
• .t•, aV. J♦ v,..•►a. tld • •V+ V♦►V vV. ♦ ♦Mt.♦ M♦1.,1V✓MNO♦I VJ•W V V
"4t ••
♦• «•\•�w.••r.W,\•w`•wwwWn•. i"/I••E,tOI•o.•w6••••»vro•«•r
r.
' ' .:y;: : $I'i�i '1 U8; 20
'
- •
r.rL«••♦ JWnr«A1,A••Y 71•rW.wvM:•'• ..wr.,1\bQIY14,•. LJ.i.♦..»,+•,rw•w>•,w•• • •••... ,•xw,M•• • .• •»wM
. ...•, «».... .. •,•,.+w«..,w«...••..•.,.»»,.»,w»..w.,w»«•.a•,..,, „ '
"" ♦ r "" �,
4e VV. �.►6 NVe VLV V e •a 1 '•'
-NI ♦VJ V Mel. MAbaWYMl/ yyVdJ/ V.t•v d
•
AM 407 444 Ob $ 4 ' f,1 A: tAAKUI"b
3te1 �s e:i u� �
,
•
-
.• obi••,
,'
SERIES 1000
•
• �j•�'•*aro'�•4•'•'•:7 it''
(Yi :.�s :' f,;.or .� • :
•• -
fL0Zt40jMJft
,
HORtIZONTAL ROUIR WINDOW
•
,
. :•i.
_•
0 AttYY W441DOWS r&*41DA
r r• , ' :'%`
,•
�.►
Sv Ifty4vot4s FLANGEp1EMODULAR ,
ff
..Il^V.RW 24r 40'
�
�
=LI
.
Fitt.. •.. .•r:ww.+T.«ww.w,r...wo .rr.wrW.ew+e.ev✓e+
��3�: t'��,.•�.
ww
ftftsum
• • M
t
• . I
• •
♦�• t • •fay •�• "••,••
,M: ♦,/
'S
i _��!
:.
,
a��,1 j
.�'d : iK t: •fry
•
Asti• `'t'✓`, Lta��.✓+''S r:
-
1 •• �s;i.• a }.A•
�
•
t••
� ,An .i.' .
♦
,< y, „_ � ti.+'•' a lea'. •. it •
'tS; :�• 1•.
'
t
•i:.:� Sat .''
'�0!:
t
••
,$n•i,� d :•;%� •••••fit; t.,t: t
•
it
72
.
a i d t
'
�,c.:
'
The trQs
i. x �,a+c0at a�a auuia» L i 3-0 the y�
•' f�ta r . • .�
toot: buck using
screws
• ,
located at location shownSal
•,'i;t�'�:,N•i .1 >•
'
•
sib, 'y
r
JL ti :.7 :.t. 41j�ttu
•
.• ai_ tJi� =.. t,~riiw �y/�q
�• �a(�1� .r..t.wv�S��II■"'....�1�
;y�'t
�,'f'.•. Sl�,'�tJ• tf•''��'}. vs.
NO•
JOB
r .�, ,: :•,K
1�ovJ17rsl�►�.b = _ �'+
lidamm
�+t. s °'�ntgo •;;wi:w:
j�
i
® ■
� w
ON
mi
HAI M
'' �`sJ9ir4R16i �Ii�H�tfr/�It
, ."„�'• [� �' .: , `�; ,, ::'" ♦ (IDZVOW Yddow 4) Life Sdotf COdai.
rY r� l
d+.«ti tg ►Ji6,c�i +•,•t;.''' «' s♦. »: a"'.• is '° t', �� i {
' , _ � , ,�'i• 'f•S' � ,^ �. �i.. ,j •; . ✓t•: In• �; •t.! ,'•s. •,•w:, •,:..,+,, :,'• ,�•,J,'.' J'•,it .. S.. • • .i
' • j n•'r'r�• � 'Y(t .�,;'t•: tjt t t•.: CO:�,:'�..;t`� •',, off' > i•i'.1. �:•' � '',' • ••',•• ••' •� • �
• • 1 '• >•t a�Fa• ,t, �� . 0. •� « •s •. t•.D •:yD .,L' �• 3 `• ' J�+, t•i =••t •'` , .a 'r.'ti a , ' . HR '.•,I�. '
• f `�� ' t;,•v., s i,��'cj�,°r�`.♦(,�,{"•: ; : ff3:; ,•t ; .• •:1.� •: t : i,. •f :.» 1s.. • : • t'.• .. (/.��/ r�
' ' , {.v�•,• ..R: t.•s • » 4 1ti`•'.eYsw • .. �.t • .. .ti"♦ • .•. .,3t .: ♦• ..3.✓:lp• •. : � ,. > ... a .,« ., a. a • .. a . • .. . ' at.. ..
AA
to
;n ■� aiw� !aE>acrrar �w�•i.m�; waR;aia/ :Ns�,awer; ;�ntw'm� �
�� ■� �w/Rll': i�/!N/ ■aa�s�m:. ■Ma�M�l :�wM�Nl��i :�A11 �M�'
=; :w ■ ?�■ ae: iia�tm�r�i Idew'er�e, tte!np�a ��/�!��lX' ;�Ar'M1i�rlj
a 0i 1= Irti{ �NI:I 1' D�a>r;[ l' ;��/;[ ll Illlllllfi ■
-. !■ �; �aa a� ��:r �r �/��r �' ,satwr � ;�seN;r -� ��%as�er�• -�
• . � �a � �we;N � ,m,�a1 1wt,���� 4nn0;e,�.� :�mN�(�..�a� ;����ta�!
t C7.
8 ■ illt-ll. �NNilN! :M!!.�■; ■//!�M�, ,NON i!■N"; ��■,MM��
ISMy , .
t
�,� ! I�■,(a! Nip
" a ■. ;ee,a�. !��.4/! :rr,rrw: :nrn,naa: ■mm.rtr�: '�mM,�ax�,
:, �■ ■ �iM 0i' ?�N!%�j ,saw M�i ��S��i/ 'fy�rll�■/� .���`/�a>rtf
i
�r
L
' •• • • • • • • ` •• ' .. • • •• • • . • • .• • . •. • •' • .. • • •• ../. • • • . . .• • w.... •..••• .•....r, ..•i•...W,r.• ......uw.rr.• •w••. w w .wu .✓. .• • . . .. «...•.•••• _... ..w r...r .rr ,••.._.•.n•.vw. y. ...«.. • • . • ...www....r•••...........x.wwrww+✓.••w+r..tir••...v.�r..nw•....•r+.ww•. • • • •W. •• • • • • ' • • • •• • , , ' ,. •• • • • • • • . I •} .• . I • ' • •• ..
