WS-14-1990Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-221960 Permit Number: WS -9-14-1990
Inspection Date: January 13, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: ETHEART, ELSIE AND BERNARDO Work Classification: Window/Door Replacement
Job Address: 9337 NW 2 Court
Miami Shores, FL
Project: <NONE>
Contractor: AMERICAN STORM PROTECTION
Buildina Denartment Comments
Phone Number
Parcel Number 1131010150370
Phone: (305)264-0446
REPLACING 2 IMPACT WINDOWS.
Infractio Passed Comments
INSPECTOR COMMENTS True
Inspector Comments
Passed
CREATED AS REINSPECTION FOR INSP-219441. No access
Failed
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
For Inspections please call: (305)762-4949
January 13, 2015 Page 1 of 1
Miami Shores Village
BuildingDepartment
p SEP 11 20%
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 �k
INSPECTION LINE PHONE NUMBER: (30S) 7624949
10 FBC 20th
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Wj
JOB ADDRESS: 7 7 w 2 (20a&t
City: Miami Shores County: Miami Dade Zio: 253 /
Folio/Parcel#: / f - 3 0 O/ - 0 / - Q 37 0 Is the Building Historically Designated: Yes NO ✓
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): C 4-146 A --r Phone#: �
Address- g337 /U u) ..o AGI . cT
City: ,M # Orin a '&tp 2F5 State: P' Zip: a_�S� �
Tenant/Lessee Name: Phone#:
Email:
NT
CONTRACTOR: Company Name: AWP I CA -A) (DRM �/).t7TGLTs07% Phone#: (30's 3�D�/C,L
Address: 10 2 0/ N LlJ /q- :S-1 STC / 0 3
City: %'I'i ( pr&4 a 11 /State �1317�/
Qualifier Name: �;rna717Gt'J 2001 rt e o ?� Phone#: �1J �i2Y''9-/6%
State Certification or Registration #: G G C 157 3 ®Z 7 V Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: P City: State: Zip:
Value of Work for this Permit: $ c9 0 .3 % �, - 00 Square/Linear Footage of Work: 40
Type of Work: ❑ Addition ® Alteration ❑ New A Repair/Replace _ ❑ Demolition
Description of Work:
al /
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ _ 2. ,C9 en DBPR $ 2-0CO Notary $
Technology Fee $ 2__�A Training/Education Fee $ - &D Double Fee $
Structural Reviews $
(Revisedo2/24/2014)
Bond $
TOTAL FEE NOW DUE $ &g.
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMFRO'%TMENL 7S TO YOUR FROr-ERT . IF YOU INTEND TO OBTAIN
Tete g4 ��TgCINC�,e CONSULT WITH ���'4. UR�?LEir LENDOER OR AN ATTORR EY BEFORE
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant rrudst
promise in good faith that a copy of the noficE of commicriccr.:£irt and v3resii .t tdu s licw br €ic hur a wit! kit &11vered to the person
whose properly is subjeel to at!rch,, .ienL Also, a cer thC-ed y`.'} j /1L_^ rde � }:� f: c,:, ; T ,". t "k i - a th fG � s
LL` C: t L: '` L.. �e �.�.. coL r.. !'r:=]�Jc �1 i�.Tt:�G. E'3' •t:-"
fiar the firs? zh:a ? '2 cld occurs seven (7) days %$er !hc r•.,i1,'s'irr�j peanit is issued- 1,� the a'v'senee of S'•.d£h posted notice, the
IFZJf iit•ri ;=a11 FZvt be ,'€i,r`3rm-ed -qd a r i in s.-ectitin fee will be charged.
