WS-16-1275 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)7568972
Inspection Number: INSP-258674 Permit Number: WS-5-16-1275
Scheduled Inspection Date:July 15,2016 Permit Type:Windows/Shutters
Inspector. Mesa,Michel Inspection Type: Final
Owner. ALLEN,SUSAN Work Classification:Window/Door Replacement
Job Address:1234 NE 96 Street
Miami Shores,FL Phone Number (305)756-5859
Parcel Number 1132060143930
Project: <NONE>
Contractor. AMERICAN STORM PROTECTION Phone:(305)2644446
Building Department Comments
REPLACE 43 IMPACT WINDOWS AND 3 IMPACT DOOR Infrectl° Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
-,
Failed El
Correction D
Needed
Re-inspection a
Fee
No Additional Inspections can be scheduled until
reinspection fee is paid.
t
July 14,2016 For Inspections please calf:(305)762-4949 Page 6 of 26
Plow v, Miami Shores Villager
10050 N.E.2nd Avenue NE '
Miami Shores,FL 33138-0000 u � €
Phone: (305)795-2204 � �
Expiration: 11108W12
Project Address Parcel Number Applicant
1234 NE 96 Street 1132060143930
SUSAN ALLEN
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
SUSAN ALLEN 1234 NE 96 ST (305)756-5859 (305)333-2800
MIAMI SHORES FL 33138-2554
Contractor(s) Phone Cell Phone $ 60,000.00
Valuation:
AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514
. .._._......��_.._.�. �,�,.,-��.. �...,.�.��._..� Total Sq Feet: 1000
Type of Work:REPLACE 43 IMPACT WINDOWS AND 3 IMP Available Inspections:
No of Openings:46
Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $36.00 Invoice# WS-5-16-59740
DBPR Fee $8.40 05/12/2016 Credit Card $681.80 $0.00
DCA Fee $8.40
Education Surcharge $12.00
Permit Fee $560.00
Scanning Fee $9.00
Technology Fee $48.00
Total: $681.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named co or to do the work stated.
May 12,2016
Authorized Signature:Owner / Applicant / GVhtractor / Agent Date
Building Department Copy
May 12,2016 1
`1. Miami Shores Village
Building Department 7AY
10050 N.E.2nd Avenue,Miami Shores,Florida 331380��
Tel: (305)795.2204 Fax:(305)756.8972INSPECTION'S PHONE NUMBER:(305)762.4949
Y
FBC 20 H so h
C:BU�NG Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BV 01.0 QG
JOB ADDRESS: 1 2 3'7` t=- 5,6 ST
City: Miami Shores County: Miami Dade Zip: 3.33
Folio/Parcew //- 3 20!o- 0/5�—3 93 0
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): sLISAA� 411Enr Phone#: �5� `75ro• 5$J�
Address: 123 - N E 9(o ST
City: MIAMI S qn RES State:
TenantUssee Name: Phone#:
Email: ,(_
CONTRACTOR:Company Name: 7 'IElZlC.04'A oJlD�J.J�I�i2A G��B�'l Phone#: S/3 •Og
Address: /020/ A160 /Z/ : / fM /U ''
City:g!/4 04—ft State: `76
Qualifier Name:So PQ0Aj2 )7�E0jd&2--- Phone#:3—
State Certification or Registration#: /-6-/3.;-7 7Y Certificate of Competency#:
Contact Phone#: a152'9 g-'S 2-13 Email Address:��12M�7TiitlG BaSDI�/��lDtl7� �-r/I
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ 4 010 00. 00 Square/Linear Footage of Work: /0m0
Type of Work: OAddress Iteration ONew ORepair/Replace ODemolition
Description of Work: ll a�' �, i M IM
Description
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
'Bonding Company's Name(if applicable)
Bonding Company's Address
City State zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
11WARNI1XG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this-0-41 The foregoing instrument was acknowledged before me this
day of 20�,by SVS G V1 Quy n All+-, �i , day of n ('v� 2016,by.Jo r4 a-�ria t-1)
Pr�,who is personally known to me or who has produced-IL -l-v I v eY S who is personally known to me or who has produced
kA L 'nC le As idenli dation ndjwho did take an oath. as identification and who did take an oath.
�or .,, NATHALIE DIAZ NOTARY PUBLI a""""�� NATHALIE DIAZ
NOTARY PUBLIC: NATHALIE
`$�.�: Notary Public-State of Florida �i°��rp`�°moo: Notary Public-State of Florida
• Commission#FF 230936 '• Commission#FF 230936
' 'N rFOF F��pO�, My Comm.Expires May 14,2019 �,; o`' y Comm.Expires PAay 14,2019
Sign: Bonded Sign: oFFtiRAM al Notary
Assn.
Print: l �- L1 Print: -
My Commission Expires: My Commission Expires:
APPROVED BY J Plans Examiner Zomig
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
16 15
CWS-SH CWS-SH O O
FL16177.1 FL16177.1
72 x 62 72 x 62 O
7 CWS_LHA 14 CWS-SH
FL14850.1 FL16177.1 CWS-SH CWS-SH
CWS-SH 72 x 92 3/4 513/4 x 61 FL16177.1 FL16177.1
FL16177.1 O 35 1/2 x 61 35 1/2 x 61
66 U2 x 62 8
CSLLHA 13
FL14850 CWS_LHA
LU
72 x 92 3/4 FL14850.1 F
1f 64x811/2 <
18 12 10 ® <
CWS-SH
FL16177.1 CWS-PW ro _ i
66 1/2 x 62 r FL13010.4 (� c
(2)23 x 52 3/4 N z
35 3/4 x 52 3/4 CWS-SH
cr
FL16177.1 o ® w
513/4 x 49 z _
� O z
O C
19 > u M c 0 LU
c
CWS-SH �rj 0 C7 ® v <
FL16177.1 ® �
35112 x 55 OKJ
20 �
CWS-SH
FL16177.1 CWS-SH },
351/2x55 FT FL16177.1 �•' '•i • �`3� �:Rnan
• HEntry Door �1/2x55 �;• JihWE!766:Street
N/A 4
CWS-SH 22 CWS-SH CWS-SH CWS-SH CWS-SH Miami Shores, FI 33138
O21 FL16177.1 FL16177.1 FL16177.1 FL16177.1 FL16177.1 • 0:0 ••• 0:9
• •
351/2 x 55 351/2 x 55 25 x 41 1/2 351/2 x 55 351/2 x 55 • • • • • • • •
•• • • • • • •• • •
O O O •.• i• ••. i• ••i •••
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2nd Floor Susan Allan
1234 NE 96 Street
42 41 Miami Shores, FI 33138
43 CWS-SH CWS-SH
CWS-SH FL16177.1 FL16177.1 35 34
FL16177.1 351/2 x 491/2 351/2 x 49 1/2 40 CWS-SH CWS-SH
35 1/2 x 49 1/2 FL16177.1 FL16177.1
IT CWS-SH 351/2 x 49 1/4 35 1/2 x 491/4
FL16177.1
35 1/2 x 491/2
44 Bedroom 39
33
CWS-SH CWS-CM-HL
FL16177.1 FL6890.1 Living/Theater CWS-SH
351/2 x 49 1/2 E res 351/2 x 49 36 35 3/8 x 49
ROOM IL FL16177.1
-------------------------------9----- 38 37 Egress ........................................; Bedroom
CWS-CM-HL CWS-SH �CWS-CM-HR
FL16177.1 FL6890.1
FL6890.1 CWS-SH 29x44 3/4 35 3/8 x 49
35 1/2 x 541/2 Bedroom : CWSFLI6 - H ; CWS-SH FL6890.1 ; Egress
FL16177.1 35 1/2 x 49, O
@ '35 1/2 x491/2; 351/2 x 49 Ir" 30
32
Bath Bedroom """
CWS-SH -------------------------------------- CWS-SH
7.1
FL16177.1 Bedroom CWS-CM-HR 29x44 3/4FL1617
35 1/2 x 55 ;
• Bath FL6890.1
Egress 351/2 x 541/2H 31
: : H H EgressIH H : H
; ; •.; ; ; ; ; ;
29 .. ... .. . . ..
CWS-SH CWS-SH CWS-SH CWS-SH CWS-SH CWS-SH
FL16177.1 FL16177.1 FL16177.1 FL16177.1 FL16177.1 FL16177.1 . ... ... ...
351/2 x 55 35 1/2 x 55 25 x 411/2 25 x 41 1/2 351/2 x 55 351/2 x 55 ; ; ; •• ; ; • ; ;
23 24 25 26 27 28 •• •• •
Note: Mark#25 is a window in hall way ••• ••• •
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT: American Storm Protection ADDRESS: 1234 NE 96 Street
PROJECT: Susan Allen Miami Shores, FI 33138
City State ZIP
EXPOSURE "D " 1 WIND VELOCITY = 175 MPH ROOF SLOPE > 10'
Roof Eley. Area(S4•Ft) Roof Etev. TribuwyArea(4 FQ
(ft) 10 20 30 40 ( #i 20 30 40 5b
is = 48.6 46.4 45.1 44.2 43.5 15 48.6 . 46.4 411 44.2 435
S2.7 `. 50.5 49.2 48.3 ` 47.6 65.1 `: 60.7 . S1L3 Sal 54.9
17 49.5 - 47.3 46.0 45.1 44,4 v 49.5 ".. 47.3 46x0 . 45.1 44.4
7 SLS SO 2 49.3 48 6 66.3 6L9 593 57.4 ' 56.0
SLO 4&7 47.3 4.4 4S.6 5L0 .` 4&7 47.3 46.4 4S.6
53 I 5L6 50.7 49.9 68.3 63 6 6L0 5911 S7.6
2l SL9 49.6 48.2 472 46.5 22 SL9 49.6 4&2 47.2 46.5
56:3 S4.0 52 6 51.6 50.9 69.5 64.8 621 60.1 58.6
25 S3.3 : 50.9 49.S 48.5 47.7 25 53.3 SO.9 49.S 48S 47.7
57 8 SSA S4.0 53.0 52.3 71.4 66.6 63.8 6L8 60,2
28 54.3 SL8 SM4 ' 49.4 4&6 28 54.3 SL8 5114 49.4 48.6
58 9 564 55.0 S4.0 53 2 72.7 67.8 : 64.9 62 9 6L3
54.7 523 .T SD.8 MA 410 3054 7 „T4' S23 � 50.8 49.8 49.0
59.4 S6.9 SS 5 S4.4 S&6 z 73.3 68.3 , 6.S.S 63x1 6L8
56.1 S3.6 S21 SLi 50.3 Y
µz. 561 53.6 521 SL1 50 3
6D.9 ' S&4 „ .`. S6.9 S5.8 S5.0 a 75.2 70.1 67.2 ' 65.1 614
37.6 55 0 S&S 524 5L5 �� # 37 6 S5.0 S33 52.4 . SLS
40 _
"
62.4 59.8 58 3 57.3 S6.4 77.1 7L9 6&9 46.7 65.0
S9.0 56 3 '; 54.8 S3.7 S2.811z , S9.0 S&3 54.8 53.7 S28
S9.8 'r 58 7 57.8 79.0 73.7 ' 7 LS 68.3 66.6
e
59.9 57.2 2 S5.6 54.5 `' 53.7 r 59.9 57.2 55.6 54.5 53.7
so y 6S.0 623 .. ` 6X7 'r 59.6 5&T i 8D.2 ." 74.8 7L7 69.4 67.7
;." 60.9 S8.1 S6S SS.4 545 6D.9 =' 58.1 56.5 SSA S4.5
66.0 ` 63.3 60 6D.S 59.7 55 8LS 76.0 72.8 70S 68.8
69 61.8 59.0 S7.4 ` 56:2 S5.3 6L8 S9.0 S7A 56.2 SS.3
67.0 64.3 616 515 6D 6 82 8 - 77 2 73.9 71.6 69.8
GENERAL NOTES FIGURE 1
1. TABLES VALID ONLY FOR BUILDINGS OF D=10X OF LEAST HORIZONTAL DIMENSION
MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVA71ON "H" FOR SLOPED ROOFS IS
2• ROOF ELEVATION W. IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 40
BY USING FIGURE 1 AS REFERENCE. ZONE 5 EM
3. IRENTWV ZONE OF COMPONENT PER FIGURE 1.
• • •••• • •• H
f• • 4. POSITNE•AND NtSkN&LOADS ARE TAKEN AT MEAN 1
••• •• Rt>V•VGHT AND APPLY TO ALL FLOORS. J u D
•• 5. TABLE ABOVE S§WhACWMUM DESIGN LOAD FOR D D
•s• •• SHOWN BUILDING•I JEITV IN END ZONE. D
•• •• 6. THIS DOCUMENT•16•Nff VAUD WITHOUT THE EMBOSSED SEAL
+• •• OF AN Q4GINEER W.OYED BY AL-FAROOQ CORPORATION.
0.0000 • •
•• •i 7. NCP PORTION OF ?ISIS*DOCUMENT MAY BE USED OR REPRODUCED IN ANY
• a MANNER, EXCEPa•I"%lHE PORTION OF ASCE 7-10 SET FORTH HEREIN.