• i V • b ♦ • �""�'•.« .+.♦r.wnu+r.+._r.rrr+..r.�. v_wM....I•wuu•w••av+AMwM.rAVM+M••r•.rvNw.rrwwvM.w+•xbnuM«Nw.n•nau.w.wu•.wn-r•.M•••...wwrwur+,w:rn/..vw•••
. V / A V . V ♦ V v . Y v r,�, • 1 &"I, • L.►J1�1iYvr►1y I i1 V i I V L V ♦ • " • y,► r ♦ . • w • ♦ .v........ u.. ' '
,,, .►. VV..} "A, yV. 0"0 V4.4 ace►• L•AAWWW"4
*r'.,
XATIOMAL CERrIFIED TESTING LABdRdORIES
+ i4b 0610113I0t1 &AAO • SM 8.ORtAW*. KO WA 3 J' ►orrida Yg►, rT�y0. 68t'Ll .
C�
� PI0f6 OM 240••135l� FAX t'� � .•r .. ..
Deng Teat
be". std" of p*p" (Q.gStO"' wriei+e located at 4" imudocar so** DO"T4ft,4cdvre Panel t
of ; ► t zit* (0.01 a JOS
*ox* Ioeaiad at each bottom rafl♦' Daalbue > s af-* dip 0204" %1$%) was 8ottoan Rail t! } i t0• l."} 44
< 2001%
J 'OR.T NO$ NCTi.-?)111-Yam. 0) Iooated st each pmaei rail. A deed Jamb S�tBe OW) S (O. 1 ") 10096
a�pp " �g I.-Y/2 x X, XW �h w" Iftd".at the sW
.' ZIA' OS-28�4 under each i�aterlocic �a€is♦ . ; Atftg Mo t'70#)9'o (0.OX8") < 1009G
El =N "V& 0848-N 0�ae gat A& vr+tap meo�ta 2-" x hsg t waa,ioosisd:t eaelt and of a sill v�rtiaai :olis " C' Act�v�'Panel
• Top It tom) . ' 4.0% (coin) . < MSPAR
Boas Ztail. c
aiunaiuwa. J*M& SdIe �71.M s (0") < 10096 t.
• .. • ��; Floar�ida E�cf�+ad� 1inl�or�aation►ul ��ar►isd � Ddeatiag Sails (4701" 2.796 (0,o17") < 30490 • •
Z 0 Je tt l ane A saialhjolat saslaut w n sppW to ihs$ de b/Adl canem.
Sanfado PL golll wo Two (2) s rneeuu ngh*w1&4br iouxArhigh aad 4a' ae x 7 -x/40b .
wsiw $fie rw tlP '
Fi�rlida 4evtde hitaurn�►tdoz�l °sl odel'�180 � t of coped or�rlsp a onW TOP � used two (1 coma. Bottom rOdil sdl* 8.8 • -
Dw. (T"e XXO) (SGD430) olra ►xs added a single s+n+e�w►. The loft w r4n' employed a paid► type'look with the keeper atwhea to. ' sx ?A Imo' . riQ Nutty No
sue• Tl r getl�eeII 8 p Q t) @'YSOik' 1!i►A810 8� aft
EGII GATX Ns ANtWAA]" 101A %olun4iy o c for Aluminam and Poly W ° each battamn rail. j 8.4�f, Uni6Oxut Low awntys
r blorido) 0?V'CI Prime V in6ws #ud $13ding Qaas ", 45.0 pafF wt%r 0.8�" 0Aw 6
. � � � �� eat •
The sample tested wras u, tlm PaW type'=O" alanal an AMIoc guest door meaetw3ng �A,A►M/L Ah' UW COM PLASM& 0 4 \
1510" w by 8'O,Sl4" overall. The l ae►a end « 1li
the,mnfnr saEiv+a penal ii'0•• rnrids by?'X -7V b"Q- "rvi s by 9''lt• l4 W& i Ate O. 91 + " rrtih s�atd wi Ovt 3cnreest sarrean,
high; wan edM10vfde
by 7'11-114" b19L e•"d Peel mqnbmrs were ltot thftmallY bwkstL The 11e p ud was nihna to 6 USX, 0 vft Poroe Tbs
mete iha
jamb with theme 2" long slumiuum reftin"s wh Famed to the jmb th sidle w a sW& mew. One
Aativt Panels performeAce aite:ia laved of E+QD•tJBQ oftlt+t ANWAAMA =43
alums retdibg aide messuvwc 1" x 1" x 314" x 811,G' tuck ww fttwkd at east double
section with a single straw into, the sill♦ On* v1ub&r-tgpe iftu ILA wan hooned to the left a lac 1a � n 8� � wear+a �►'�table for Iaboxato�r reairds and Ys the � at iitae of ibis
stile wdth the ► Aeolgr ufih£s along wltlt regwe actions of il�e t s7�willl �eetalaedby1�t!'I'L
keepex masioosd to the leftiamb. One a metall six�18 rollwr wras aL ereoeia tar a pe,od of fosar t4j years. The obisinal only to the lambed.
end ottbe ad ve bottom rails. This game wu of doutble samw eloped coma aWgcstetion. top "ilfitile . 2•l►,2 Air haflitrdtlon
corners of double screw overlapping cpped comer combat mi.. Panel boh mop xuiMM* oo mw. of ,0.57 p"o.+px
• �8 o�rex•Ia►pgin8 corner aon�uetioa. The liraaoxe r+ve3 snQvnfad to � ta�tbccokusit�ga 1.87 Pt(� 0.18 - . • :• • • "•�
(82) 08 x 10) flat head sdi*wrs. OM CPWAIT XMWMD TFIS'Pi e
' . • " • ?..l♦.3 o Water Reddoaft - 5.0
. �All WTP M. 3.00 p t M 8tniry ' r%
pt�etawo�elgle�ad�tshag8ll�`tlwckt�gtoy�rsdcle�rg�arsatltrigd�dn,g
a• so.0 pstLa►te�oar . 0Aw n� j `l �`
• PflOf�S1DAlALSlN tilFBClt'IVCFNF!'i�1rlN8 .., .. .
