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1 Central
Window Date Invoice#
w w w c.e n t r a I w i n d o w . c o m 12/28/2017 109087
4388 U.S. Highway 1
Vero Beach, FL 32967
p. 772-562-8161, f. 772-562-8309 in ,c indow.com
Bill To Job Information
BEATRICE KATSERELES OLGA KATSERELES- 109087
4602 Sunset Dr 421 Willows Ave
Vero Beach,FL 32963-1218 Port St Lucie,FL 34952-1359
Contact BEATRICE
Phone (772)971-4684 P.O. Number Terms Rep Ship
Fax Due on receipt RB 12/28/2017
Qty; DescnpfioriAmount
PGT Order#997515_ _ ___
-1 Furnish for customer pick up-,Td '-Series"5500 impact certtfied white vinyl single hung windows;with"7/8"argon;';M O.00T
-filled insulated clear Low 9 Solar Ban 70XL(green bile),impact glass,one lite units,white screens and hardware;
- sweep latchesand flange frdme& Sizes listed �II O: .
,
SHGC 0.21 U'Factor 0.29
2, 35 1/2"x 37"s_glehungs _ _ _ __ _ _ r � :i_ � � - --T�. O.00T
1 PRICE FOR TBE ABOVE AS'DESCRIBED
833:00
-1 Upfront Job peposit 1.1/28/174Visa.,
Custom_e_r paid$441 31_3/28/18_Visa TMD
Sales Tax 58.31^�
"Attention Check Writers—We gladly accept checks:
Should your check be returned for insufficient funds,yqu expressly authorize your account to be elctronically debited or Total Invoice Amount $441.31
bank drafted for the amount of the check plus any applicable fees. The use of a check is your acknowledgement and
acceptance of this policy and its tens and conditions.
Notice of unpaid balances: Payments/Credits -$441.31
An interest charge of 1.5%per month(minimum of$0.50 charge)(18%per annum)will be
charged against past due accounts. In the event of suit for collections,reasonable attorney's Balance Due $0.00
fees and collection costs will be added to the cost of this invoice.
FRECEIVED
� nn.
ST, �.USi9 City, Permitting
MAX.BUCK WIDTH - -`—`�—
MAX.BUCK WIDTH SEE TABLE 1
SEE TABLE 1 �.�.JI 28' MAX.BUCK WIDTH
28^ MAX.
I SEE TABLE 1
12" I O B.SEE MAX. D.SEE r— 4'MAX. 2"MAX.
O.C.
B,SEE MAX. SHEET3 SHEET 4
SHEET3 A,SEE 12'MAX. C,SEE
A,SEE SHEET3 —L SHEET4
SHEET3 12 j+IAX' /
/ 17.B8`r MAX.D.C. / I /
�_ I 17.867'MAX.O.C. I /
Q I MAX.BUCK I —L 4"MAX. MAX.BUCK
HEIGHT SEE MAX.BUCK D.C. HEIGHT SEE
T TABLE 1 HEIGHT SEE TABLE 1
10"MAX.O.C. Q TABLE 1 — Lf
13.773"MAX.O.C. X 10•MAX.O
/ �L C
' .. / A� / A 13, 773'MAX.D.C. i
-__ 8-in•MNC 8-"11rz�MAX.
B_ NOANCHORSATSILLB D 2"MAX. �-
NDANCHORS AT SILL
l
ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELE
ELEVATION FOR TYP.EQUAL LEG FRAME, pVATIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOROTHER CONFIGURATIONS) r
(COTTAGE SIMILAR)
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT,VINYL
SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE TABLE 1: f
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
Window Buck Size Reinf. Design Pressure Certification SHAPES MAY BE USED BY
2)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X Configuration + CAR INSCRIBING THE SHAPE IN
Level
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY Width Height ( )psf (�psf (CAR)Number A BLOCK AND OBTAINING 1
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. DE
521/B" � 84" Equal-lite SIGN PRESSURES FOR
- '
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER q THAT BLOCK SIZE FROM
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52-1/8" 84" Std.ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET.
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 1{
52-1/8" 91-13116" Custom Sash
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-lite
ANCHORS SHOULD BE SEALED.OVERALL SEALINGFLASHING STRATEGY FOR 52-1/8" 84" Std.ProView R2 `6570�g�70!0 6,190-'286 41029 1
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8" 91-13/16" Custom Sash
4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE `(1�.!. ,.'`!(!.���•�• {
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF •<j• •' 1
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. •�; -y}i Oy
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE �VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE e
33-113%STRESS INCREASE HASNOTBEENUSED IN THE DESIGN OFTHIS o GENERAL NOTES&ELEVATIONS oS JROSOWSKIu-
PRODUCT'INTO WOOD.
THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS ANCHORS THAT COME INTO CONTACT WITH OTHER a o �!';1.�'`. pLGP'•?�• aSJ"„
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29298 '•• •••• ,;`�'
BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE ' �` '��`�+^(viii°\•'`+,'
N.VENICE,FL 34275 " _
{
,(941)-480-160 SH-5500 ,� NTS � 1 OF 4 o Z A.LYNN MILLER,P.E.FPA-5500.0 �Z p,EA 58705 11
I
4
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min.
Distance Embedment Distance Embedment
710 SMS P.T.Southern Pine(SG=0.55) 7/16" 1 8 2-1/2"x.131"Common Nail
(steel,18.8 S.S. Steel,A38 318" 0.05(7' Max.DP of 50.0 P.T.Southern Pine(SG=.65) 9116" 2-7116"
or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2"x.131"Ping-shank Nail P.T.Southern Pine(SG=.55) 9116, 2-7116'
Max.DP of 50.0 Aluminum,6063-TS 3/8" 0.0713" 14 Ga. 2-1/2"x•145"Roofing Nail P.T.Southern Pine(SG=.55) 9116" 2-7116"
SMS P.T.Southern Pine(SG-0.55) 9118" 1.318" P.T.Southern Pine(SG=.55) 314° 1-3/8" !
218 8 S.S. Steel,A36 3/8" 0.050' 1110 SMS Aluminum,6063-T5 3/8" 0.0713"(14 Ga.)
(steel,
or 1 S.S. Steel Stud,A653 Gr.33 3/8" 0.0348"(20 Ga.) (steel,18-8 S.S. Steel Stud,Gr.33 3/8" 0.0346'(20 Ga.)
Aluminum,6063-T5 3/8" 0.0713"(14 Ga. or 410 S.S.)
3/16"Ultracon P.T.SouthernPine(SG=0.55) 7116" 1.3/8 Steel,A36 38° 0.050'
(steel) Concrete(min.2.85 ksl) 1" 13/8" II
Max.DP of 50.0 Ungrouted CMU,(ASTM C.90) 2-1/2" 1-1/4" ANCHOR NOTES:
P.T.Southern Pine(SG=0.55) 1" I 1-316" GE-7700 OR j
1/4"Ul Vacon Concrete(min.2.85 ksi) 1" 13/4" 1)"UNGROUTED CMU"VALUES MAY DOW-791 I
Bled CMU,(ASTM C.9D) 2-112" 1-1/4" BE USED FOR GROUTED CMU SILICONE
(Steel) Un
grouted APPLICATIONS.
Concrete min.2.85 ksi) 2-1/2" 1314" 0 ASS
P.T.Southern Pine(SG=0.55 1" 1318" 2)PANHEAD,FLATHEAD OR SITE
TYP.
E YP EXTERIOR BITI
1/4"Crete-Flex Concrete(min.3.35 ksi) 1" 1314" HEXHEAD ARE ACCEPTABLE.
(410 S.S.) Ungmuted CMU,(ASTM C.90) 2-1/2" 1-114" 3)ANCHOR LENGTH TO BE SO THAT I
Concrete min,3.35 ksi 2-1/2" 13/4" A MIN.OF3THREADS EXTEND
Concrete min.3.275 ksi) 1-1/2" 1.318„ BEYOND THE METAL SUBSTRATE.
1/4"Aggm-Gator P.T.Southern Pine(SG=0.55) 1" 13/e" TYP.GLAZING DETAIL
(183 S.S.) Un muted CMU, ASTM C-90 2 1-1/4"
REINFORCENT TYPE A 1
WINDOW SHAPES AS SHOWN BELOW OR —►{ 7/8"NOM. 7/8"NOM. i7 IpI
SIMILAR,MAYBE USED BY INSCRIBING THE I I 1 I I 111
SHAPE IN A BLOCK AND OBTAINING DESIGN I�^�I(
PRESSURES AND ANCHORAGE FOR THAT BLOCK 1
SIZE FROM THE TABLE ON SHEET 1. 5/16"A/A PVB 5/16"A/A PVB REINFORCENT TYPE B
�{ WIDTH WIDTH 7/16"AIR SPACE3/8'AIR SPACE
ell ANNEALED 3/16
TEMPERED OR
T TEMPERED GLASSSS TEMPERED GLASS
z = x DURASEAL, DURASEAL, U Lr
°w SUPERSPACER SUPERSPACER REINFORCENT TYPE C
O w
1 OR CARDINAL OR CARDINAL I
1= XL EDGE XL EDGE 4
ARC-Topp GLAZING TYPES I
(EOIIAL{ITE SHOWN) (PROVE fMiEL SHOWN)
i
PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) ,} •">?