•
••• •• 8. 4LL fd4PS ARItthftel-ATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS
•
• ••• • • ••
•
••. �o-oz-4�1 ••• RASIOA S:
•• AL-FAROOQ CORPORATION
d/arm AO date I by d,,dpti, ENGINEERS&PRODUCT DEVELOPMENT
obedoed by:
1236 SW 87 AVE TEL (308)264-8100
088 NO. I MIAMI,FL 33174 FAX(306)262-6975 JAVAD AHMAD
SHEET 1 OF III
FIA PZ f 70M F8 CAN.3538
8/5/2015 Florida Building Code Online
+ • o @ li r
t rtrnertt� SCIS Home I Log to I user Ugl radon ( Hoe Topics i Subma Surcharge I stats&Facts I Pubo I FSC stsrr I SCIS sae Map ( Unks I Saarch
Bus nes
Proessi I Product Approval
ER:Publk User
Regulation
Product Approval Menu>Product or ADDilraWn Search>Anglicaton List>Application Detaa
ih FL# FL16177-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Emall 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
• • : ••••Category Windows
•••••• •••• SubcatEgoo• Single Hung
•0000• 0 •
0000•• • •
•• Compl3nig,Mcghod Evaluation Report from a Florida Registered Architect or a Licensed Florida
• • 0.0.00
Professional Engineer
•••••• ••• • •••••• _ + Evaluation Report-Hardcopy Received
0000• • •
• • • •• 0000••
0000• •
• . • ••• Florida EngSriear or Architect Name who developed the Lucas A.Turner
•••••• EvaluabU Report
••o••• • •• Floridif b"M PE-58201
•• • • Qual14MM*ce Entity Keystone Certifications,Inc.
•:•••• Qualify A&i%nce Contract Expiration Date 07/21/2020
00000
•000 • Validated By• Steven M.Urfch,PE
7.*1 Validation Checklist-Hardcopy Received
Certificate of Independence FU 6+77 R3 COI EvalReo CWS-8128(SH-8100.IMP.NoSillAnch).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
https://www.floridabuilding.org/pr/pr_App_At1.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmBIPjuPdYuGcM3yYul882%2bJrew%p3d%3d 1/2
t r
8/5/2015 Florida Building Code Online
Equivalence of Product Standards
Certifled By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 111 II CWS-8126(SH-8100.IMP,NOSiilAnch).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other.SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf
glazing required on outer lite above 30 ft.In HVHZ.Glass FL16177 111 AE Evalikep CWS-8126G(,H-8 00,IMP.
complies to ASTM E1300-04. NoSlliAnch).odf
FL16177 Rl AE pyal nex(Mikron)NOA 12-1017 02.12df
Created by Independent Third Party:Yes
® Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emals provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please didc baL.
Product Approval Accepts:
• ••
0000•• •••• • •• tasra:cs
0000••
0000•• • •
• • 0000••
000.00 00
00 00
• • • •• 0•
0000• •000•
••
000.0 •
000•• 0000
0• •
• • • •
0000•• 0000
0000••
0000•• •
• � 0000 0000••
00
•00.0• •••• • 0 •
https://www.floridabuilding.orgtpr/pr app_dtlAspx?param=wGEVXQwtDgvyf4ngAXhIOy8QtjDbmBIPjuPdYuGeM3yYul882%2bJrew%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3 815-1 A,-2,and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• •• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
••:••required above 30 ft in HVHZ) —Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann)inboard lite
•
RequirV13upont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
•••••• �� Requires Qu;nex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
�" •
4j lVive evgal"the interlayer and framing materials in these Dupont and Quanex NOAs and find
•,,;, thAfthey Wjtpt ewith the requirements of the 51'Ed.(2014)Florida Building Code for use in this
•• uct. .....
•••••• QerU Zcatioq:iX1R 4ependence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
•• mtarextin Curtoip.Window Systems or in any company manufacturing or distributing products for which
""" I&re'gort is being Asued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in' other entity involved in the testing or approval process of this product.
- t No 58201 •:��
* * +* 4/18/2015
Lucas A.Turner,P.E.
STATE OF FL PE#58201
♦� l ••••w•.•• 0 y�0 Lucas A.Tumor
fill let's 2016-04-18
22:20 .4
SINGLE HUNG - LARGE MISSILE IMPACT E PRODUCT
1.GENERAL
THE PRODUT
1.THE SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT 202 ftmToomm
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1896 PER THE FBC. WWWCWS•CC
2.GLAZING OPTIONS:(SEE SHEET 2)
5311W MAX OVERALL RANGE WIDTH 8110 PVC
517/8"MAX UNIT WIDTH 3.CONFIGURATIONS:'O/X". SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
47 t 1/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER � a
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- - ASTM E-1300.04. 3
5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
�q
X - -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y
OVERALL i I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD m m
FLANGE
HEIGHANCHOR CALCULATIONS. Z
B O I B 2813/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
DLO NOT REQUIRED, v N
$ o z j"
i I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w ¢ 0 0C
86• USED AT FIXED MEETING RAIL AND JAMB. o LL
HEIGHT S.SERIES/MODEL DESIGNATION SH-8100. '7
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: g ¢ 0
I I X-OPERABLE SASH,O-FWD SASH
30311r i 17 m Q Z
1025 7/fr .SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
8 SL I GLASS LOCATION. ��►���4URE ����i,
HEIGHT x I g LLO 11.EXTERNAL WEEP SLOT-1/4"x 1-1/4"LOCATED 4•FROM BOTH ENDS. �Vq�S.O E Ngo,•L'Prrrrr
6 Z v t No 56241 *fi
I
4pm
I 'A;STATE OF �AJ
e A '4,$ONAVV V111
461/16" Z�
GLASS DLO
48T. 4/112015
MAX.SASH WIDTH LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
•• ••• • • • • • •• NORTH PORT,FL 34288
• • • • • • • • •
PH.941-380-1574
• •• • • • • ••• • SHEET DE PTIM:
•• ••• •• • • • •• GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAM BY: .
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE. ••' •;• ••• ••• BAT 06/18/12
Gu►zlNa DETAIL................................2 MAX. UNIT SIZE IMPACTWTIISG • • • • • •
SECTION VIEWS.................................3
EXTRUSIONS&B.O.M........................4 51-7/8"x 61-3/4" +/-70 PSF LARGE M S ILE IMPAC :' ••; ••• cwS-s12 B
ANCHOR SCHEDULE&NOTES5.........
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
• •• •• • • • •• ••
••• • • • ••• •
cma®
W04DOW SYST"o
1800 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CwS.CC
8100 PVC
SINGLE HUNG
IMPACT
t0 N
O �
7/6"OVERALL INSULATED GLASS 7/6'OVERALL INSULATED GLASS w in to
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED Z
7/18"AIRSPACE 7/16'AIRSPACE a O
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS w ZO W
1/8'ANNEALED1/6 ANNEALED F Dr
.080'PVB INTERLAYER BY DUPONT 090"PVB INTERLAYER BY DUPONT tl UUcc
1/6'ANNEALED V8'ANNEALED a W
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
4 PURFECT GLAZE*W OR SIKAFLEX 552 4 PURFECT GLAZE"FP OR SIKAFLEX 552 m Q Z
1 --� t
1/2'GLASS SITE 12"GLASS SITE
GQ .��OEdYSF�'•"7���i
1 1 0 ;1�oS STATH dF :t+u•
to�••��'w•c�
o�nsit
FIXED LITE SASH LITE 4111/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1238 JABARA AVE.
•• ••• • • • • • •• NORTH PORT,FL 34288
• • • • • • • • • PH.941-380-1574
• •• • • • • ••• •
SHEET DE IP
•• ••• •• • • • •••
GLAZING DETAILS
DRAWN Sr. DATE:
• ••• ••• ••• • • BAT 06✓18J12
•• • • •• i • ••• i i CWS-812 B
• • ••� ••• SHEET
1:1 2 OF 6
••• • • • • ••• • •
••• • • • ••• •
0
INTERIOR "°"
D a0w om spmq
1900 SW 44TH AVE
OCALA,FLORIDA 34474
W W W.CWS.CC
1 1
8110 PVC
® SINGLE HUNG
IMPACT
tp N
3 1 1 19 4mm
SECTION B-B
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW. e
� WZw
ir
ILO
LL
fL
14
q0 o c�
1 INTERIOR
9
1a :S►t STATE OF
66
hinonat;�t
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1 4/11=15
6 LUCAS A.TURNER,P.E.
2 a FL PE#58201
1239 JABARA AVE.
•• 06:• • • • • • •• NORTH PORT,FL 34288
• • • • • • • •
PH.941
• •• • • • • ••• • SHEET DESCRIPTION:
•• ••• •• • • • •••
SECTION A-A SECTION VIEWS
DRAWN Br. DATE:
••• •�• ••• ••• • • BAT 06/18/12
NOTE: ITEMS NOT SHOWN FOR CLARITY:
••• �• • • • i• • •i i i CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 • • ••• • SHEET
1:2 30F6
••• • • • • ••• • •
PARIS UST FRAME CORNER /f1
REM PARI'# DESawwN VENDOR MATERIAL 3,r8' CONSTRUCTION (l 7/!/�fJ�V�/d
1 H-8031 Main Fr.,SH,w/Fig.,PVC,Head Mpoon Virryi N0c tY
2 H-6031 Main Fr.,SH,w .,PVC,Sill Mikron VInyl 1 15/,8'
1 23/18' 1800 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L Jb. Mlkron Vinyl 2 I OCALA,FLORIDA 34474
4 H-W31 Main Fc,SH,w/Fig.,PVC,R.Jb. Mk ml Vicryl 3 a WW W.CWS.CC
6 5-1577 Impact Hook mads Alum 4 ,
8 H4W27 Sash Meet.Rap,PVC Mikron Nitryl 211/16" 1/te• 1 5/a' 1518" 1/,� CORNER WELD 81�PVC
9 H-1497 Reim Sash Meet.Rail Keymark Alum
L2D
H-6028 Sash Bottom Reil,PVC Mikron VinylLN V18"
H-6004 Sash SkielToplBot.Bell Mkron Vinyl (ALL IDES) SINGLE HUNG
S-1498 Reint.S.B.R./S.S.R PVC FRAME FLANGE-8031 PVC SASH BTM.RAIL-8028 PVC SASH TOP RAIL-6027 IMPACT
S-6964 Glz.Bd.,7/8• Mkron Vicryl
S-6013 Scm.Adapt,w/Nib,PVC,Horiz. Mkron Vinyl ro a
S-6014 Scm.Adapt.,PVC,Vert. Mkron Vinyl 1 1/2' a� a
S-6029 Sash S /Filler,PVC,Vert. Mlkron Vicryl 13111r-
23
3116^23 H-1699 Reinkucement,SBR Keymark Alum 7/8' t
24 P-2190 Balance BSI Y
25 P-3059 Sash Cam,PVC BSI Plastic m m
26 P-3046 Take Out Gip BSI SSirt,ffl6• 1518" 21/8' 1/16' SCREWED ATOGETHERR WITH c3 Cl)EETING RAIL
27 P-3783 Lock,Impact,PVC Interlock 1116" OUTERFRAME
28 P-4069 I Keeper,impact,PVC Interlock 78nrac
1:8 v N
REWF.,IMPACT HOOK-1112 >
30 P-3215 W Cow w/Flap Gaer Plastic $ c �w
32
P-3429 Wstp.,0270 x.187 back FinSeal,Gray Uttrateb PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 uai
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel c O
cc
38 P-3768 #8 x 0.625 Ph PH SMS Hub Steel t 5/i 8' 9/16" 1 Iwar
39 P-4051W#8x 1.250 Ph FHTEK,Wht. Hub City Steel tl2•� rt t/6�{ 5/16• I wo
40 P-4264W#8 x 314 FH PH w/#6 Head,TEK,WM. Hub C Steel IILII�
44 P-3342 Seam Sealer,SM-5504 Schnee Ira" , L
15/18" 1
45 P-3752 Cap Plug,1/2'Hole M&M Nylon v18' � v16' 00 < z
47 P-3438 SporAex 552 a Purfect Glue*W Spca/Herdcd
1/1G glarrN
48 P-3352 Set.BUL,85 Our.,1/8"x 5(8"x Y Lg. F.Lorre Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FD(El)RAIL COVER-6063 PVC SCREEN SUPPORT-6014 p��•QtNORE@y rJ�,ipG�
51 P-3881 Temporary Lbl.(NFRC/DP) �r�� •'�~1 $Fl.;7��41
52 P-3613 CWS Lbl.pogo) Pro Label 3/M1 1/4' �Ji,:•No 58201
53. Sash SEE SHEET2 lDumseW
3/18.
54 Fixed SEE SHEET 2 t
9
v,e" :9: STATE pR stn.