• ,. . ' . .♦ .... L..+..•.r,..w.w...•....u.•.wv..wr..i.......+•....•....•.............+..u4'..•_.r•r.. .t«w..... .tt...R» •� .«tw.'f w....•n.ew..... .......r.... n...r,.w,,.«. .. .. «... 1.... I •
Ad.••�'AROOW Ct7ptP. .. 3A8 262 69' �s: w. sv. e►vV . Y♦ y ► dv. ♦, aW V o e� - — - -. .. w - »_ ._. ,...•., . d .... ._w.•�. ..,... ., �..,. M«w. ;
'� 4J VN•y jL.t1: l:,Aa Y/l'.a�J +i6i .� IV..,.,......•.,..........,..,....»..,.....,.«.•..w,.........._.«•............
TA AdWN1bL
SER .1000
PLORIDA ' EXTRUDERS INT. • 3.r••22-9$ '
SI.Il' WO OLAW DOOR M01ML SL[DING G!�ASS . ®00R TYPICAL BLOCK
' C'A2►+g'ARA'1'i1►�A1+TAt'Y3xSC A[i3' t uYy. wtsoows :r pt.oRsvA 9xrsvoEKLLATION
t _ "~ '' WINDOW TS' `A
4 A
`• AAUDOXNCTL--210�-160-�13 (Y.4'AX►�t} ' � � � �i""� ��.iQ���tr � 1: •
A. 1 X 2 BEVELED BUCKSTRIPS S14ALL BE•PLACED,APPROXIMATELY 31/4"
FROM OUTSIDE OF WALL OR 13'Y POLLOW1 Mn LIP OF SILL, °
TBsrB�B>es ]84" x9d-•3W' (M)' �ST'LOABSn ��,514 �Mi,41'bT J' .
+
- --�•.► 4'9 4/4'
6/ 314-
73 '3/4-
97 3/4 121 3/4'
WAMMV it►1RA7T X 8M-
3Ti4T�ibA�tlySlGLs�.SAP�(t�C'lI.-?iL0•Zeid�t--1)
•
{{{
�
�
♦
. • • •``yy--..,•.��//��•••{� llw.••. •.-�/sue• /!
�.•�T•Al.►..M�11�1}•.••.1.+•�/�.1.♦A�•I
... •� .y./•. •••*�• ..•
Pam.•♦•♦�{�► ♦♦•♦
•
••• T �z rY.W�"�
I
•
• •
i.•
�•
4r
• ••Yd.
7r
w far
PAWORGING : NONE .
,
:.
AL--FAR000 00pp• .
1238 S.W. $-Ah Avg.
MIRK FL 38174
M-204- 8100
B♦ BUCKSTRIPS SHALL BE SECURED TO MASONRY WALL USUP COIL NAILS
LEAST 131$" IN LENGTH AND SHALL HAVE A MINYI4RJM SPACING OF 16t1.'
C: INSIDE FLANOE OF WINDOWS •SHALT, HAVE A CONTINUOUS BEAD OF
CAULK AROUND PERIMETER OF WINDOW. `
D. ' 'WINDOW SMALL BE PLUMB AND SQUARE IN OPENING WITH MINOR
ADJ'USTMM MADE TO COMPENSATE FOR REVEAL.
E. WINDOWS SHALL BE FASTENED TO EUCKST UPS USING # 8 X d"
SCREWS, rILuw IN ALL PRE DRILLED HOLES MADE BY WINDOW ,
MANUFACTURE:
F. ALL WINDOWS SHALL 14A'VE A CONTINUOUS BEAD OF CAULK APPLIED TO .. :
'I'BE EXTERIOR PI✓RII WER OF OPSNING.
SUDIN'G GLASS DOOR IN,$TrA.LLATION '
A.' I X S BMLED BUCKSTRIPS SMALL SE, FASTENED TO BLOCK WALL
USM0 TWO COIL NAILS AT LEAST 1318" IN LEND TT AND -SHALL HAVE A
MINIMUM SPACING Or' AT. LEAST 16".
A. WHEN APPLICABLE SHIMS SHALL 13B USED ON SIDES AND 1.1BADER,
$ET WEF.i� THE FRAME AND BUCKSTRIP AT EACH OF TIC PRE DRXLED
HOLES. •
C. FRAMES' SMALL BE FASTENED TO 133UCKSTRIP USING #8'X 1 1/4"
SCREWS AT EACH PRE DRILLED HOLE.
D. ALL SLIDING GLASS DOORS SHALL, BE BEDDED IN SAND MIX ( MUDDED
• IN) UNLESS PRECAST SILL. IS USED WHERE SILLS MAY 8E•CAUIrKED
E. ALL- PRE DRILLED HOLES IN SOD 130TTOM SI'LL'SHALL BE SECURED TO TIC
SLAB USING (3/16 X 1 1/4) TAPCONS. .
t .... 1000 xxxx 12M xxxx 1 )aced D.R. I•{ORTOW INC.
.» A o t opu�ttgt *now tot' 3 t P/r at both I mee *nbs aad ftwiul head.
tia��ttaAbursr �aotnrtartafs Calton oa a bt W 1 X 6 �c aiciF ear `'" 6250 HAZELTINE NATIONAL DRIVE
r I avow
tar 4rYwnil to. lxdk bo>ttt treernbolartos and ttaene head. Y : SUITE 102 ,
Mevs the Ire tila t�s»s jwrtbs what rsvasT4 the harts o{ the dear .. a QRiAtVOQ, FL, 32$�2
i
& wrrto i..��•
rttR irllrl 11 �rrt ti�/iti! ■>IrirliirM
rttt irllr! rr�lt�i #rf�w>c'M ■IwMif1IMM
uel It11[F rrrr�� /�■istft ■�rriMrtrk
ryrl 111ru rrrrtr rilriwM ire■rwrr
r�sr �:gyres rrrra: rww�ir■ ■rria�■�
h.: am
am • 1
r�l ice• � .,:
r�te�r�tlrlrll rrrrleldilll�i♦! �s<e+rrrirrre■
riK�r��rarlw3 r1,r��rl�wrrR t��retratrts+rw■
■�iilwrlrfN>I /■��lAtfrlrl■ �1f1Ii11rifA1lrl
�rloaasxlwY ■�Ix�trN>Rrtd■ N:etr�txNrr,■#If
rtlrMw�rrr srrr►reri�r�■ rrasrrrMrrNi■
t�
terre}setirre r�IMrrrrr:E�r rwxrf>1VaeKecww,■
on ow Ilebw ow IBM Mo.
lttrttrrrtl srrr�rrtrt�r ■isil�r�r>lx��rl
trlrr►lrt.111 Iit-fir ri:lslrl�f�IXMNEM
Irrlr:rltryt r#rrrtrtrxrr r■wiii�irlr�■
lellellei.Me! ■lMaae[Rr�rr ■r.1.MMr!■.■wrlrl.