TABLE 4:REINFORCEMENT TYPES _ .�.`�.%�'`•':
Reinforcement iZ
VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12/13/14
Upper Lite LowerLi e
Level Bottom Bottom Side o GLASS/ANCHOR OPTIONS om' J ROSOWSKI
Rall Top Rall Rall Rails
f'•. ,:c;
RS B =A77 A A CERT.OF AU _TH.829296 z .,
R2 C A A A 1070 TECHNOLOGY DRIVE c p8
N.VENICE,FL 34275
(941)-48D-1600 SH-5500 NTS v 2 OF 4 o z FPA-5500.0 z° A.LYNN�ILLER,P.E.
h �n vi PAA 58705
Y
•
EDGE DISTANCE
SHOWN T
INSTALLED
THROUGHIX
BUCKSTRIP EMBEDMENT
SHOWN
FLANGE SHOWN I
FRAME INSTALLED INSTALLED
THROUGH X --LY TO EMBEDMENT
SHOWN --�^ EMBEDMENT --; SUBSTTRATE BUCKSTRIP
EDGE
EDGE OG=� o (��Q
n �-! DISTANCE I
DISTANCE
IIRIIIIfIII
- ��f� OPT.SASH TOP LJ� --� a ( EDGE
J LIFT RAIL IJD�� EXTERIOR / DISTANCE
S n_
`1
S
.D
FLANGEI EQUAL
FRAME O 0 SHOWN BUCK WIDTH I FLEG
RAME i
HORIZONTAL SECTION A-A SHOWN
sucK ---- --- - -- I
HEIGHT O
I
Q� INSTALLATION NOTES:
D1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
EXTERIOR 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND I
a SUBSTRATE REQUIREMENTS. C
r, 3)MAX.SHIM THICKNESS TO BE 1/4'.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
I O! Q ONLY AND MAY DIFFER TO MEET DESIGN !
OPT.SASH REQUIREMENTS, i
BOTTOM LIFT FLANGE a, 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
FRAME
D J HANDLE/LOCK SI r 37
OTHER FRAME TYPES. �
EQUAL
LEG
FRAMEEXTERIOR
SHOWN INSTALLATION THROUGH
i
❑ THE FRAME,INTO METAL
/ NO ANCHORS :': '.•'•.ir':::; i!;
REQUIRED IN �•1.� -r
/ FLANGE OR "VINYL SH WINDOW FPA(IMP.-RESIST.) 0 12113114 `
EQUAL-LEG
T / � J ROSOWSKI
FRAME SILLS "FLANGE&EQUAL-LEG/BOX FRAMES o - �, !
VERTICAL SECTION B-B CERT.OFAUTH.i129296 ": • `r fI
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941 x480-1600 SH-5500 NTS u 3 OF 4 '° FPA-5500.0 a° A.LYNN MILLER.P.E. j
v`i P.E.9 58705 `
r
SHOWN INSTALLED
EDGE DISTANCE SHOWN INSTALLED THROUGH THE
SHOWN INSTALLED THROUGH THE INTEGRAL FIN I
THROUGHTHE FRAME I
FRAME —� -L
EDGE DISTANtEM.l
EMBEDMENT
J-CHANNEL \ EMBEDMENT
FRAME
SHOWN
MENT
o �Q
1 0
ED
G+E
J
DIST
JINN.EE
LS �1 OPT.SASH TOP EXTERIOR nI LIFT RAIL
o � FIN
FRAME
J-CHANNELI - SHOWN I
I - FRAME BUCK WIDTH
SHOWN
° HORIZONTAL SECTION C-C
INSTALLATION NOTES'
BUCK
HEIGHT ° 1)SEE SHEET 1 FOR SPACING
REQUIREMENTS.
i O 2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE i
REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4'.
EXTERIOR ❑� DpC�J 4)GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
w MEET DESIGN REQUIREMENTS.
5)FIN AND/OR FLANGE MAY BE REMOVED .
i
Da TO CREATE OTHER FRAME TYPES.
I
O 1 OPT.SASH _ I
FIN J BOTTOM LIFT LLLIII
FRAME O HANDLE/LOCK FRAMEFRAME
SHOWN EXTERIOR EXTERIOR
SHOWN SHOWN i
INSTALLATION THROUGH INSTALLATION THROUGH THE
t
�1 ❑ THE FRAME,INTO METAL ,.,„ L•1 .
INTEGRAL FIN,INTO METAL �' •'!I,I/ t;� •, i
SHOWN ......c''.
EDGE
INSTALLED L� DISTANCE •.'" i
THROUGH
VINYL SH WINDOW FPA(IMP.-RESIST.) " 12/13/14 '
THE — EDGE
INTEGRAL FIN
_. _ DISTANCE o J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI
EMBEDMENT
VERTICAL SECTION D-D CERT.OF RUTH.#29296 n°
— 1070 TECHNOLOGY DRIVE 7 'a
N.VENICE,FL 34275
(941)-460-160!) ` SH-5500 NTS 4 OF 4 g z FPA-5500.0 A.LYNN MILLER.P.E.
rn ,i E.
58705
_ 1