56 P-3281 Spacer 15116 1116• t 718' "aIG2 P-3218 Screen Frame,Hafz. Alum tne" — — }-- 'A1144064 P-33263 a Screed Frame Comer Key 0 R
Plastic REINF.S B RJS S R.-1488 Screen Frame,Vert. Allmetal AJUMREINF.BTM RAIL-1899 REINF.TOP RAIL-1497 PVC GLAZING BEAD 6064 ,� �nNA #fl;O65 P-3581 Screen Cloth,18 x 16 F lass Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Vinyl zL
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
68 1 P-3033 Screen Spring,SS Fl.Screen SS
70 P-M 13 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
FL PE#58201
71 H-1836 Alum.Fixed flail Keymark Alum 0 ytg• 1239 JABARA AVE.
ki
72 SCofer,Fixed Rail Mkmn Vinyl O •• ••• • • NORTH PORT,FL 34288
73 S-1112 Reinforcement,impact Hods Keymark Alum • • • ••• i i ••• PH.941-380-1574
74 P-3,541 #8 x 1/2",Pan Head,TEK Fastenel Steel • •i tle 0• • • • SHEET DE IPTBDN:
••• •
t sets �5 ••• ••• • •�i—a•�3•—•{
LINE ITEMS NOT USED: BOM AND EXTRUSIONS
15,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61 8
7W 1/16" r DATE:
SCREW SUPPORT-3113 DRAWN
• ••• ••• ••• • • BAT 06/18/12
IMPACT HOOK • • •
S-1577 •• • • •• i • ••• CWS-812 B
•
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. •• • • 000 ••• SHEET
1:2 40F6
••• • • • • ••• •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2Daowgm=nmffl
W MAX(fYP.) 17"MAX O.C.(iYP.) 19W SW 44TH AVE.
W MAX.(TYP•) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I t SEE NOTE 2 8100 PVC
10112" 1 t
MAX D.C. SINGLE HUNG
')
.i--. O INSTALLATION IMPACT
ANCHOR OW.)
I 1 to N
dd O
--�artcs nau. Y F
4"ow)J 1 1 m rn
_ Y V S2
x
101/2" � to
MAX O.C. I O Im
I t
5-
cc¢ C
U m Q OZ
4"(TYP•) NO ANCHORS REQUIRED IN SILL aaattlttttt/►�t�l`,
ANCHOR LAYOUT-(FLANGE) @ J
y
No 58201 •, �:
v.
NOTES: :9 13TAT@ OF :Sa
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL '�i�F�• R•1,� p�a�'
2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE �,•��ibiinuLt���aa
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3 ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE 6 58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USg9 IN SONWRATE*W nW STF4-=N9THS"SS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED W TABLE 1,SHEET 8.
• • • • • • • • PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND&ZOO B06$,It•Urb.0INTOJUBSTRATE. SHEET 0ESCR :
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AN"E SaRWRA'BIs • • • •• ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,1"FOR WOOD AND METAL ""���� WN Y:
8,WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AN • T 000
•D TO TRANSFE*F!71ND LOAuyTO.1%STRUCTURE BAT 08/18/12
000
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY419TRAWR�g • • • • DWG#:
• •• • • •• • • CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENII'!'ERSION OF THE RERES&DOC�)V"6• SHEET
FMA(AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)(TERIOR DOORS) 1:15 5 OF 6
••• • • • • ••• • •
i i i i•i � � �
• • • • • • • • • •
• •0 •• • • • •• ••
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT 1MlW
MIN.EDGE DIST.
SEE TABLE 1 SUBSTRATE
BYOTHERS 1900 SW 44TH AVE
SUBSTRATE BY OTHERS
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1
OCALA,FLORIDA 34474
SEE TABLE 1 W W W.CWSAC
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8� PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT ALLON ANCHOR SINGLE HUNG
SEALANT BEHIND STABLE I IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
U) N
dao
PERIMETER SEALANT
BYINSTALLER m m
INSTALLATION ANCHOR INSIDE AND OUT
SEE TABLE 1 SEALANT BEHIND
FLANGE BY 24STALL.ER NNi 0
CONTINUOUS DOUBLE 3(18'BEADS OF /-B1 HORIZONTAL SECTION
TREMGLAZE U1600 SEALANT AROUND 8 TYPICAL JAMB ANCHORAGE ¢ O cr
PERIMETER AT ALL INDICATED POINTS a D
BETWEEN FRAME AND BUCK BY INSTALLER. o c7 a
�u Z OUU:
//4'MAX SHIM p $ W
SEALANT BEHIND x
FLANGE BY INSTALLER
m Q Z
BY
PERIMETER
RST MIN.EMBEDMENT ,, UREIV
++q �
INSIDE AND OUT SEE TABLE 1 �r`' '�E dV fi�G�p,��♦
SUBSTRATE BY OTHERS =*7 NO 58201 �L
SEE TABLE 1 MIN.EDGE DIST. _
�A1 VERTICAL SECTION SEE TABLE I SAA STATE OF 14th
8 TYPICAL SILL ANCHORAGE ♦�O� p "�`��
h
X�
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
L=TRA�TEE ANCHOR TYPE NUPL EMBEDMENT MIN.EDGEDIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
SI MIN.) 3/16"ITW TAPCON 1-112" 1-118" INSIDE ALL R t•• ••: • 0 • t •• NORTH PORT,FL 34288
OUT FILED CMU 117 PCF MIN. 3118'I1W TAPCON 1' 2" OUT KSI MMIC) 3118"ELOO LlLTRACON 1' P •• C WiON L EC IOP • D H IPTG 1574
Nip Im m7mmm- 000 00
• t 8 X t&Pcj SIII FOR WX INSTALLATION
2XMW SOUTHERN PINE(G=0.55) 3/18'ITW TAPCON 1-318" 718" INSTALLATION DETAILS
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, yyNBY. DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
16 GAUGE(0.0807 MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD • t:• ••• ••• • • BAT 06/1 6/12
(33 KSI YIELD M TEKS SELF-0RdLWG SCREW THRU 0.060" 7/18' MIN.1/4"FILL OFrONSTRL(�tION RADE HESWE 8AULK IS APPLIED 8 ..
INSIDE AND 6fT FIOLLRERYA7=TER, IN$
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULLTHREAD 7/16, PRODUCT ICHO 6E IS IA ABCOROANCE WIT�I R�OI�REMENTS AS CWS-812 B
1!8'STEEL(33 KSI MW) DRRLm SCREW THRU 0.125" SHOWN FOR FLANGE IN S. • •t• • SHEET
12 6OF6
•t• • • • • tt• • •
8/21/2015 Florida Building Code Online
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• +4 4,
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i
Fl( a Dfp171)H q BCIS Home Log In ( User Registration Hot Topics Submit Surcharge ( Stats&Facts f Publications FBC Staff ( WIS site Map Unks ( Search
Bus11'nes
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Product Approval Menu>Product or Application Search>Application Ust>Application DetaE
_ "I FL# I FL13010-113
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss0cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
0000••
• •*000 CategoM •••0 Windows
• •
00•••Subcategory • Fixed
0
00
0000•• • • •
•• • ComplillAdbalMhod Evaluation Report from a Florida Registered Architect or a licensed Florida
•••••• •• •
*000" Professional Engineer
9:99 •0 ••0 ****00 � Evaluation Report-Hardcopy Received
0000• • 0000
0000•• • •
••••: 0 0Florida MiNer or Architect Name who developed the Lucas A.Turner
• • • Evaluafi&:"rt
•••••• • •• Florida'l ft%fl t PE-58201
• ••• 0 Qualit CAs+sei%Vice Entity Keystone Certifications,Inc.
*:* a. .0 0•••••Quality Rssurafice Contract Expiration Date 07/21/2020
•••• Validated By Steven M.Urich,PE
fr Validation Checklist-Hardcopy Received
Certificate of Independence FL13010 R3 COI EyalReo CWS-373B(PW-8300,120x48,IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOcALf2A%3d%3d 1/3
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-4338(PW-8150.36x72.IMP).ndf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+75/-75 Evaluation Reports
Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PV5 NOA 13-0129 27.Ddf
Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReD CWS-433B(PW-8150.3602.
Glass complies to ASTM E1300-04. IMP).ndf
FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.0
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fln Fixed Window,Continuous Head&Sill.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150.CONTHDSL.IMP).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8"x FL13010 R3 AE DuPont PVB NOA 13-0129 27.ndf
72".Outer lite must be safety glass above 30 ft.In HVHZ. FL13010 R3 AE EvalRen CWS-5105(PW-8150.CONTHDSL.
Glass complies to ASTM E1300-04. IMP).Ddf
FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
• ••
• • •
9469 1301063 •• PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48".
0000••
• • Limits•dust: Installation Instructions
•••••• •;••• Apprpved for use in HVHZ:Yes FL13010 R3 II CWS-373B(PW-8300.120x48.IMP).Ddf
• Approved far use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
•• • ImpitcMUStant:Yes Created by Independent Third Party:Yes
•••••• •• • Desl it Pressure:+70/-70 Evaluation Reports
••••• •• ••• OthehyPAW00,120"x 48",DP=+/-70 psf.Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.ndf
•••0•• • ImpactAllis complies to ASTM E1300-04. FL13010 R3 AE EyaIRen CWS-373B(PW-8300.120x48.
•0000• • 0 IMP).Ddf
• • • • •••• FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.ndf
0000••
• • • •••••• Created by Independent Third Party:Yes
0000•• • ••
••
00* • 1301Q.4 •• PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window.
•
•:0996 •0000• Limlts'bf Us; Installation Instructions
•••• Approved for use In HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300.7206,IMP, Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other.Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.ndf
Max.size and OP's.Outer lite must be safety glass above 30 ft. F-_13010 R3 AE DuPont SGP NOA 11-0624 02.odf
in HVHZ.Glass complies to ASTM E1300-04. EL 13010 R3 AE EvaiRen CWS--159_D(EW-830D.7276,.
IMP).odf
FL 13010 R3 AE O ua� nex( Con)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
Bask Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
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8/21/2015 Florida Building Code Online
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please didc hg.
Product Approval Accepts:
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URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 159D
April 18,2015
Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55
or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)
Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5h
Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are
outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3954-01 and 4A,and NCTL-210-3955-01 and-lA,from National
Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS
reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-159D.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D
. •..Is large missile impact resistant and does not require the use of shutters
• ••••May be used in the High Velocity Hurricane Zone
..I..requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
' Requifesglaxing as shown in CWS-1591),with Dupont SentryGlas Interlayer per Miami-Dade
NOA I1-Q674.02t in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13-
•. •.0129.jr�t5P55 units
••:•• • aequireAQpanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02t
�1116ve Alvat tl the interlayer and framing materials in these Dupont and Quanex NOAs and find
•
-thattheyoomplg•with the requirements of the 5t'Ed.(2014)Florida Building Code for use in this
d
• . ..
G n o1rIndependence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
Aasq�t�s�tra�rl�j
Y y
-`.'• Cho 58201 •• p
4/18/2015
SIP% STATE OF Lucas A. Turner,P.E.
t-.-0fi•=�< 'Ao FL PE#58201
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PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: �///((�j�jjJ�})
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1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
ff
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 DowmTomm
44TH AVE
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ)
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. W W WCWS.Cc
491/4• 731/4' 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX OVERALL FLANGE WIDTH Im PVC
MAX UNIT WIDTH MAX,UNIT WIDTH 3 NOT LIMITED O,THOSE SHOWN ON SCONFIGURATIONS:*0r. HEET 22. INCLUDE,BUT ARE PICTURE WINDOW
so 1
GLS DLO GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— I GLASS TABLES ASTM E-1300-04. 1,4 8
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATERlzINFILTRATION TEST PRESSURE AND GLASS TABLES Q
I I I ASTM E-1300.04.
1 I 5.ANCHORAGE:THE 331W.STRESS INCREASE HAS NOT BEEN USED u Y w w
w 2 p p }
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I— w Q Q m
731M 1 L I DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD z a w
OMAX EVRAL HEIGHT I ANCHOR CALCULATIONS. g c1 O
HEIGHT Z
FLANGE
B j I B �I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT � poi � N
76- REQUIRED. Pv a Z W
oc I MAX Lu
72• O HEIGHT O 1 7.ALL FRAMES ARE FULLY WELDED. o c Fa
cc
UNIT
1 I I 1 8.SERIES/MODEL DESIGNATION PW-8300. o o
w
I I 731/x'I 1 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: > > > %101
691/9• I GLASS O-FIXED SASH.DLO p U m Q 0
DILO 8 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
1 O 1 I LOCATION. �a�
te;.D�REj����t
1 g P A «,h;
---- =4 — --------------
8 r9: STATE QF 4!:
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4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
•• ••• • • • e • •• 1239 JABARA AVE.
• • • • • • • • • NORTH PORT,FL 34288
• • •• • • • • • PH.941-380-1574
• •• • • • • ••• •
•' "' " ' ' • '•
TABLE OF CONTENTS GENERAL NOTES ANDELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN W. DATE:
ARCHITECTURAL SHAPES...................2 w n • • • • • • • • • ADE 05J05/07
GLAZING DETAILS.................................3 ANY X +/-55 PSF
EXTRUSISECTIONONS
VIEWS& .O...............................4 ,� �� +/-65 PSF ': L�tQE:V LSSI� MMPI: : DWG
CWS-159 D
EXTRUSIONS&B.O.M..........................5 NON-HVHZ 72 x 76
ANCHOR SCHEDULE&NOTES.........6-7 • • • ••• SHEET
INSTALLATION DETAILS.......................8 HVHZ +/-61.5 SF
1:20 1 OF 8
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
l�(K�
WINDOYV
03aW
1900 SW 44TH AVE.
OCAL.A,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
0 BlM ELLIPSE("OVAL")
FULL CIRCLE n a
TOMBSTONE .- 00
w ¢ ¢ m
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0
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1/2 CIRCLE 00 a z
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NOTES:
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF FL A#RA 01A
RECTANGULAR WINDOWS ON GHEEZ 1. • • •• 1239 JBARA AYE.