,,.. ♦ .12M u.,.• .. • �,.
i
NrrrwNalrR ■�iMwMw�"M rRrr�,err<rrrlrt
i�Miiirlrlr wirr>fwrlilrww riafr�rtlrrrrl■
■MMirir(M1rfl MwrlirilirlMM >tr>Lr1�1+rrl�rfrfM
rrtr�+ris�swr ■rrrtr�rlrrrrti r�rr>lllarriira
rlrr>r�tiwr rew�rre�rrrEwi wrr■r�irweeulr
9r.y�A�
irrllttrlrll trrttirr�r�i rsr�■w*rClliii�
utllii11111 rri�tifrrM�!! ltw�wwrt:iit+i■
nll�irll�ll rrr•trrrrrrre ■tit:wrfiw,ielllti+r
. r r ririrtr w•.e ■
=I
0
DATE::: illlt/9S
/ 81-MET
E3 5
♦ • , ' -
Ix
TM•
}: R �A FINy .++ Rev
—,k if
0 ALtTY WtADOWS 13Y FLORi DA EXTRUDLRS � �
FL rRUt) Q AL1TY WINDOWS BY FLORI.DA EX'fRUDHRS R K x
QUUALITY WINDOW BY ttC13 S 0 A Ex t:RS9f
- S R ES 1 �1a0 DER#ES » L*
SERIES 1 GAG � • i
HORIZONTAL ROLLER W I N DOW All, .11, � xx��
HUNG W#N041 SLIDING GLAaS 000RSINGLE N
• RATED' 030 30 'PSF DESIGN PRESSURE} WITH" APPROVED FORCED ENTRY' ^ 1 sz.38 MPH; 239 GREATER � a�
�� C • RATED. AT R45 (45 PSF DESIGN PRESSURE :g
• RATED. AT R45 (45 PSF, DESIGN PRESSURE • =� 152.38 MPH; 23X GREATER . •♦ 4 3/4 FRAME DEPTH ON 2 TRACK DOORS „
„ •, C DOORS 6 13 / 6" FOl 4 TRACK DOORS THAN 30" RATED. WINDOWS}
• THAN 30 RATED• 01NDOWS) STANDARD �VV1TH DOUBLE SWEEP LOOKS ♦ 6 S/1 FRAME DEPTH FOR 3 TRACK l ♦ AVAILABLE IN R55 (55 PSF DESIGN PRESSURE = 179..52 MPH) R
• AVAILABLE IN R55' (55 PSF, ,•DESIGN PRESSURE � 179.52 MPH); STANDARD • UNIQUE '1�2" FRONT FLANGE FRAME DESIGN WITH. SNAP --OFF FLANGE FEATURE �
WITH DOUBLE SNAP LOOKS A7 SILL FOR IMPROVED INSTALLATION IN BOTH MASONRY AND. FRAME `CONSTRUCTION • Itd'I'ERIOR GLAZED FOR INCREASED PERFORMANCE• NO TENDENCY FOR BEAD'
COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS
.PROBLEMS MM .. ,. � . •
o INTERIOR GLAZED FOR INCREASED PERFORMANCE; No TENDENCY FOR BEAD • AVAILABLE IN 2, 3 AND 4 TRACKS AS 'WELL . AS POEKET UNITS DEPTH 1 ? 8" • Ile' FRONT FLANGE FOR MASONRY CONSTRUCTION -
FRAME
F`++® 5TR NGTM AND +► FRAME / > / �,; r: , ;
PROBLEMS COMMONLY ASSOCIATE® WITH EXTERIOR GLAZED WINDOWS ♦ PANELS , HAVE UNIQUE DEEP DOUBLE-INTERLOCKS1 8" INTEGRAL NAiLiNG FINS WITH 3/4" SETBACK SON FRAME CONSTRUCTION rf: f-� s�1 > 2
• FRAME DEPTH 1 '7 8'•; 1 2" • FRONT FLANGE FOR MASONRY CONSTRUCTION; REVERSIOILITY; 'DESIGN: REQUIRES NO - NOTCHING / +�,i,
„ / ,► • FULLY INTERLOCKING FIXED RAIL AND MEETING RAIL ARE HOLLOW AND HAVE , . �� ...�,,.`�� ,zq ,�� '
'1 1/S INTEGRAL NAILING , FINS WITH 3/A SETBACK ON FRAME, CONSTRUCTION • A HIGH GRADE BOX .SCREEN WITH STEEL ROLLERS AND DIE CAST RECESSED g II
S �'. x K
g DOUBLE. SCREW BOSSES FOR REDUCED TWIST ,AND MAXIMUM STRENGTH .,•..:::�� u
;. �• o FULLY INTERLOCKING FIXED RAIL AND MEETING RAIL ARE HOLLOW AND HAVE : LOCKSET . IS A STANDARD FEATURE g ••'' Rat
• VEO AQHEStON OF RAILSTO, THE GLASS• MEETING RAIL IS CENTERED, NOT OFFSET, DUE T,0 SAME SIZE JAMBa
DOUBLE- SCREW BOSSES FOR REDUCED -TWIST AND MAXIMUM STRENGTH DEEPER GLASS POCKETS FOR IMPROVED
t SILL WHICH RESULTS IN SUPERIOR APPEARANCE .4 0 Rio
♦ DOUBLE LIFT RAiL STANDARD iN. ALL PRODUCTS FOR • EASE OF OPERATION • 1 11t EXTERIOR SILL IS STANDARD, OPTIONS ARE INTERIOR FLUSH! OF OPERA "' a
: • DOUBLE PULL RAIL. STANDARD IN ALL PRODUCTS 'FOR EASE ,4
AND UNIFORM APPEARANCE (2 AND 3 TRACK ONLY), 2 5/�' AND 4 5/e' ADD ON" .RISERS
I
AND UNIFORM APPEARANCE
• ® DOUBLE SWEEP •LOCKS STANDARD ' . � ®. RECESSED DIE CAST. LOCKING HARDWARE • •. DOUBLE SWEEP LOCKS STANDARD' � �' �''' �t
V FOR STANDARD :igREMOVABLE SASH WiTH BLOCK AND TACKLE BALANCES ® OPTIONAL WOOD PULL FOR EASE OF OPERATION A AiLABLE iN CU570MlZED HOUSINGpCONTINUOUS INTEGRAL FIN• FOR NO OPENCORNERSHARDWAREREMOVABLE SASH WITH BRASS' ROLLERS STANDARD � OW5 WAfiER T�? FLOW OUT OF •THE •• •� � �•.��� � ���
G STANDARD; OPTIONS ARE 1 G INSULATED, TINTED* AND -LOW `E � ® 3/1 C" TEMPERED GLASS STANDARD; OPTIONS ARE S/tr INSULATED* TINTED, • UNIQUE TANK . 7YPl:' WEEP SYSTt:M ALL '� o o �� �
• DSB LASS / •� e �
SILL WITHOUT BUILDING UI' IN THE TRACK• ' m xlip
(INSULATED ONLY) AND LOW E (INSULATED' ONLY) �•
' NA CONTOURED' MUNTINS • ..CONTINUOUS INTEGRAL. FIN FOR NO OPEN CORNERS.