SignatUPE � 'f
Owner or Aoeat
SignatureA 1 (Z;2z�
Contractor
T"ne fon—pina is's u:Fis' t as ,l:kxi :v!c lgId }icfbr ine ,is /9'rat• ''•'-' F�•rc r gin_ €n" tas z 1moCik-dgsd h foie me this��
e �C7iild �tii>it a d
day of - !�LA C1 -• 20 L , by _ /s �� _ hE as �IaY of s,l� _, 20 L , by
t, "u n lh. s l�?'tF' -.to ii3,, OF Ohl hl,:_=
W110 is p„�$o, _� %.;:�T::il Ic! :])C' t�I �n'lii: his i Cvl3t.�'_..__ Who is pCd€. i$st'iJ °'>� — r•_ • r
As identification n;°•! Arid *.,1 ,, n,fl,
Sign: _
�p RIGOBERTO JESUS CUESTA
Print' R.l _� o t� 1r" y `.Cly* * MY-60MWAON # EE W340
E N:1ires: N, EXPIRES: April 27, 2015
91F0F,pP�� Bonded Thru Budget Notary Services
Sign:
Print: 0 b cv
FNP
LjWt4oJEWS CUESTA
* MY COMMISSION # EE 051340
EXPIRES: April 27,2015
` Bonded Thru Budget Notary Services
skaRsi;st:slesiestasiads8aoksAsAskaksiatkskds�skvic�%k:k� h=:I:a • �:f:• .ak`�ka=�E9fia`.:k:;::fiskf- l:k:F-2-���:3::t:�::k=k:i::k:k�^�..'-�:�:k.i �*d:�:k2�:1:�%:��=4=#-:=i-��:=r:"...i.� r1 #�-4::i.�: F:k�;:t:''.,�r:'�'-:-:F:�:o y
e
APPROVED OED 11Y - - - o p - � - Plan., F A;mi ;, r: - - .— - -- - — Zoning
Ce Review
C_'lnrk
RICK SCOTT, GOVERNOR
KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
L CGC1513274 I I
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
RODRIGUEZ, JONATHAN - qR
AMERICAN STORM PROIO ORP..9°'73"
10801 NW 14 STRI�.ET �:�"' � .�
MIAMI FL 33'
ISSUED: 07/13/2014 DISPLAY AS REQUIRED BY LAW sea # L1407130001469
�MIAMF
MIAMI-DADE COUNTY - STATE OF FLORIDA N/A October 02, 2014
mma LOCAL BUSINESS TAX RENEWAL
6011019 2014 -2015 APPLICATION RECEIPT: 6271753
STATE # CGC1513274
DBABUSINESS NAME: BUS. COMMENCEMENT DATE: 04/01/2007
AMERICAN STORM PROTECTION CORP SEC TYPE OF BUSINESS
BUSINESS LOCATION: BLDG1 GENERAL BUILDING CONTRACTOR
10801 NW 14 ST 103 6
SWEETWATER, FL 33172
OWNER/CORP.
AMERICAN STORM PROTECTION CORP
PHONE # 305-513-0514
10801 NW 14 ST 103
SWEETWATER, FL 33172
NAICS CODE: 2389
If no longer In business, please notify us In writing.
Review and correct the information shown on this application.
A 25% penalty will be assessed to anyone found operating
without a paid local business tax, in addition to any other
penalty provided by law or ordinance (Sec 8A-176(2)).
A Certificate of Use and/or City Business Tax
Receipt may also be required.
APPLICATION DETAILS
FEE
AMOUNT
Receipt Fee
30.00
UMSA Fee
0.00
Beacon Council Fee
15.00
Bingo Permit Fee
0.00
Nightclub Permit Fee
0.00
Multi -Municipal Contractor Fee
0.00
Restricted Contractor Fee
0.00
Library Fee
0.00
Transfer Fee
0.00
Doing Business without a License Penalty
0.00
Late Penalty
0.00
Collection Cost
0.00
NSF Fee
0.00
Prior Years Due
0.00
Amount Recently Paid
To pay online go to www miamidade.aovffaxcollector
To pay by mail, make check payable to:
Miami -Dade County Tax Collector
Business Tax
200 NW 2nd Avenue
Miami FL 33128
To pay in person go to:
200 NW 2nd Avenue
(305) 270-4949, fax (305) 372-6368
A service fee of not less than $25.00 up to a minimum of 5%
will be charged for all returned checks.
t RETAIN FOR YOUR RECORDS t
45.00
.................................................................................................................................................................................................................................................................................................................