• • • • • • • • • NORTH PORT,FL 34288
4.ANCHOR SPAGINGRfi�� At FL•ANli L FIN WINDOWS PH.941-380-1574
MUSTFO jHEETSE 7,WITH ANCHOR D
SPACING M�6U C7ETWN TFsO � ODUCT.
1/4 CIRCLE TRIANGLE- ARCHITECTURAL SHAPES
DRAWN DATE:
• ••• ••• 0:0 •0 0• ADE 05/05/07
0.:
••• • • • • • • Gr.
• • • • • •• • • CWS-159 D
• •
••• •• ••• ••• •••• •• SHEET
1:1 2 OF 8
••• • • • • ••• • •
• • • • • • • • • •
• • •• •• • • • •• ••
••• • • • ••• • •
a
WIN19
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
8300 PVC
PICTURE WINDOW
IMPACT
W200
,•OVERALL 1"OVERALL 1— W Q Q I}7
3/18"ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED ii ZO
12'AIR SPACE 318'AIRSPACE "* c fi 07
5118'LAMINATED 7/18'LAMI GLASS ¢ W
,1W ANNEALED 3118"HEAT 5TRENCiTH o a c a OC
090 DUPONT PVB INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER a U�U
118'ANNEALED 3118'HEAT STRENGTH :) Q
0 () ca <
e PURFECT GLAZE"H" 6 PURFECT GLAZE*H' Z
0 SIICAFLEX552 ❑SIKAFLEX552 ,-qt,�yOttt�li��",,,,
10 12'GLASS BITE 1 12"GLASSBITE ,��V••.��GEA+.4F:�'/.��i
7 7 w t No 58209 •L
r�r
STATE QF �
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GLASS TYPE A GLASS TYPE B
4/1r2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
• ••• • • • • • •o NORTH PORT,FL 34288
• • • • • • • • •
PH.941-380-1574
• •• • • • • ••• • DSC
•• ••• •• • • • ••
GLAZING DETAILS
GLASS MAX Sffff DRAWN BY: DATE:
••
••• ••• • •TYPE W x H A
DE 05/05
/07
• 48X72DNO°P.
••• CWS-159 D
D
B 72 X 76 SHEET
1:1 30F8
•o• • • • • ••o • •
• • • • • • • • • •
• •o •• • o • •• ••
3 4 QN00ammm
1900 SW 44TH AVE.
OCAIA,FLORIDA 34474
W W W.CWS.CC
INTERIOR
' s 8300 PVC
e e e s PICTURE WINDOW
e B IMPACT
so
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5 A.TURN
U LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
F •• ••• • • • • • •• NORTH PORT,FL 34288
• • • • • • • • • PH.941-380-1574
7 8 •• •• • • i i %: •• SHEET 0
•• ••• •• • • • ••
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME • ••• *00 ••• • • ADE 05/05/07
• • • • • • • • Dwos
•• • • • • • •• • • CWS-159 D
• •• • • •• • • •
•• • • • ••• • SHEET
1:1.33 40F8
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
PARTS LIST FRaIKE WRNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL ` wlwO
W11PUM
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW"TH AVE.
2 H-6006B FRAME, PW, MAN,SILL MIKRON PVC www Cws Cc W74
3 H-6006B FRAME, PW, MAIN,L.JAMB MIKRON PVC `
4 H-60068 FRAME, PW, MAIN, R.JAMB MIKRON PVC CORNER WELD GALL SIDES) 8300 PVC
5 H-60MA FRAME, PW, MAW, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK.,85 DUR., 1/8"x5/8"x 2"LG. FRANK LOWE RUBBER
8 PURFECT GLAZE"H",SIKAFLEX552 HENKEL/SIKA SILICONE •' `� s ..
9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE C, o 0
10 S-6064 GLZ BE., FXO. (1 O.A. I.G.) I MIKRON PVC
11 GLASS SEE SHEET w l" o >
F W Q Q m
014
31/8" 3118' O v � o � N
❑ ❑ 3 w
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1 2 3 4 5 53
a to
J
21/16' mr 1/16' ..
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O 1
2 7/8'
#04
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11/2' ?*: * i*z
PVC FRAME FLANGE-H-6006B 1• o: =a�
.s►: sTATB aF F�+:
PVC FRAME FIN-H-6006A �,•� ��iiai �i'
t/4" Z�
4/11/2015
LUCAS A.TURNER,P.E.
v16• trr �" FL PE#58201
71 r 10 L 1239 JABARA AVE.
3/t6" fi •• NORTH PORT,FL 34288
• • PH.941-38D-1574
• •• • • • • ••• • H
PVC GLAZEBEAD-S-6064
SCREW SOPPORt-P-31"13 ' • • •• EXTRUSIONS&B.O.M.
DPAWN DATE:
• ••• ••• ••• • • ADE 05/05!07
• • • • • • • • DWOa:
•• • • • • • •• • • CWS-159 D
• •• • • •• • • •
00 • • ' ••• • SHEET
1:1 5 OF 8
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
IV MAX.O.C.(TYP.) q•MAX,OW.) MAX O.C.(1'YP.) wmwwmnmffl
a�l�NJU
8"MAX(fYP.) SEE NOTE 2 4"MAX(fYP) SEE NOTE 2 1 S SW 44TH AVE
8"MAX(7YPJ ————— WWWW..CWS.CC FLORIDALA 34474
I I I ----- I
I 8300 PVC
I 1 M�AXoc. I I PICTURE WINDOW
INSTALLATKXd (TN?.) I INSTALLAT1oN IMPACT
ANCHOR ANCHOR"P.)
1MAXO.C. I I )
"P')
I I I Lu I'm
I ( I � waam
I I I Ig o
I I I I W ¢ � w
a �
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) o v m a O
OP+/-55 PSF DP+/-65 PSF Z
��tNfftiffq
`.r; NO 58201 t "L
S
NOTES: : STATE OF "Wfi:
I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. *-A 0
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
7l�7NtO/f�AW��gq,
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z:-
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#
BE PROTECTED TO PREVENT REACTION. 1239 JABARA RA AVE.A
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE WSED IN SLWS'RiA'IES04 S:R6G=4S•I.ESS THAN THE MINIMUM NORTH PORT,FL 34286
SPECIFIED IN TABLE 1,SHEET 8. PH.941-380.1574
•• '.'^•A i ••i i•i •• G
Y
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEIQVb� A 8%4,IF•4SfED;N )Spg&MTE. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN DATE:
• ••• ••• ••• • • ADD E 05105/07
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANS4 WIND DABS t-ME STRUCTURE. DWG e: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MATrIOT EE CRACHED. • • •• • • CWS-159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT'VERSION OF THE•REFEIENCE Dd"E": SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) 120 6 OF 8
••• • • • • ••• • •
0 •• •• 600
• •• ••
vvro�ly
6' — �mrEmqs
r
4'MAX(TYP.) 8'MAX O.C.(TYP.) 1900 D 44TH AVE.
MAX(TYPJ 75/8'MAX O.C.(TYP.) SEE NOTE 2 4-MAX(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474
6'MAX(TYP.) WWW.CWS.CC
———————————————— ————————————————
I I I 8300 PVC
sI
I PICTURE WINDOW
�.O.C. I ((TYP-) i IMPACT
INSTALLATION I INSTALLATION
o0
O ANCHOR(TYP.) I O ANCHOR I TYPJ {y Y w W
I I F w Q Q m
j I j Ig co
o
N N ; Z
I I i I (L
$3
I IL IL
——————— > > > O
--------- o U m Q z
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �i
DP-a-85 PSF DP+/85 PSF w��aWDRE%r��t►►ruUaqT*i4
r Na 58201
NOTES: :3f: STATE OF r
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ��i�Ft9 ....RA..
2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE If 58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUeST#IAYEsvAm"GOSI.ESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 8. • • •• • • • • • PH.941-380-1574
• •• • • • • ••• • SHEET DESCII[PTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BE)iQM8 W4J BITC4,IF•IAD:Nlp SpIdIrmTE. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY: DATE:••• •:• ••: •:• ""•��•""�� !• ADE 05/05/07
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AR INSTALLED TO TRANSFER WIND tf�A[)S y`�4E STRUCTURE. UWGr.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAT f OT Bf•CRAC11D.• i• • •0 a j CWS -159 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THEeREFEFRENCE D(LAIENTS: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
••• • • • • ••• • •
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
TYPICAL.HEAD ANCHORAGE BY OTHERS &SME10
1/4 MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCAS FLORIDA 34474
SEE TABLE 1 1/4 MAX SHIM SEE TABLE t W W W.CWS.CC
SUBSTRATE BY OTHERS � MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT S3I�PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR PICTURE WINDOW
SEE TABLE 1
INSIDE AND OUT SEE MINTABLE 1 ENT IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4'MAX SHIM
PERIMETER SEALANT
PERIMETER SEALANT BY INSTALLER c 0
BY INSTALLER
INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR <L Y W W
SEALANT BEHIND SEE TABLE 1 a < m
FLANGE BY INSTALLER SEALANT BEHIND
FN BY INSTALLER cg� t�C� a
INSTALLATION ANCHOR N
B HORIZONTAL SECTION C HORIZONTAL SECTION O
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE \,V TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION I?v F.i Z >
cc m W
Lu a C
2
a
a o 12a
W
SEALANT BEHIND 1/4'MAX SHIM ❑ U m Q Z
FLANGE BY INSTALLER
e �prurlgy
IMETER
BYIV
RNSTALLER�T SEE TABLE 1M ►,,`+CO F'L0•�♦Gi
INSIDE AND OUT :-4 51 101 i��x
SUBSTRATE BY OTHERS ,O�S
SEE TABLE 1 MIN.EDGE DIST. r
SEE TABLE 1 " STATE OF `Ztt
SEALANT UNDER SCREW VERTICAL SECTION 0,04
SEALANT <
HEAD BY INSTALLER g ;;R t .•t ?
♦ t4� • u••
TYPICAL SILL ANCHORAGE
X�
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE LUCAS A.TURNER,P.E.
RAIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116'ITW TAPOON 1-1/2' 1-1/8' 1239 JABARA AVE.
PERIMETER SEAbA NT • • • • NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT FILLED CMU 117 PCF MW 3116'ITW TAPCON 1' 2' BY INSTALLER• • • • e • • PH.9 ORT,-1574
FLANGE CONCRETE(285 KSI MIN.) 3/18'ELCO I�TRACON t• 1• INSIDE AND O •• • • • • •
• b HORVANTML SE819ON of SHEET DESCRIPTION:
fl C F IOM
FLANGE 2XMIN SOUTHERN PAVE(Ci=0.55) OR C ULTRACTAPCON 13/8' 7/8' •• • FI SI SI R BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: TE:
FLANGE 16 GAUGE(0.08n MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND4RQJ-U19f @ A BO*PRAMEOWPLIC.TION IS CCEPTABLE PROVIDED: ADE 05/05/07
7/18' !!
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' MIN.114 AA•iLET(VF CQNIUCTIQN GLAD H i CAULK IS APPLIED UW'-of
1/8'ALUM.(6063-75 MN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD 7/16,
FLANGE INSIDE VAN�MU'T�PULL P9 glmuEi p=IN',T • CWS-159 D
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' PRODUd1'ANCNiflRAGE ISIN ACCORDANOErIMITH REQUIREMENTS AS SHEET
FN 2XMIN SOUTHERN PAVE(00.55) #S WOOD SCREW 1-1/2' 7/16' SHOWN FOR FLANGE WINDOWS. 1 2 8 OF 8
••e • • • e •e• • •
• •• e• a e • •e •e
T r
8/5/2015 Florida Building Code Online
as ® e„® 0 • �
Npnend BaS Home I Log In I User Registration I Hct Topics I Submit Surcharge I Stats&Facts I Publications I Fat Staff ( Otis Site Map ( Links I Search
Bus1nes
ProtessiAl product Approval
GOSER:Public User
Regulation
Product Aomoval Menu>Product or Application Search>Application List>Application Detaa
FL# FL6890-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekossocws.cc
Authorized Signature Koss Erin
ekoss0cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekossocws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
• •• ,ilathrop@cws.cc
• • 0000 • ••
0000•• • • •
0000•• •••••iCategor • Windows
• • •SubcatSgqry Casement
•
• • 0000••
0000•• •• •
•••:•• •• • •Complian&.A&hod Evaluation Report from a Florida Registered Architect or a Licensed Florida
•• •••••• Professional Engineer
•••••
0•000••• 0•00••• • • Evaluation Report-Hardcopy
Received
0000
• • • 0000••
•••0 0 e . •• FloridE�ngineer or Architect Name who developed the Lucas A.Turner
• • • .*E valuIP116A'Atoort
00
•00•• 0000 Florida Liien% PE-58201
•
040000 Quality•Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL6890 R5 COI EvalRep CWS-161C(CA-8400.IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
https://www.floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIWYUmo%3d 1/2
8/5/2015 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/23/2015
Date Approved 06/23/2015
Summary of Products
RL 0 1 Model,Number or Name Description
6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement.