• DOUBLE • APPLIED, UV PROTECTED RIGID PVC MUNTIN • INSULATED DOORS AVAILABLE WITH INTERNAL 16 INSULATED TINTED,, AND LOW E
I ♦ DSB GLASS STANDARD; OPTIONS ARE 3J ,.pin
• INSULATED WINDOWS AVAILABLE WITH INTERNAL CONTOURED MUNTINS • AVAILABLE TO BE MANUFACTURED IN CUSTOM SIZES AND COUNTER TOP UNITS (INSULATED � � �" � 't •
(INS D o
• ALSO AVAILABLE IN -RADIUS HEAD AND PASS—THRU CONFIGURATIONS • FIXED IaANELS INCLUDE SINGLE ROLLERS ALLOWING `f OR PANEI. ADJUSTMENT pI„IEO UV PROTECTED RIGID PVC .MUNTIN �, ''
iN BAD AND -GLASS -SIZES AT THE ' JOB SITE _ • DOUBLE AP , . w A �• 5i
• MAKES USE OF 2000 . WEATHERSTRIPPING, GLAZING E
• INSULATED WINDOWS AVAILABLE,WITH INTERNAL. CONTOURED MUNTiNS �
TO ELIMINATE. DUPLICATE INVENTORY • OPTIONAL MORTISE AND. SECONDARY LOOKS FOR ENHANCED SECURITY ATE •» � R
s o MAKES USE OF 2000 WEATHERSTRIPPING AND GLAZING BEAD TO ELIMIN
• ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPED TO ;ASSURE ® AVAILABLE WITH A STAINLESS STEEL OPTION. F
MAXIMUM PROTECTION.• AND TO' MAINTAIN THE FACTORY FlNI IW ALL THE WAY ALL PANELS COMPLETELY PLASTIC STRETCH WRAPPED TO AZURE MAXIMUM DUPLICATE INVENTORY WRAPPED
0 ASSURE '
PROTECTION 'AND TO MAINTAIN THE ,FACTORY FINISH ALL ''N'HE WAY ! ALL PRODUCTS COMPLETELY PLASTIC STRETCHED
TO THE JOB SITE • N
$ : &WIMOM PROTECTION AND TO MAINTAIN THE FACTORY FINISH
' ® DURABLE POWDER COATED FINISH • UNSURPASSED �r TO THE JOB SITE ,.I � w •o � > � •
. •:� � ALL. THE WAY. TO • •THE .Joe SITE
IN APPEARANCE • DURABLE ,POWDER COATED F'1NtSN . UNSURPASSED a a j'
P e a r 1 i DURABLE POWDER COATED FINISH UNSURPASSED y
• e r IN APPEARANCE
t IN APPEARANCE t e
vvw•«...vr.• fanw•..._ ., .....,..,..... , q�•wrrArv..«'-...�:�p —PPMOOR.r.._• .... w .. » .. . , »..... .. 003%009.... 1►
......»..,......».,.�.,.. . ....�. ..r., . Tom,. ..i_,,..........•• .......,.,,........ ,,,.., ,.,w.K .v...•-«..,.�-• all.Tkl'7�'i_•_•'"I'�'ft7 �i`S 318 231 (i4�'�"'
• 77
.,
TM A*UWW
aim
ebis �IIIIi/��i(1 ► »I7A1� A1W +
@ ab a tgIl0Alt � ta�r:+toor/ioao�li .•., ! i iiiM�. taw r' r U. •�� '�►
"QUALITY W1ND0WS BY FLORIDA EX'TRUPER
SERIES
Pt►dOrji Da...L't3Y•40
' ��R�E� � ,��� ••P.O.Fox?6 � r ••t,�m a�nnrt atnSrtN•rm larra�cr�iaa r�Y:rr igC-r ��•r�:•rAT
' I 91113. you .. .. aar»ryt S�eais liapott 13aOc: IZ�i+�b
FIXED L11"E DESIGNERS .�� P.aso>t lspltstlos►1 12I
.,;, 9iI8.3aOon
• P4dlibuot�,lGau� dd?+6l • '
o RATED R5o, C60, C70 (DESIGN PRESSURES OF 50, 60 & . 7"0} P l�,toiot t it 004wa8lmft siagto Staat E vo Door �h Sidctum
INTERIOR SNAP --IN VINYL COLOR MATCHED BEAD CON�iCEALS THE � 0" "u 1wX* O.1i116" U Centf�arr�ttons: t7XU,t7�74XO,yt: •
• UNIQUE INTE ' SW go ftw
INSTALLATION SCREWS : '. c�aydl4aertptiaas:Tbadosklesfoos�asogZsg�r.�aoi7"}>��+crob�ft"• T�a�tea,unt �st� ioakxact-Tina» vewsecoan�r,�s: ox0,ox�xo,X - • , .'
• PERFORMANCE* NO TENDENCY FOR BEAD •� ' �+cp�ct'�oodl.P�aiel.�tut,r�"�°0�°� o�"u°'�dod •
• INTERIOR GLAZED FOR INCREASED PERF•1chos�us»t1dow (at!•3"xds-"�,t�dtm+sooa •�:aaooreou+tasot Zd�.tootr�sceetst�tost�tto�t>Ic�xkl�oiru�tib. Thaatcst
• PROBLEMS COMMONLY ASSOCiA1`ED WITH EXTER!(3R GLAZED 1'A�INDOWS •. . • ' ..Z6�ugast�ettatdmr. . ' • '
ejatraded�. IU ogat 1190 thick ftgxrad glass (tail ��ewbS area ofxl•3!h" x 043/4"), =dwa�s
♦ FRAME DEPTH OF 1 7/V# FRONT • FLANGE TOR MASONRY CONSTRUCTION, 1 1 /d' � coabaabad�h� �.lheel staff.
D�cse�t;t�,c�u,ss�u��rtcrt.raaias�ia�x�,>izsee�acr.��►.
INTEGRAL NAILING FINS WITH ' 3/4" SETBACK FOR FRAME CONSTRUCTION p,�,
„� D�ats> tat fn tlta ICNCIZ 2iai88o-4,s,8 sesios tadatuY>Y� p�
" ' • HoLLOW 'HORIZONTAL MULI FOR' SUPERIOR PERFORMANCE
• GLASS SIGHT LINES • ALIGN WiTH DESIGNERS MULLED ABOVE tORERABLE •UNITS '� Lad 1>sad
W p 202� Inns Y 7.�. pd sow
Ake# 1 Vve(A M9n3 per PA•Z02) vmw pawl
♦ AVAILABLE WITH INSULATED GLASS, WiTH INTERNAL CONTOURED MUNTINS O g ► tl►2tpad 33.opd : +d Waecrastpanaa(perPA*�2)b> go J 3.86psi' 19.1psf
Ualf s Span Ak PfWMr spar • 23a9 of m a PA.2m) a NIO.s psf 6y.4 i 0a�t wfug a ly A,2s 3S.0 paf
LASS STANDARD REFER .TO SIZE CHART); OPTIONS ARE t� a AirPr•:arefio't :2WofSM&PAMM) � lvo,�p�t 61►.�1 U, MWaAkPmm(W a.�a9o�s gcPA•102) Poste 1naopsf 76.op�e .
F Yt SMdvAk (WChW IM of SAW &PA402) NoWW 1140pd 16.0Id �
• • DSB CLEAR G C 36gp8C♦PA•
TEMPERED, INSULATEp, SOLAR COOL, L.OW7E (INSULATED 'ONLY), AND Igtpoat( orpA t11� t l�ot+oea8fty6 ChWM3NC*PA•20Z) Vowed tm
tNES GLASS THICKNESS 3%16'� OR 1/4"}dProaarsifg'A 6� o .
TINTED; SIZE DETERM ( XaM>� P�201) t 76.0panr..-1
Gj�ia�ViudPeLoadtba (PAZ03) Yoaittve 6 0 T6.0 t -l�t
• DOUBLE APPLIED, UV PROTECTED RIt3i0 PVC • MUNTIN , QN SINGLE GLAZED UNITS NMI r4
p�
♦ SAME MUNTIN MATERIAL ON ALL SERIES 1000 PRODUCTS
. Y • t3oerer�estdotbia .. ..�" , - .
• REPLACEMENT GLASS AVAILABLE WITHOUT REQUIRING A TEMPLATE #
1. App�ro ad uoa where rw�d t tt�r not axoasd ike ded� pt•» its6ed , nd i dd to dw r
♦ AVAILABLE 1N VARIOUS CUSTOM SHAPES AND SIZES Spin►rd�taocia(wi�dxowOfIto +tAB.P•8.0•&v�•C• d °° =d*hmIos �' L Appwedtavas•beretW4.Loadsdouot ftdatgapxenareatimHAedatm,4induftbut notllaWtoft
A >Laa�t Aqr a�w Ott%` ► V 0400 C06 (WW 20AW Of 110 UVh oi• <), SYJ34., .S.it M BMWU4 Edition. and wlw* the pre wAm
ri�q�ireasrnce tas3 s1dp!► ASCU 7► �i as eia xMwn s'bove. y�
•" ALL PRODUCTS. COMPLETELY PLASTIC STRETCH WRAPPEQ TO ASSURE MAXIMUM I 2. ,Wlftt r�V d1 � tbYAawAWori 1dploaesip oaWleads dedp�i'&av*ud ttterstr sA
PROTECTION AND TO MAINTAIN THE FACTORY FINISH ALL THE .WAY. TO THE 3. U�e•mttoor> rto*0sraapp�ved 2 ��of1sloofd�ssclaudapplter,d�tlloaloudsar�lb�it�,ac abova.
4. Unhs eapio3ipE ter ppt4 >a s1d t tipptot+adtwdettZflt st 3. Units to or aaaaUer ht adu anapcaved under 111t ucoeana, DATE" 1U11/
JOB SITE 3 Appticr lbr �D .tlaiU ba st�� a sad oaplr ottbk a' 4. Valts a� bawiar VW anal deicer glass ara alnoved undo I Ms ;BC .AI► ►t
trolumlow wheto the axtaad ttaoa 1Mt snb bads' dim o� )" ' anut6a S. Appt R�r 8u petfait s1,�ri be mo "by a scakd copy of ibb apinorral.
POWDER COATED FINISH UNSURPASSED' IN APPEARANCE d' d.. k�enstlsedendtbra�ghthesuNasAtaccTiatlauor>.to•rawl+>hotamaRba
:�:.: ! DURABLE P OE Suwt 71m1w0WAba>tuahtl :i .l•1 '. ti�ta la x Y+ Isa d. �► %/' �1 li]� ' '
7. wdt N P t> �. �'1• �� Tba l yQt aw be sash that a atin.1-1/a engagmant offt vAor h o ti o a ry wall is ftl= . �� t
�� laal drdtwtlte� WWN" '
7, wwo mom1yit� "&am%W dutft of regat�r *wprtitoa "sgstma Nowa*
lear � u E4 5
IfO/V YW � l J: L/ V x d�Yi Z.s1 bbwo 1.1taY9Na117ft`iil un ». «»..,..,., wHr Vyi�irlii% iYA%'49CYy:F" »« CiXY•�O r' _ ""7.'.��"�ii.7Cl.« «... " `p1i Mi�iii%�iC�iPC.»a ».. «...« .r. «... .. , ... ----- _. • ..«.. ...... .....,..•..,.»,+....., ..w...,..,......y-
VW
ills
• /''%k� +�iP�,�/o%�. �j/rc�i�1 Div/1D�L�rsQ ..,...... ..•....,.w„ �, R,.,.,w.......