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL6890 R5 II CWS-161C(CA-8400,IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other.8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6990 R5 AE DuPont PVB NOA 13-0129 27.odf
psf,Max.Size 37"X 72".Outer lite in I.G.to be fully tempered FL6820 R5 AE EvalBw CWS-161C(CA-8400,IME),
when used 30 ft.above grade in HVHZ.Glass complies with FL6890 RS AE O au nex( ikron)NOA 12-1017 02.txif
ASTM E1300-04. Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address Ifthey have
one.The emalis provided may be used for off clel communication with the licensee.However emali addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an small address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please dick lilt.
• •• Product Approval Accepts
• • •0 0• •00 • ••
0000•• • • •
• • • • •
0000•• 0000•• amrarts
•
• •00•0••
• 0 •
0.00.0 •• • 90 ••
• • • •
00.90 • •• ••00.09
00000 • •000
• 0 0000
• 0 • 00.00•
0000•• • •• �
• • • • 0000••
• ••• • • ••
• • • 9
0 0600•
https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%3d 212
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 161C
April 18,2015
Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72"
unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass
Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 51'
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3673-1,-lA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A,from
National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-
2005,and ASTM E 1886/1996 2002/2005
4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-161C.
Limitations of Use: This product:
• Maybe used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air-
1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann.
..or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass
•; ••�••Uequije saouter lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade
• 9equires max.glass daylight sizes as shown in CWS-161C
6666.. ..t..
• '• 'AchieLes design pressures of+/-67.5 psf
• 6900..
js larg Amis rile impact resistant and does not require the use of shutters
•0.•6 . •'.May lte.vftj in the High Velocity Hurricane Zone
00000 0 09 Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271
:6666: • • •Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021
• `�I have e,0d4Wdd the interlayer and framing materials in these Dupont and Quanex NOAs and find
•. �
6666.. .. #lamduct.they Wj1i?!j with the requirements of the 5t'Ed.(2014)Florida Building Code for use in this
• . .
' '
.669
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
° pRi t+y A
��i� 1�#mmmmmmmmm �' �,/►
w;' No 582411 4/18/2015
r
* 4 Lucas A. Turner P.E.
;+ STATE OF :fv FL PE#58201
'tea'• e o aaN,
�r`itP+tA,t �s,�► 2171 20'91 :W
CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDu�� Lp f�T'71
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE
361/a• EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA.FLORIDA 34474
MAX OVERALL 361/4• AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS W WW.CWS.CC
FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1896 PER THE FBC.
3T 3T
UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8=PVC
MAX SASH WIDTH MAX SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASE
RIGHT. IMPACT
——————————
4.DESIGN PRESSURES:
———————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER a c
731/a• I I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04.
LL W W
MAX I / I I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN <.< m
FLAN I I 641/4• THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION 0
HEIGHT I I MAX FI ` I I DETAIL.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD 0
OVERALL B I I I B ANCHOR CALCULATIONS. Ii
HE
FLANGE
I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE Z w
I I NOT REQUIRED. w w 12
4. I `][, I �. X I ]� 7.ALL FRAMES AND VENTS FULLY WELDED. 12 a
MAX GLASS MAX I GLASS a
<
uNrr I I DLO1aH1 i i DLO 8.SERIES/MODEL DESIGNATION CA-8400. > > o
HEIGHT
/ I 9.THE DESIGNATION X
X==OPERABLE SASH STANDS FOR THE FOLLOWING: U m Q Oz
I I s 61• I , Ii�+u++uut,
70• mAxH I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX I I / LOCATION.
\ g. HEIGHT I I •G�.'�,\ SF. ,��
SASH
No 58'109
HEIGHT i i B I , I �
I I I 19 STATE OF =
A
301/2"
g GLASS DLO Z
3011Y RIGHT HINGED-SHOWN 41182015
GLASS DLO LEFT HINGED-OPPOSITE
LEFT HINGED-SHOWN LUCAS A.TURNER,P.E.
HT HINGED-OPPOSITE FL PE#58201
•• ••• • • • • • •• 1239 JABARA AVE.
• • • • • • • • • NORTH PORT,FL 34288
• • •• • • • • • PH.941-380-1574
• •• • • • • ••• •
• • • • • • • • • SHEET DESCRIPTION:
•• ••• •• • GENERAL NOTES AND
TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
DRAWN :
GENERAL NOTES&ELEVATIONS.......1 37"X 63" +/-65 PSF • • ••• ••• • ADE 05105/07
GLAZING DETAILS.... +/-67. P
SECTION VIEWS....................................3 • • LARQ MIgSIIyE 1 nwaa:
ExrRusloNs&B.O.M...........................a NON-HVI-Q +/-65 PSF CWS-161 c
ANCHOR SCHEDULE&NOTES............5 37 X 72
INSTALLATION DETAILS.......................6 � +/-67.5 PSF • • ••• • 1:15 SOF 6
• • • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
• • ••• • • • •••
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PARTS LIST 3 llr FRAME AND
ITE1M PART# DESCRIPTION VENDOR MATERIAL SASH CORNER
1 H-60308 R., .,MA ,H D IK N V CONSTRUCTION
2 H-60306 FFL,CASE.,MAIN,SILL MIK—RUN— --P-VU-
3
3 H-6030 E., A ,JB., M RON V 2
1900 SW 44TH AVE.
4 H-60306 FR., E., AN,JB.,LEFT I P C 3 7132^ OCALA,FLORIDA 34474
5 H 6030A FR, E., /FW M PVC321 4 � ^
W W W.CWS.CC
6 H-6008 A P RA M N PV
7 -6006 SASH,CASE.,BOT.RAIL PVC 1118' am PVC
8 6m SASH,CASE.,SIDE RAIL,HINGE M PV PVC GLAZING BEAD CORNER WELD CASEMENT
9 6008 A E., IDE p, M N PV C
S 6osa (ALL SIDES) IMPACT
10 H-1592 SCREEN RAIL,SIDE/BTM KE7ffA-RR--—ArOW- L
11 — H-1593SCREEN RAIL,TOP SIDE KEYMARK A PVC FLANGE FRAME
12 LAS UffffNEET 2 H-60308 �n
13 P-3028 .BLK.,85 DUR.,1/8"X7/8"X 2"L-G. FRANK LOWE RUBBE
h )L1
14 P-3029 SC EN LIFT 2 11!32" 7Jt8^� oro
15 P-3113 SCREW SUPPORT FOR PVC TEAM PLA TICS RUBB R 21W-
16 P-3195 SCREEN SPRING,NO HOLE N D 8 Pu g g m
1 P-31 7 N E & L 7 vts• v,c u�
18 P-3217 WSTP.,WHRE LEAF SEAL,FRAME AMESBURY R BB R 2I/e s 9 COIL, 062 X.656 COI .05 X.4719 P-3228 EN PONE,.155 DW,BLK APA z0
1/19" P4491 P-4050 t220 P- 21 SPACER,DURASEAL,SEESHEET DURAWEATE TR
>
21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONEL ¢ O w
22 P-3429 -W-97771.270 X.187 BAC ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH a a w , D=
23 PURFE "H',SIKAFLEX 552 HENKEL,SIKA H-6008 0 0
24 P-3539 #8 X 3/4"QUAD PH TEK,ZINC,
25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17 17W > > o
26 -3587 #8 X 1"PH FH TE 2,SS,SCREW FA NAL S U m ¢ O
27 P-3613 CW LBL(LOGO) t0 z
28 P-3685 -8400 OLD .LABEL TAB t ^ t 11 ,,��µtmhsq•i
29 P�7 PPL 1!2" M&M NYL N tn6^ tne^ ,g io2REW
30 P 3881 TEMPO
RARYLBL F DP) ,��fiGq+;•��GsF
31 P-3940 SNUBBER, PV SCREEN RAIL SIDE/BTM SCREEN RAIL TOPSIDE �3�r N. 58201 ;mow
:9- P-4003 TIE BAR GUIDE, TO.HDWE. ROTO S H-1592 H-1593 G. *?
33 P- #8-32 X1/2"PH PH,M S (ROTOHDWE.LOC FASTENAL tsi * rrt a`
4004
34 P 4005 SUPPMTPUATE,LUCK,8S,ROTO HDWE. (Use w/P-4006) ROTO IPA STATE OF tu:
35 P-4006 LOCK,MULTI-POINT,ROTO HOWE.,WHRE 36 �
P RO 37 -4009 TRACK&SLIDER AA (OR LEFT/RROTO P SE ,ROTO D
OPERATORS OP N S ME ROTp S 3 vs'� �a^� �'�ig6`ifiAL� +��?�'•
(13 f1 5 „N6• ' �monaN+
38 P-4010 STUD KT.,ROTO OPER.,LH.,RO HDWE. S 9:7-
39 P4012 $HIM,ROTO OPERATOR,ROTO H . 4.8mm) NY N SASH REINF. 4!18/2015
40 P-4014 ,STD, P ,RO WE.(W ) ROTO S-1505
41 -4018 RIG OPEN LUCAS A.TURNER,P.E.
42 1 -4020 RT WASHER,ROTO OPER,ROTO H WE. ) ROTO S a,rr FL PE#56201
43 P-4021 108-32 x WC Quad FH 1/16" ,MS,88,ROTO OP.,RCTCA L S tits" 1239 JABARA AVE.
44 P-4024 GAS ET TO ER.,ROME.,1/16" HOP o • •• i • ••• NORTH PORT,FL 34288
•• • • • PH.941-380-1574
45 P 4031-P-4040 TIE-BA TO HDW E.1 5 L K O (B O H T.) TO •• •i • • • • SHEET DESCRPT :
46 4050 AV .COIL-ALUMI 5052- (.0.50 .437), D PRECISIONSTEEL- ALUMt, ••• ••i ••i ••• • • 3'
47 4043 E,MULTIP I &ML N BOM AND EXTRUSIONS
48 P-4 /J'8 x 4"PH FLAT TE K SS FALSTENAL --99—
494491 F.COIL- LUMINUM,5052-H32 .062 X.656),HD P C 10 TEEL AL PVC FIN FRAME SCREW SUPPORT DA ar: DA :
P-3113
50 -4641 #8x5/8'PH FLAX TEK,#7 HE D,SS FASTENAL •� �•• ••i •:• ••• ••• ADE 05/05/07
51 -1505 EINE.CASE. A YMARK A • • • • • • • • oe:
52 -6064 LZ-B .,7 8' M R N •i i• • i • i• • •i i i CWS-161 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • ••• • SHEET
2:1 4 OF 6
••• • • • •
or • •
• •• •• • • • •• ••
••• • • • ••• • •
T MAX.O.C.(m.) 7
121/2'MAX O.C.(TYP.) SEE NOTE 2 4 MAX(1'YP•) amm
x6m
6'MAX.(TYP.) SEE NOTE 2
6'MAX(TYP.) 4" (TYP MAX ') 8'MAX.O.C.(TYP.) 1900 SW 44TH AVE.
121/2"MAX O.C.(fYP.)-F�. - -.tI 4"MAX MP.) SEE NOTE 2 OCALA FLORIDA 34474
6'MAX"P.)—�-� I SEE NOTE 2 4"MAX MP) W W W.CWS.00
8'MAX(1'YP.)
I 1 1 1
• 8400 PVC
MAX O.C.
10" ) CASEMENT
MAX O.C. w IMPACT
(fYP.) MAX O.C. /
(TYP-)
X 14MAX O.C. X
(TYP-) x X pp 0
1 1 ` /� ANCHOR TION Q
(1YP.}
INSTALLATION \
INSTALLATION ANCHOR(TYP.) 0
ANCHOR(fYP.) \ ♦ ` v c tq
a,
L�F8"THRU FRAME ANCHORE'
6'THRU FRAME ANCHOR Q
HINGE SIDE JAMB(TYP.)
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.)
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 3T x 63"
ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) U m Q z
FOR UNITS UP TO 37*x 72' FOR UNITS UP TO 37"x 63"
,`o EE N 3F•;Yi,;moi
No 5
� 820q
NOTES: STATE OR f v$�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��il O OfD,.'e'
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16-IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/18 5
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS X TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE#1SBDMIi SNBS-6RATf•S W IJH,STRE THS LESS THAN THE 1238 JABARA AVE.
�4 MINIMUM NORTH PORT,FL 34286
SPECIFIED IN TABLE 1,SHEET S. • • • • • • • • • PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE AVON[ O��CItS,r Uj2(t INTOS•UBSTRATE. SHEET DESORPTION:
INSTALLATIONS TO SOLD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT ANDWHE>itJB�eTFiAi�ii • • • •• ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1"FOR WOOD AND METAL DRAWN BY: .
ago
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTAL ED T4TR R W&8,�OO J'O THE STRUCTURE. ADE 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATP-j ICAY IIOT BE CRACKED.• • • • 6 0#: .
•
8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CWW&T 4ASION 8F.-ME R:PEAENCۥMC(Nu WTS:
NV
FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMADMA 250(BOX WINDOWS),FMA/AAMAJWDMA 300(EXTERIOR DOORS) SHEET
120 5 OF 6
••• • • • • or • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
SESTA BEDMENT (/ T7//��
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE l4 imw
BfflY OTHERS YVINDdW SVSTEN93
1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
INTERIOR 1800 SW 44TH AVE.