• • . '►. rw . . IN
Lo
• • ��� r . • .r a+•' y'� Mfrww .YnPPf
K
1t6W.oktt t.tM♦,' _ '""tv
Y. 8ai40' �` _, ✓,tlilg taM .. .Jr •�S1 .;
o P�OMR40T/ l�10ttlo7/''� w o
• '
�rrrar�� s x� B�o�► " �cc,c��� �► • � s y/g•{ �
oil;
, p+n a1n YRIIiAIAI - ■ii • • ' • • i • ' � � Y • �w•
�a "%'dm RepeatDatte; 02.29-47 9I1 ., 4�-0�r►4'X i R t 03.05.97
91 t 3 sc ,• . Aeta. 02�2a*0i �oC 1"1-01 �� an
�gsas 6696x' was 1f67d2 hate: 12 31-01 33
' >e�sl�ttlr�etarroFYlKx'ac • " � � Sro�
o,ru "�z�t�eg�► (p9'oodIe3 1 Door i
, Madet De�adAnt nalacelr;�►►► E1 Da11�ds il>�► i Doos -' ' � ° Diaiei - tS�ta ) C��ibao+in8 tlloxoe Ststl ►17�k2?taeor �► +� .
rtq`� #4
Siaoti 148" w by 8t1-i1Ji1� him t was ins-1�" �aaaby aaIMV hob Male moo ows� t ties» � 4�
tNoa>si 03�L0. 14s-3�"wit by�(t-j ati�h IIaaialaCantt i. 07QG0 .# oil + pip
66
` S3i
ers1 Thy door leal'�ro»adaet of 26 .®i sit Ana Blted 1 far h�f of Zd tOAIT'j b foam. 8oiit z omwpdm 'tU 46w w of Z6 0 8 , 3a 1444
Sen('D T"3 ltt. 'i`!ee waa oftivoo9. 't�topeuadbott�arndaa0er�ia of2+D Door -
daaba ( i a Slta1 wl� rtigid t'oaum.
and ab were ed 0(20 Seaga ataai. P ad em*Ad (3) 4" bolt worewoot� �tc of „ aadk<aadaat�e wore of 20 steei, paateis errtplayW fi>11 lyltoLtc W t SIM Psttel
' tlunroba3d woo exC[udad aEa>am. � atdatitRs Y!S".tl�Olt � .. t3j 4 �) D� � 1oeb; cant{�) � :. •G;l �C't�t (t>� i�.8etitat
6SO Karikect deedbalt s
> � >tt'tli�'0"�'Zl• 3f+p'.wk4o da�btdt iotb• Feaaue i140d St,�iaetaaro woody 'want' �+ O } •bead dtc aea� works • , � $ �
.. �9.8p�1a'.`ldgb},s�ie0mtdtet'�rithZd ddaa�, '. '. � � a�►loyediJB"tiddc ►s�d'r�+a rwltb2b • • ' � $ �� � � .
. 26 wZthaeoel�d aattq► >a� a�idt,err�es�oiandaatotbaktopsadbettoan. , »st8a' I 7� � �. �
, i .� aoket�eniad�i0oia<213�'x66�J." - • . • . � v�baaaratat>akairaua3sa1 /x"x6S3/.". ; � � � �'�� ' ' �
a
++NN4►l:ItIII
Lvmm
DO bMt+e:treportaill ti�oaDrC'1i210.1"S4,b b • eiSadsoad jVft" ,per r . C�
f mi* 3ntbed�C'1x.210-1V7.4,S,6 ,edg"dmtdt it3'Bryp
j tit In do O�V -210-1 7,0 , . s1ped ad byB pAlma . r'
I • ' ; w i.• vy
Air L A1ila�il •'A i L9f� 4' + i '�.•w�.' • x K itef{rP,A eat) aet l
'OVker filetPA•082iI p1i 2.lib 2.8b 2 'T 1•S71tKi11S`lM00perPA402j '
y ' j 4d.I led Warr (pe�PA♦ 2 ;"••._.. �< .
w d
Yo tti► s♦2sp�c s.2spe Arc i•s7pc(As potPlk202j > y 2A6 2.86pd ftwj) .+.: p P
o„ty. ybopa 7.d0e
, vtstaa�Ab tie z�00�'s�+c�Pa-2a2) Rs ssp�e • x�copa� Watt�r _
(paarPA+►202) �,�' 2.�dpet�j . c/6itr ; . ;�
UatifoM U* Ask {por+C*, 2309 o(SM �t PA-202) g2 S Id ss.0 oady '.00 7.40 (pay c x3o9 ass et PAPW2) e . ?Sap SO.S pai ,
��cc�ea►tpert►.38sal�A-sdf2) stattASr ' sSaieAfr 2309ofg 4
SFRc&PA-202) 7s.T�f 30spa ` ' �►o If
asoo� SPA rs 7s.�►p - sot
La►tg4'Iv ik (perPA-201) Air {pac ZO o(MC&PA.=) w W.,? SW JU6�Mod
C` vUa WiM Prea m Laft (PAM) pea" ns p.d 33.0 pad' F60ed . 3b PA �� � . f � �; � �
ft W1itd 203 71 S •» '" .,�' ,.:..�..
•. gee eider .. ,� � � o o � � �
Sea d&Nabpstga• , > a a
1• t cb tiia design atitiu yt litaed above; iadi bat not 41
1oUte mph ) C», at dvbera '
1• lbruatawbora 1cda� flan � t • .. - Gadotwbtdxoz�sofit0 or<,B.F•8: 3.F,i1.�G.8rara�d
i, app*iwa yelruas a+leemi�egabced los�da do not e>cee ttla da4iSd a lbeod aboro� isda#nd4ngisat trot to thei to th 11oi
ens 1y ASCU 7 Ndatiattana far Btad a Other
s' uadad Cade { of 110 atay or "�, s�.y� }: i�,F.B. Btn�vaita ead ai rs tlio dra t AS T Ito
ti,F.B.�• sad ah Z. wwoar eea raap>tra�at M 13�i of , d d � it,> >co�e ,r win be s x
: ors by A$Cp+9 fa[ wdl Cyr 2• tat:t pi 13�6 Ot 1a1 a a+ 0 a m
wiilbe 3. for tam ;aada�ars �► -�
2.ws� feet o 2S•ii o3' load . ttesign Z yoriwtaagdeaa� waft ba 3. Vial stator in tiuh 4. Viriar > send th#cker glass ore srppsm�od wader tlhb ~ o r. S
r+�udts �dioated shave
s. tT>e egwt to 11ier3uad:eers ceder this 4• Vaidst sae ertd tbcar sera 3' tq a seated copy of this + a:►u
4. Ui+l
YOB s �ltbioi�er gb» ors geSe S� lit 6. N
the ta�h 3/16 type. axe aatcmtaR.tta � R � � •
' . S. Apt ttor h><itd#pg silntt be � t a1NtU bo mar by! aCo� � '
TLa aasnstbo aaa�ob N It 1•S4" eogat oftiaas ia� tho wall is ahtatined.,
bysae�akd+�pg►oPddsspt. - d. wi�aatbo extea:dissot►lihties 9/16" qN typo sc�w>artk�initstbe •� '� 7. W11et,a
6, linap�tt>►tE�as whaa the s aha�oat$b ttw,aSrbairdc, 3/I�' fit. i>�peQt prstva
stcbttitabed. Ttie length >aatit bs st ttbst a ar at evr a tba of WO bo taadt!bolt at � I*� O tj� VA is � of trot i
4�'s .' at'tbe Ia�ol�riuEb 4ta w/t11 is• .'J►. '41�+s � .
ii ^a
7. VVbtZiDOsl , Of311fit a►yt�e+rnen IDAiy.
ws/01/to-1 lw le -al -AA 231 crow" .'.»IV out#r S ' " r°.. _... ... .vult WNW
»....
. a Y'.' a • , k'1
.,- + w _:•.,..: ri�tAL� ANCHORING OF SINGE OGGR WITH
'• 10�' •` `' SIDELIYES IN WFRAME'
Dti0 • . �� -
• •..nA. �IIr��� ' ~ 4 t� 'N• . ,• ''•1,•• �S 4+ �p N• • .1
•• ,» -: •� FINAL ANCHORING WITH a• 4�
' SIDELITES IN W FRAM I
• r' a'f
4
Phtsbnr� IGaxtsesdt•►'162 n ' • 40
/21
CAL
A• iit►. i ctrt►. i '
a •
Modal Aeeiga►rattoaa s t"w(w"4s a0 ftfte ,�asswt + moorva► •gy�pp.�.t� p
• I t SDK 1 1a�3 t7• °{'1trA eAv °A• °a♦ �, ! .
Ovsal Suss i48" wlda'by 80-I1/1G' b£g� Qaatbk Cow net Q :
Y
SUw
' 1�te�,.air leek'cana�ts of 26 gem (0A13"} stc� -phitledwitb� ri�ipo�uceU �q . 8c� ' f• •,►• �.....e• � � . .
stiles aiwapd. 1atopsaadbettolii'�diar�sooandtatleda�.+V tam. l`T}4"btpt .,
' ` Ftaatie � jambs Wati6tl^oab �d wsie 1�e !/tt" tic - ', • • .
(witbvtewing*Mgt'21-314"V4&byfS-W WjbX=dVAw 26 .
?3ASt a+ctsiutbedt':EiO.190S%$i►9 s �W 1P'�'
• t .tilt ..
• Teo!• ar10 x�Z»� ' LC. .. t .. .. .
Ai�i�ittt� i•S7ZUZPA • . ' 1 . '
W9err a PA-202 a►f0 x LU
f1� ) iE'�Y •• 2� pot 2� pti(iS��3 li0 x 2-i/�' hG. .
9.60ve '%60ps�¢+tt3YB2) wto x i a. st0 x a<Y tt� Ni11t •JMl9 tilt _ ,,
a �+le t f 4' 4' t#M JAM tS3
' Cl�'osaa St�tc Air tW230 &Pab2a23' Paeittva ' 8x,3 pd' 3b.0 ' $ s r �« •LjJ •
WC2q.2,30Pa(S1�A`PA ) S2• W ' $$.0 ' ' a. ,• r r 4A a° 4•rn
d.
♦^'i"MY •M AIM"i�, , • , • 'J • • '
Y.uSaAifeb{perPA-201) ..
Gycttc Vr►tad Pr Losc Q'A �A3j 1asiLtY•a 91.i pat' AsA pst.
Sae r Vau "post.
, � sxs► t _ r!t x wa+otur► t:o+ts�o - . '
1. A�aprovsdR�swmtivritreregidaedlaads+� ►twos ttl�adaa uC abbti'R ta�tupt�attrdtoe�ca Bas , Lif►Til1 & NAt ICAP YEitgMLO ,
fetxhrd �Cadatd �Itest�ilOxaph•oi<}, $.gt3�.1'�C. lipn4 atadwis�,tthrt Ottl. • tNLxag6 tl+e>a.o . • sera ALB 7
2. Wt�rswaeorrssirtsnoerteat ofiS'1GoY toxd�plii�d�d�s � �mom 'I WIN I
.
' at�edto�udar.iod�Fol�atab�, •
• 3. vd�«�wisgorsea�iaisioearl►sp�owsdv�alds .. , ' .
4. Ut13i: aaroht a tuaH lea ttadu ' i ' • 1rsi47 t1PTWK4v AilJtiSiAW �NStdIt G TI 1.0 �i �
�. Alpam6i116a byo ataWrtooppol'ti�lravat. _ /CA.I: 1/*' =1 `0
d. Ins�llatiau +ahea+s tl�►roxs extend tits' 31td'" d�. •, ' / �� E5 5
� typasta�nete�x�w m�b�e
% ''o4►lr�ererpaireA b��l-Y." o�titsatwhorintotba rvaUis ' ',' .. , � � „ >v�� '
toosl t9slnoaea►aosw�aty . •
Ifgd/AAAQi! mot ft(fl iw ".99 'f*z Axc Tim IM s rY 1 t% /'rn iar