By MIN.EDGE DIST. SEE TABLE 1 SEE MRS'
OCALA,FLORIDA 34474
ol SEE TABLE 1 1/4"MAX.SHIM W Ww.CWS.CC
SUBSTRATE BY OTHERS IN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT 1 f 84W PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION CHOA CASEMENT
INSIDE AND OUTLER MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4'MAX.SHIM
PERIMETER SEALANT
PERIMETER SEALANT BY INSTALLER a Q
BY INSTALLER INSIDE AND OUT g m
INSIDE AND OUT INSTALLATION ANCHOR W I WO }
SEALANT BEHIND SEE TABLE 1 F Q 6 m
FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLERINSZO
INTERIOR HORIZONTAL SECTION
CB� ��HORIZONTAL SECTION
SEE TABLE
ANCHOR a o >
SEE TABLE/ 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ ¢ LU
a a 5
NOTE:ADDITIONAL THRU-FRAME ANCHORS o 0 c
(AS SHOWN IN DET.B/6)REO'D AT THE HINGE < C�
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. w
> > c
SEALANT BEHIND 1/4'MAX SHIM
U m Q Z
FLANGE BY INSTALLER
j342,,,,�iitfObfgffl
PERIMETER SEALANT ,���a ,. G E N g��.� 4i
BY INSTALLER MIN.EMBEDMENT V
INSIDE AND OUT SEE TABLE 1 J, :L %
..v; No 58201 .�
SUBSTRATE BY OTHERS 14 :-a' fir
SEE TABLE 1 MIN.EDGE DIST. i9l3:t• STATE OF J rvfi
SEALANT H INSTALLER SCREW SEE TABLE I
�1 VERTICAL SECTION ¢,,,� t p»1 O pj•.Q' ,Y
8 TYPICAL SILL ANCHORAGE rytj$�OIPMA� �ti�
4/18/2015
z�
TABLE 1:APPROVED INSTALLATION FASTENERSSLUCAS A.TURNER,P.E.
FRAME TVPE SUBSTRATE TYPE ANCHORTYPE buME ENT IMMEDGHDIS'G FL PE#RNER
FLANGE CONCRETE, 58201
0 KSI MK) 3116'ITW TAPCON 1-112" 1-1/8" PEROAETER 1238 JABARA"I-
FLANGE HOLLOWROUTFR.LED U(117 F MIN.) 3/16'ITW TAPCON 1' 2' BY WST�• • • • 4 • NORTH PORT,FL 34288
INSIDE OUT • • • • • • • • PH.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1' 1' • /of H5RVNtk"Zj
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRAOON 1-1/4" 2-1/2" •• • DE :
3/18'Ii1N TAPCON •• ••• •HEgQ I TA
SIV
FOR SOX INSTALLATION ON
FLANGE 2X MIN.SOUTHERN PINE(00.55) OR ELCO ULPCON 7/8' INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE DRAWN BY': .
16 GAUGE(0.06(')MIN.STEEL STUD #10-16 HLTI KWK-FLEXOR ITW FULL THREAD UP TO AND INQ"ING�FME APPLIipAmol IS ACCEPTABLE PROVIDED: ADE 05/05J07
FLANGE 7/16' • • •
(33 KSI YIELD MIN) TEKS SELF DRRIWG SCREW THRU 0.060' MIPI* FI O COItlSTRU6TION GRADE 114SIVE CAULK IS APPLIED DWG°'
1/8"ALUM.(6063-75 MRV.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD
FLANGE 7/16' INSIDE( D r-U%P RI Fi!13Y TIRLOR. CWS-161 C
1/8"STEEL(33 KSI MOV) DRR UNG SCREW THRU 0.125' PRQMCT AN HORAG6 SIN CORD"?*gA REQUIREMENTS AS scALE;
FW 2X MIN.SPRUCE-PONE-FOR(G=0.42) #8 WOOD SCREW 1-1/7 7/18' SHOWN FOR FLANGE WINDOWS. SHEET
1:2 60F6
000 0
• • • • • • • • • •
• •• •• • • 1 •• ••
••• • • • 000 • •
s t
8/5/2015 Florida Building Code Online
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BusonWWe11°°s����''��
Pro 'd
I product Approval
USER:Public User
Regulation
Product Approval Menu>Product or Application Search>Application Ust>Application Detall
FL# FL14850-112
Application Type Revision
Code Version 2014
Application Status Approved
Comments
ArchivedI
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekossocws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i-� Evaluation Report-Hardcopy Received
:**a*:
: 0 ••Florida Engineer or Architect Name who developed the Lucas Turner•.a•• •••• Evaluation 4aport
• • • Florida lucent PE-58201
0000•• 0000••
• • • Qualitj Assurance Entity Keystone Certifications,Inc.
•• • Qualityance Contract Expiration Date 07/21/2020
••••*0 ••• 0 Validat en►Bp• Steven M.Urich,PE
•00000
00.0 • 04' •••••• 41 Validation Checklist-Hardcopy Received
00.09 0 0000
• • 9 9 99•• • 9
••999• • • 99.
• • • Certiflcate of9 Independence FI 14850 R2 GOI EvalReo CWS-6418(FD-8750.IMP).odf
60.000
0000•• • ••
• 999.9•
•
• ;•; ,• Refegnce= Standard and Year(of Standard) Standard YAK
*00000 •••0 • • • AAMA/WDMA/CSA 101/I.S.2/A-440 2005
0000 ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS/201/202/203 1994
https://www.flotidabuilding.org/pr/pr app_dtlAspx?param=wGEVXQwtDquHlPzfcPouW7oGhYGF3pWxjAQ%2f%2fSOvrM4XRGwKNsNoA%3d%3d 112
8/5/2015 Florida Building Code Online
Equivalence of Product Standards
Certifled By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710
Sidelite,Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14850 R2 II CWS-6418(FD-8750.IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Large Missile French Door w/Sidelights,Max.French FL14850 R2 AE DuPont PVB NOA 13-0129 27.odf
Door 6'x 8',Max.Single Door Tx 8',Max.Sidelight Tx 8',DP FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf
+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalReo CWS-6418(FD-8750.IMP).odf
FL14850 R2 AE Ouanex(Mikron)NOA 12-1017 02.Ddf
Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:SSO-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address Ifthey have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,
please dick hM.
Product Approval Accepts:
• *•
• •00•
• 00• • ••
0000•• • • •
• • • • •
0.0000 0***0•
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• • :9:96:
0000*0 •• • •• ••
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0000•• •
•*•0.0 0000
• * • 0000••
0.00.0 • •• •
• • • • 0000••
•
0 000 • *• ••
•
0000•• 0000 •• •
•
https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDquHlFzfoPouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGWKNSNOA%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 641B
April 18,2015
Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8'
nominal panel size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3761-1,4A,-lB,-1C,-2,and-2A from National Certified Testing
Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-
2005,and ASTM E 1886/1996 2002/2005
4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-641B.
Limitations of Use: This product:
• May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes,
with glass types and max.glass daylight sizes as shown in CWS-641B
• Achieves design pressures of+/-70 p.s.f.
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer
(integrated or separate)diameter of 0.420"min.
• Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021
• 14•have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
..•. ••
44they oompl y with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this
•• yquct. •
• Cg tifi�atiori dMependence: I do not have,nor do I intend to acquire,nor will I acquire,a financial
••... iiiteitj in Ci;f 4ip:Vindow Systems or in any company manufacturing or distributing products for which
••• •• this report is lVing issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
• !0
...... nt any other&UIVAvolved in the testing or approval process of this product.
• • • •0:000 f �i14i1�1J����
0000•• : 0000 0000••
•
0.0000 0000 •• 44
•
Soo*• ,�+o No 58201 '.�.. 4/18/2015
'a Lucas A.Turner,P.E.
;�: FL PE#58201
:9 0% STATE OF
aI��® : i• 'rr�
p t O�� �` lu A.T'
0*0 2015.04-16 0
GENERAL NOTES:
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
79'MAX.FRENCH DOOR WIDTH 36 3/16'MAX IN ASTM E 1996 PER THE FBC. W W WCWS•CC
SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4)
37 5/8'MAX 33 518'MAX 8700/10/50 PVCs
PANEL WIDTH PANEL WIDTH 3 CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSW ING
26518' 225/8' w/SIDEUTE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR
GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT
4.LOCK OPTIONS:
U12
UPTO6'8':gr 9T A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS.HANDLE SET @ 3W
MAAXX U� B.MORTI E LOCK w/TWO(2)INTERIOR FLUSH BOLTS.UNIT E HEIGHT HANDLE SET c(@ 34'HEKiHT C C ED 94 5� C.MHANDLE S(@ 34) a95 8' )( )( FLUSH BOLT ON 12 MAX, ABOVE 6'8": NL INACTIVE PANEL PANEL A MULTIPOINT(5 PT.) 2
HEIGHEIGHT HANDLE SET @r 34" O
B N
84 3116" 11 83 5V 5.DESIGN PRESSURE RATING: $ R Z >
GLASS SEE GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w w O ¢DLO DLO GLASS TABLES ASTM E-1300-04. 0.
waNOTE 4 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o o —
INFILTRATION TEST PRESSURE AND GLASS TABLES asx40'MAX SINGLE ASTM E-1300-04. ? QADOOR WIDTH D 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED11 37 518'MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m aZ
FRENCH DOOR PANEL WIDTH SIDELITE DETAILS.WINDLOAD DURATION FACTOR C&1.6 WAS USED FOR WOOD
26 5V ANCHOR CALCULATIONS. i!.
LASS DLO ��++,o0RE�!"••��i
A NOTE. 7.PRTS APPROVED PROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
81/2' HINGE SPACINGS ARE 8-1/2'
97" FROM ENDS AND 20'MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS
MAX 20" FOR 81'TO 97'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD.
UNIT HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. X90 STATE OF `
10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: •��i, s�Q R,«OQ
95 3/16" X I X=OPERABLE SASH,O m FIXED SASH qry+pAtA� ++•�
MAX
PANEL B B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILARHEIGHX�
LOCATION.
411 W-0 15
843/16' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E.
GLASS SEE SEVERE WEATHER. FL PE#58'201
DLO NOTE 4 I 1239 JABARA AVE.
1 13.QUALIFIED PAME ATNF LOCKSETjf3EAQ T WARE IS
81/2' GRADE 2 BY PAMEX AND DELANVi • • • •'*••'' i�� iw • ' NORTH
PH.941-380-157 4
A 14.MAX PANEL WIDTHS APPLY TO Alt JONFI(PJRR•TIONSA'Muµayjys ••SHEET D :
NON-MULLED UNITS. •• ••• •0 • • • •• GENERAL NOTES AND
TABLE OF CONTENTS SINGLE DOOR ELEVATIONS
GENERAL NOTES..ELEVATIONS.........-3 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATI DRAWN W. DATE:
GLAZING DETAILS....................................4 •
SECTION VIEWS....................................5-7 SINGLE • • ••• ••• • . ADE 09/08/11
BOM..........NS.............................................s 37-5/8"x 95-3/16" 14---70 •' ; o a .:
ANCHOR
10Ns.............................................9 FRENCH PSF LARGE MISSILE IMF:ACT ' ; . ;• • •� &VS-641 B
ANCHOR SCHEDULE&NOTES..............10
INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" ' • 00: SHEET
1:35 1 OF 12
• •• •• • • • • •
•• ••
••• • • • 900 0 •
36 3116"MAX 151318' UNIT WIDTH �ftmnxmSIDELTTE WIDTH MAX FRENCH DOOR WIDTH
19W SW 44TH AVE.
OCALA,FLORIDA 34474
33 SW 37548"MAX WWW.CWS.00
PANEL W IDTH PANEL W IDTH
8=10/50 Pvc
97" SWING DOOR
MA
uUNIITT IMPACT
HEIGHT
94 SW 95 3116"
SIDELITE O X X 1 O PANEL v v Q
HEIGHT HEIGHT $ c
FLUSH
Y pw
[!DLO
5!8" O tT 84 3116" a m
DELRE SSEE INACTIVE DOOR
ASS NOTE 4 PANEL GLASS O
SHT1 DLO
a o m
8Rz
5
w w.22 O cr
5J8" 26 5/8" a a y
GLASS DLO GLASS DLO
FRENCH DOOR WODELITES
w
> > c
ma0
',���NtNtltty►4
1153(16'MAX UNIT W IDTH
76 3/16'MAX UNIT WIDTH ♦♦�y � W re
36
363116'MAX 79' `♦♦G@�.��GBNSC.'•y'piy�i'�
SIDELITE WIDTH MAX FRENCH DOOR WIDTH 36 3116"MAX 40"MAX SINGLE 4 t� 58201 ,fid r
SIDELITE WIDTH DOOR WIDTH Na= S *3
33 5/8"MAX 37 6V MAX 33 5✓8"MAX 37 5/8"MAX
PANELWIDTH DOOR WIDTH PANEL WIDTH DOOR WIDTHO{L W.
$TATS OF J�V
MAX
UNIT MAX
HEIGHT UNIT
HEIGHT
953116' 4/18/2015
SIDELITE O X X 953/16" SIDELTTE PANEL LUCAS A.TURNER,P.E.
PANEL HEIGHT O X HEIGHT FL PE#58201
HEIGHT 1239 JABARA AVE.
FLUSH • JG
• • • • • NORTH PORT,FL 34288
SI ELI BO.T 835V • " • • • • • • • PH.941-380-1574
GLASS
TE ON 84 3/16• SIDELITE • • • • • • •
GLASS SEE EL GLASS DOOR GLASS SEE • • • • ••• •SHE De :
DLO NOTE a GLLASS DLO NOTEt14 • • i ••• •• GENERAL NOTES AND
SHT 1
ELEVATIONS
)RAWN 13Y. DATF:
�22�" 26 rte" 22 2 • ••• ••• • • ADE 09/08/11
GLASS DLO GLASS DLO GLASS DLO GLA•S O •• • 5ww#;
SINGLE DOOR w/SIQF}}fE i• • i • i• • •• 4WS-641 B
FRENCH DOOR w/SIDLITE • • • ••i SHEET
1.35 2 OF 12
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ftm40'MAX SINGLE 79"MAX.FRENCH DOOR WIDTH 363/16'MAX �7�/§
DOOR WIDTH SIDELITE WIDTH Q
375V MAX 37 5B'MAX 33 518"MAX 1900 SW 44TH AVE.
PANELWIDTH PANELWIDTH PANELWIDTH OCALA,FLORIDA 34474
26W 26 5w 22 5/8" WWW.CWs.00
GLASS DLO GLASS DLO GLASS DLO
NOTE:
81/2" HINGE SPACINGS10��PVC
8� FLUSH ARES 1/2 FROM 81"MAX FLUSH 81' SWING DOOR
MAX BOLT 21 5/18. ENDS AND 21-5M6" ulALT U"� IMPACT
UNIT MAX O.C.UP TO HEIGHT HEIGHT
HEIGHT 81"UNIT HEIGHT.
793/16" 78 5/8" m
79 3116' PANEL PANEL
PANEL X HEIGHT X X HEIGHT a `r
HEIGHT I _T
68 3116" SEE 68 3116' GLASS
SEE GLASS Y w
>-
DLO NOTE 4 GLASS
�� NOTE 4 DLO Q m
SHT 1 SHT 1L co
Lur p
SINGLE DOOR FRENCH DOOR SIDELITE z >
¢ 0
(L a
81 16 o
m ¢ 0
,,ttttttutt�y�,
1513/8'MAX UNIT W IDTH —1123/8"MAX UNIT W IDTH �.�`� pt
363116"MAX 79'MAX FRENCH DOOR WIDTH 363/16'MAX 40"MAX SINGLE .......
SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH
33 518"MAX 37 5/8'MAX 33 518"MAX 37 5/8'MAX k C
PANELWIDTH PANELWIDTH PANELWIDTH PANEL WIDTH
r�0: STATE OF ��
1" FLUSH 81'
8FLUSHj O R 10Q'0����,
MAX BOLT U BOLT •�i•�$/pNA ��4
HEIGHT 79 3118' HEIGHT 79DO311(r tells
OR78 5J8" EL 78 5/8' PANELAN
ZZ
SIDE 0 X X 0 HEIGHT SIDELITE 0 X 0 HEIGHT 4118/2015
HEIGHT HEIGHT
67 518' 683/16*DOOR 67 5/8" 683116" LUCAS A #58201,P.E.
FL PE#58201
SIDELITE SEE GLASS SIDELITE DOOR 1239 JABARA AVE.
(GLASS NOTE 4 DLO GLASS ••• GLASS1239
PORT,FL 34288
DLO DLO • 0.O••• • i 000 PH.941-380-1574
SHT 1
• • • SHFUDE
. •• ••• •• ••• •• GENERAL NOTES AND
GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS
DRAWN BY: DATE:
FRENCH DOOR W/SIDELITES SINGLE DOOR V&PElp ••• ••• • ADE 09/08/11
•i i• • i • i• • •• CWS-641 B
•• • • • ••i • SHEET
1:35 3 OF 12
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MAX.UNT 2SOMMSQLASS TYPES
HEIGHT SIDELITE SIDLEFRENCH 1900 SW 44TH AVE.
1"OVERALL 1"OVERALL 81" AA OCALA,FLORIDA 34474
97" B B BWS�
3116"TEMPERED 3116"TEMPERED
5/16"AIRSPACE 318"AIRSPACE sm/10/50 Pvc
1/2"LAMINATED 7116"LAMINATED SWING DOOR
3/16"ANNEALED 3116"ANNEALED IMPACT
M DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER m
3/16"ANNEALED 3116•ANNEALED a a
SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or 14 w ..
11 HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE"H" a m
O
314"GLASS BITE 314•GLASS BITE a o tQ
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10 10 a a �
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v: No 58201 *1,'A
:�O t STATE OF
••••i$,O,UaR` ,���
z2
4/1812015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
•• ••• • • • • • •• NORTH PORT,FL 34288
• • • • • • • • •
PH.941-380-1574
• •• • • • • ••• •
WI—FT DE IPTION:
•• 0.: •• • • • •• GLAZING DETAILS
DRAWN BY. DATE:
GLASS TYPE A GLASS TYPE B • ••• ••• ••• • ADE 09/08/11
• • • • • AWN REV.:
•• • • • i • ••• QVS-641 B
••• i• ••• i• ••i • SHEET
1:1 4 OF 12
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INTERIORWNDOWsyn"ta
68 7 4dQ 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWw.CWS.00
s4 ' 8700/10/50 PVC
SWING DOOR
IMPACT
1
1s
64
1 1 2 o i
w ¢ m
U LL o
ao
s a1 1 a 1s a as s o
Lil
IL a E
Lu OC
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SECTION VIEW B-B >
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v,• No 58201 •sF�
ZZ
ALTERNATE 1 ALTERNATE 2a t $TATE OF
lossa
4/1812015
MORTISE LOCK w/FLUSH BOLT LUCAS A.TURNER,P.E.
5 MULTIPOINT LOCK FL PE#58201
1239 JABARA AVE.
:�:A
•• ••• • • • • ••
NORTH PORT,FL 34288
• • • • • PH.941-380-1574
14 • •• • • • • ••• •S+EET DESGRFTXX
• • • • • • • • SECTION VIEWS
es
•• ••• •• • • • ••
6 SINGLE DOOR
DRAWN BY: DATE:
ITEMS NOT SHOWN FOR CLARITY:
58 50 51 10-12,13,15-17,22,43,48,54,57-58 •••• • • ••• ••• • • ADE 09/08/11
• •
ITEMS NOT USED IN VERSION SHOWN: •• • • ••• :
• is
CWS-641 SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65 66,72,76 ••• • ••• e• • ••i • SHEET
12 5 OF 12
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
M41DOWMI0405
19W SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
INTERIOR 8700110/50 PVC
SWING DOOR
7 61 3 41 66 14 14 81 ee 7 IMPACT
1
r G
�egm
L� o,LL
a o fA
2S O w
a a
cc
w
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19 4 4 1 1 86 13 2 1 4 1 18 19 444 00 a Z
tNttuiti�t
SECTION VIEW C-C `��Pttp310REt�y�G4
«�OG�*r?.��G E N Sip'•.;Piyi
i
v d N• 58x01
:9 STATE OF W
4r:
4/18/2015
•.,tis�a�A�r���,.
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LUCAS A.TURNER,P.E.
FL PE t 58201
1239 JABARA AVE.
•• •• • • • • • •
NORTH PORT,FL 34288
• •• • • • • • • •
PH.941-380-1574
• •• • • • • ••• •9FIEET DE
• • • • • • • • SECTION VIEWS
•• ••• •• • • • ••
FRENCH DOOR
DRAWN BY. DATE:
NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: • ••• ••• ••• • • ADE 09/08/11
TO SINGLE DOOR,SEE SHEET 6 10-13,15-17,22,26-28,36-39,43,54,57 • • • • o: V.:
ITEMS NOT USED IN VERSION SHOWN: •• • • •• • ••• �yS 641 g
8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 ••• i• ••• i• ••i • SHEET
1:2.5 1 6 OF 12
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
QaOMEIMM
8 INTERIOR 53 a 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8700/10/50 PVC
SWING DOOR
e IMPACT
1a vvI.0
s g ^ o
5 � u-7gm
18 4 4 4 4 fA
O
SECTION VIEW E-E ' N
cc x O CCW
a aq
SEALANT APPLIED TO O
8 1 ADJOINING FACES IL jL LIJ
c
BY INSTALLER
m Q OZ
INTERIOR �+����NOtR&W
#10 HEX WASHER HEAD TEK fifiq�?.�'jG
JOINING DOOR FRAME TO SIDELITE. *0 v J 4 '41itn�r
6'FROM TOP AND BOTTOM v 2 NO 5=1 y A G
17'MAX.O.C.
rS9 $TATE OF -4AUS
t:
LL
4/18/2015
�••is+�NA„ R��•*
5 LUCAS A.TURNER,P.E.
SEALANT APPLIED TO #10-24 x 1-3/4'TYPE F FL PE#58201
ADJOINING FACES THRU HINGE INTO SIDEUTE AT EACH HINGE. 1239 JABARA AVE.
BY INSTALLER SEE SHEETS 1&3 FOI4WN%%WAQIN% • NORTH PORT,FL 34288
• • • • • • i i • •
PH.941-380-1574
• •• • • • • ••• •SHEET DE IPTION:
of ••i ••i ••• ••• SECTION VIEWS
e ATTACHED SIDELITE
ITEMS NOT SHOWN FOR CLARITY: DRAWN M DATE:
SECTION VIEW D-D 10-11,16,22,28,43,57 ••• • • ••• 000 • • ADE 09/08/11
• •
ITEMS NOT USED IN VERSION SHOWN: • • • • • • • R '`
1-3,6-15,17-18,20-21,23-24,26-27,30.39,41,44-46,48-52,5456,58-61,63-71,74-76 •i i• • i • i• • ••• (:NS-641B
•• • • • ••i • SHEET
12 7 OF 12
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • •
••• ••
••• • • • ••• •
PARTS LIST PARTS LIST WNE
ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR �1 H•1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS
2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P5134 SCREW,#10 X 1-3/4'FLAT SQUARE TYPE F @ HINGE FASTENAL 1800 SW 44TH AVE.
3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P5151 GASKET,SIDELITE FOAM HO PRODUCTS OCALA,FLORIDA 34474
4 K18W REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10.24 x 112',FI Undercut PH,18-88S @ KEEPER FASTENAL WWWAWSAC
5 H-1861 REINFORCEMENT,HORM ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM
6 H-1878 MAIN FRAME,SIL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB
7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X314'HEXWASHER HEAD,@ FRAME FASTENAL owl PNC
8 H•1881 MAINFRAME,SIDELIiE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8.32 x 1-1/4'PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR
9 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK
10 P3039 SETTLING BLOCK,1/8 X1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IAAPACT
11 SIAKFLEX 552 or PURFECT GLAZE'H' SIKH-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK
12 P-= SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HFl►D,SILL,SIDELITE ALUM KEYMARK iD .
13 P-3511 SCREW#8 x 518'SQ.PAN TEK @ TERCO BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK
14 P-3587 SCREW#8 X 1',PH FLAT TEK @ ASTRAGAL,INSERT LOC FASTENAL 64 S-1840 COVER HEAD,ANCHOR ALUM KEYMARK $ r C
15 P-3767 SCREW,#10 X 1'HEX HEAD,TEK @ SIDE L fTE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK
16 P-4146 SCREW 08 X3/4 PHIL,FLAT SS TEK @ SIDELJTE SHIM FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK ul
17 P-4278 FUZZY PAD,.200'x 1.250'W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK A. a m
18 P-4522 #10 x 1 114',PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK Z
19 P-4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK LL p
20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 5-1916 DRIP COVER,SWEEP ALUM KEYMARK a o W
21 P-4794 SCREW#8 x 518'SQ.FLATTEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MICRON $ z w
22 P48M ALL THREADED ROD(TIE ROD McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON w w O aC
23 P-4807 HINGE,GUIDE HOPPE 73 5-6084 GLAZING BEAD 17 PVC MIKR IN c a _
24 R4eoerr+a s HIDE,SET HOPPE 74 H-1888 REINFORCEMENT VERT.,SINGLE DOOR ALUM KEYMARK x
25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELJTE AMESBURY 75 GLASS SEE SHEET o c w
26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK > > o
27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P 4887 MORTISE LOCK PADDOCK m a z
28 P-4866 GUIDE,TE ROD NYLON M&M
29 P-4871 TIE ROD BRACKET ZINC SULLIVAN OPWREW
►���t����i���i
30 P4885 SHOOT BOLT,TOP PADDOCK .?�,,JGD• G . 4�1�i
31 P-48M SHOOT BOLT,BOTTOM PADDOCK
32 P 4851 LOCKBAR,INACTIVE,8 FT PADDOCK
32 P-4884 LOCKBAR,MULTPONT,SPT,8 FT PADDOCK 'v, No 58201 z A
I L
32 P-4901 LOCKBAR,MULTIPOINT 4PT 68 FT PADDOCK `*'
32 P-49M LOCKBAR,INACTIVE,68 FT PADDOCK ir
S
33 P4903 HANDLE SET,ACTIVE PADDOCK % STATE OF A
34 P-4905 HANDLE SET,INACTIVE PADDOCK i�F'�.,<O R 1fla r•
35 P-4913 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL
36 P4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M
37 P-4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M ZZ
38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M
39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL
411812015
40 P-4926 SHIM,SIDELRE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E.
ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58'201
41 P 4827 GUIDE,FLUSH BOLT NYLON M&M 1239 JABARA AVE.
42 P-4930 SCREW,#10 X1-114'HEX WAD TEK @ SIDELJTE ATTACH FASTENAL NORTH PORT,FL 34288
43 P�4= NUT,318'-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER ••• ••e i i ••• i i • • PH.941-3B0 1574
• • •• • • • • • SHEET DESCAIPTION:
44 P-4834 SCREW,#12-24 X 112',PH FLAT,MS,@HINGE FAS • •• • • • • •••
45 P-4936 DOOR KNOB,ACTIVE PANEL DELANY ••• 000 ••i ••• i i ••• BOM
46 P-4937 DEAD LT,ACTIVE PANEL DELANY
47 P-4969SCREW,#10 X2'REINF.ATTACH. FASTENAL
48 84997 STRIKE,DEADBOLT PADDOCK
J11AWN 6Y: DATE:
49 P5127 SCREW,#12 X 2',PH PAN,SMS,ANCHOR FASTENAL • ••• ••• ••• • ADE 09/08111
50 P5130 GASKET,DOOR SILL FRONT FOAM HO PRODUCTS i i i • • • • Qe: REV.:
•• • • •• i • ••• :NS-6.41 B
•ALTERNATE APPROVED LOCKSETS:
• •• • • ••
PAMEX GRADE 2 LOCKSET AND DEADBOLT •• • • • ••i • 1:1 gH pF j 2
••• • • • • ••• • •
• i • i i•i i i • i
• •• •• • • • •• ••
••• • • • ••• • •
1 314• 2 3/4• 2 7/16"—+{
�49/16•� I WINDOW MTEM
t 2 5J8' 1900 SW 44TH AVE.
1 3/16' OCALA,FLORIDA 34474
17/16" 1/16' 1 1/16' 9/ 1/16' WWW.CWS.CC
THRESHOLD-1783 HEAD COVER-1840
DOOR HEAD-1833 4 Sn6" 8700/10/50 PVC
s ur D/8
SWING DOOR
v18" �r-21/4"--y IMPACT
—49/16" 1/4' I 81
5!16' F � .-
1/16" FILLER-1784 v v
1 1/116" 6 REINFORCEMENT-1857 FRAME COVER-1806
Y OW
DOORSILL-1878 PVC DOOR PANEL-6083 2 5/8" 2 3/8•—�{ �' �[ m co
11H8' � � Z
�49/16'�
1 1/2' 3 3/4 1/16" LLL o to
PVC GLAZING BEAD-6054 R' R' z W
7 SIDELITE COVER-1816 a 2
5 45116'
1 9/16't2al SF ¢
1116' 215/16' 1 1/8" a
1/16' 1/16" > j O
1 15!16"
DOOR JAMB-1880L m Q Z
.f— 69 ��N��u�leuy
1/16" DRIP CAP-1817TG�,i
49/16" REINFORCEMENT-1861 REINFORCEMENT-1858 °�.••�bEiY,g ��i
BASE SWEEP-1915 Jj�' F�•'��b�
v j No 58201 ;�
3/4"
21/r TF
ATE Omow;
4 6 13/18"
1/18' 215/16" 13+64S"
" L_
2 15✓16"
DRIP COVER-1916
SIDELITE-1881 1/78' 1/18" INSERT,BACK-1865
L L LUCAS A.TURNER,P.E.
REINFORCEMENT 1860 FL PE#582011239 JABARA AVE.
4 8/1 g'—�{ REINFORCEMENT-1862 NORTH PORT,FL 34288
•• ••• • • • •� • • PH.941-380-1574 3" gP16" • • • • • • • •
7g • •• • • • • • SHEET D
F [r--13/4"-�{ �- g •• •• i l i i i•. •
2 1/18" FVn0 I
11!16• •• ••• •• • • • •• EXTRUSIONS
1/16' 1/18• .�— 1/18"
1 1/8 1/g" INSERT,FRONT-1864 oan BY: DATE:
SIDEUTE-1900 IL— • +•• ••• ••• • ADE 09/08/11
• • • • • • • at RE.:
INSERT,INACTIVE PNL-1849 •• • •• • • �V1/S-641 B
ASTRAGAL COVER-1859 +•• :• ••• :• • •• SHEET
NOTE:ALL EXTRUSIONS ARE 6063-TS ALUMINUM
0#4 • 1.2 9 OF 12
i i•••i i i i i•••i
••• • •
0 000 • •
ANCHOR @ MIDSPAN(1YP.} 4"WM.) 1900 SW 44TH AVE.
OCALS'MAX.(fYP.) 4• ') ANCHOR @ MIDSPAN(M.) WWW. FLORIDA 34474
—�{ 4"(fYP.) � WWW.CWS.CC
S"MAX�'>� r 17P.)'wooDmnETAL r MAX T MAX.�.)� � 4'(TYP � ----20(TYP.)'WOOD/METAL
{ 8700/10/50 PVC
SEE NOTE 2 SEE NOTE 2 SWING DOOR
IMPACT
1T 1T MAX t ..
MAX.O.C. INSTALLATION O•C•(TYP) INSTALLATION `r a
(TYP) O X O ANCHOR(fYP) O X X O ANCHOR(TYP.)
ca
�W' am
O
a o to
$ RiZW
O
a2
cc
SIDELITE DOOR SIDEUTE SIDELITE DOOR DOOR SIDELITE S
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) C
mQ z
'CIRCLED ANCHOR LOCATIONS REWD ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY.
�v F No 58201
:k; * *Z_
'z
NOTES:
:9' STATE OF tom=
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS ,,,•+S+tO#lop1n
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE i.SHEET it. 4tl 812015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E.
01
MUST BE PROTECTED TO PREVENT REACTION. FL # A AVE.1239 JABARA A
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W n"ST#mWT6IS lESSJ+ftTI f • NORTH PORT,FL 34288
PH.941-380-1574
MINIMUM SPECIFIED IN TABLE 1,SHEET 11. • • •• • • • • • SET DESCRIPTION:6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF UIRD,INfd SI�S:R4E.w• • •r1NCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. •• ••• •• • • • ••
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:a"FOR MASONRY,2-3/1S"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN Y: ATE:
• 000 ••• 600 ADE 09/08/11
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFEFCW IpD LVS TO THE 6TRUCTURE.:•• +: ..
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABL.EI,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. •• • • • • • •• (INS-641 B
9.SEAUNG AND FLASHING STRATEGIES FOR OVERALL.WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERWXE DO(KJMENTS?•• • •• • SHEET
FMA/AAMA 100(FIN WINDOWS),FNWAAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 3D0(E)CTERIOR DOORS) 1:8 10 OF 12
••• • • • • ••• • •
• • i i•i
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL HEAD ANCHORAGE
MIN.EDGE DIST. INTERIOR 1/4•MAX SHIM LL��
SEE TABLE 1 MIN.EMBEDMENT VVINWW
SEE TABLE 1 1000 SW 44TH AVE.
CON71NOUS DBL 1/4•BEADS OF SEALANT OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED W W W.CWS.CC
SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1 BY INSTALLER. SMINEE EDGE DIST.
SEE TABLE 1 87W/10/50 PVC
INSTALLATION ANCHOR SWING DOOR
SEE TABLE 1 IMPACT
PERIMETER SEALANT 1/4"MAX SHIM
BY INSTALLER
INSIDE AND OUT L "
INTERIOR
o
CONTINOUS DBL 1/4"BEADS OF SEALANT SEE INSTALLATION
1ON ANCHOR HINGE ANCHOR x ui
AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 tai m
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER. X HINGE MIN.EDGE DIST.
SEE TABLE 1
JI- a o (q
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT HINGE MIN.EMBEDMENT w 0 oWC
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER SEE TABLE 1 SUBSTRATE BY OTHERSFc
INSIDE AND OUT B HORIZONTAL SECTION Qo o
11 TYPICAL JAMB/HINGE ANCHORAGE (L a. Lu
p
MIN.EMBEDMENT m ¢ Z
SEE TABLE 1
SEE T_ABLE TE BY OTHERS .P ;
MIN.EDGE DIST. 213(16• 81/2'(TYP.)
`v; No 58201
SEE TABLE 1 ANCHORS THRU y�
A VERTICAL SECTION HINGE(TYP.) Z O' 4
11 TYPICAL SILL ANCHORAGE :9 t STAT@ OF
TABLE 1:APPROVED INSTALLATION FASTENERS
gTWPATE TYPE ANCHATYPE MIN LAIN q2-112T"
1/4"ELCOto TRACON 1-314•
GROUT-FILLED CMU(ASTM C-90) 1/4'ELCO ULTRACON 1-1/4' 215/18"MAXRN PUDE(G-0.55) 1/4"ELCO ULTRACON 1-318' SEE NOTE
2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1 3/S' 7/8' LUCAS A TURNER,P.E.
FL PE#58201
16 GAUGE(0.060•)MIN. #12-14 HILTI KWIC-FLEXOR ITW FULLTHREAD 1/2' 1239 JABARA AVE.
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' Np1 E; ••• • o : : ••• : : • • NORTH PORT,FL 34288
1/8"ALUM. 6063-T5 MW.)OR #12 GRADE 5 SELF-TAPPING/ FULLTHREAD HINGE SPACINGS ARE:
1!8"STEEL(3;i KSI MIN.) DRUlUVti SCREW THRU 0.125" PH.941-380 1574
( 1/2" 8-112' FROM ENDS • • •• • • • • • FT D
• • • • •CON
HINGE ANCHORS •••
21-5l16"MAX O.C.FOR UP TO 81•UNIT HEIGHT. • • • • • •INSTALLATION DETAILS
WTO CRETE(2.85 KSI MW.) 3/16'ELCO ULTRACON 13/4° 2-1/2" 20• MAXMN(,O.C.FOR OVER 81'UNIT HEIGHT.•• • • •• •• � � •
HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3(16•ELOO ULTRACON 11/4" 2-1/2" DOOR
CMU(ASTM C-90
kADE
Y:
HINGE ANCHORS WTO 2XMW.SOUTHERN #10 WOOD SCREW 1-3/8" 7/6• • . .. ••• • 09/08111
PINE(G-0.55)HINGE ANCHORS INTO 16 GAUGE(0.080')MW. #10-16 HILTI KWIC-FLEXOR ITW FULL THREAD 1�, � � � • • • •
STEEL STUD KSI YIELD M TEKS SELF-DRILLING SCREW THRU 0.060" ••HIN; LMOtlT i • ••• -641 B
HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 1/2' ••• •1.30 ••• i• ••i SHEET
1!8'STEEL KSI MIN DRILLWG SCREW THRU 0.125" 2 11 OF 12
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TYPICAL HEAD ANCHORAGE INTERIOR 1/4'MAX SHIMQ§ftmffl
MIN.EDGE DIST. MIN.EMBEDMENT WINDOW
mlw
SEE TABLE 1,S. 11 SEE TABLE 1,BHT 11 1900 SIN 44TH AVE.
CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474
AROUND PERIMETER AT ALL INDICATED W W W.CWS.CC
SUBSTRATE BY OTHERS— POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1,BHT 11 MIN.EMBEDMENT BY INSTALLER MIN.EDGE DIST.
SEE TABLE 1,BHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC
INSTALLATION ANCHOR SWING DOOR
SEE TABLE 1,BHT 11 IMPACT
PERIMETER SEALANT 1/4"MAX.SHIM
BYINSTALLER
INSIDE AND OUT 'n
v `v
INTERIOR p
CONTINOUS DBL 1/4'BEADS OF SEALANT Y w
AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 0)
BY INSTALLER. (®] Z
LL LL 0
Al V O (A
PERIMETER SEALANT BY INSTALLER
{L
PERIMETER SEALANT INSIDE AND OUT a a m
BY INSTALLER SUBSTRATE BY OTHERS Ua
INSIDE AND OUT SEE TABLE t,SHT 11 rD HORIZONTAL SECTION W
MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE > j p
SEE TABLE 1,BHT 11 m Q Z
SUBSTRATE BY OTHERS
SEE TABLE 1,SHT 11 0��1Htu�ii�iy�
emw
MIN.EDGE DIST.
SEE TABLE 1,SHT 11 Svc No 58201 }7S¢
C VERTICAL SECTION C* * .*z
12 TYPICAL SILL ANCHORAGE
S9 STATE QF +
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LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
a• ••• • • • • • •NORTH PORT,FL 34288
• • • • • • • • •
PH.941-380-1574
• • • •
•• ••• •• • • • • INSTALLATION DETAILS
• • • •
SIDELITE
DRAW BY: DATE:
• 0:9 ••• 0:0 • • ADE 09/08/11
•• • • •• i • ••• i CQUS-641 B
••• •• ••• i• ••i SHEET
1:2 12 OF 12
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