MIAMI-DADE COUNTY - 4' DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + N/A October 02, 2014
STATE OF FLORIDA
LOCAL BUSINESS TAX RENEWAL
RECEIPT:
2014 - 2015 APPLICATION ILII #CG 1753
STATE # CG
6011019 I I I I I II C1513274
BUSINESS LOCATION:
10801 NW 14 ST 103
SWEETWATER, FL 33172 BUS. COMMENCEMENT DATE: 04/01/2007
OWNERICORP.
AMERICAN STORM PROTECTION CORP
AMERICAN STORM PROTECTION CORP
JONATHAN RODRIGUEZ PRES
10801 NW 14 ST 103
SWEETWATER, FL 33172
SEC TYPE OF BUSINESS
BLDG1 GENERAL BUILDING CONTRACTOR
APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION
OR OCCUPATION DESCRIBED HEREON. I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT.
I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT.
SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE
Please pay only one amount. The amounts due after Sept 30th include penalties
per FS 205.053.
ff Received By Oct 31, 2014 Nov 30, 2014 Dec 31, 2014 Jan 31, 2015
Please Pay $0.00 $0.00 $0.00 $0.00
7000000000000000000000006271753201500000004500000000000005
y
S E 1 2014
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
, olilc 4,
�--'
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
•
....•.
• •
90
••.•••
•
•
•
•
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT. American Storm Protection ADDRESS: G -7 xKi\J a C
PROJECT: Elsie Etheart Miami Shores, FL 33150
city State ZIP
EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE >100,
Roof Elev.
Tributary Area (Sq. Ft) Roof
(fti Eley, Tributary Area (Sa. Ftl
10 ..,. �- -- -
48.1
47..4.
46.9
u
46.0
45.5
4$ 8
+ 40.1 39
418
43.4
49.5
- 43.5 42.4
48.3
474
17
+ 41.0 40.0
- 44.5 0.4
45.6
4S.-
44.7
510
V
20
42.5 41.3
- 46.1 44.9
48.2
A
46.9
46,4
K
22
+ 43.4 42.3
51.2
C
50.2
- 47.1 459
48:4' 47.8
+ 44.8 43.6
46.8
'N
- 48.6 47.4
52.1
51:6
5L2
28
+ 45.8 44.6:
49.1
48S
- 49.6 4k4
54.9.54
a
53.6
30
+ 46.2 45.11:
SL4 -50.6,
55.9 ,55 i_
y
454
_54 0
3
= 50.2 48.9
35
+ 47.7 4.6:4:
=. 5L7 504
a'
of
40
+.49.1 4?c8
- 53.2 51,9
45
+ 50.5 492
=_ 54.8
so
4 SL4 5113
=- 55.8 Irk
55
t 52 8 Std`
S7.3 ,
60
}. 53.8 SZ4;
48.1
47..4.
46.9
46.4
46.0
45.5
4$ 8
44.3
418
43.4
49.5
4&t1
48.3
474
47.4
46.9
46.1
45.6
4S.-
44.7
510
511.3
49.7
492
48.8
48.2
475
46.9
46,4
145,9
52.5
, :
51.2
; SQS'
50.2
49.1
48:4' 47.8
442
46.8
53.57'
55
52.1
51:6
5L2
50.5
49:7
49.1
48S
48.1
54.9.54
2'
53.6
SL4 -50.6,
55.9 ,55 i_
49.9
54.5
454
_54 0
48 9
53.5
GENERAL NOTES
57.7
45.5
59.5
46.9
SL3
49.1
58.7
46.9
60.4
47.8
61-5
49.1
43.4 ` 42.7
55.2 : 53.8
44.7 44;3 43.9
56.9 55.4
45.9 45 5 45.2
5L2
48.9
52.7 72.0 M21 67.2 1`65 64.3 r 62.3 -525*_60:
FlGURE 1
1. TABLES VALID ONLY FOR BUILDINGS OF D=10lb OF LEAST HORIZONTAL DIMENSION
MEAN ROOF HEIGHT 60 FT. OR LESS. 11
ELEVATION "H" FOR SLOPED ROOFS IS
2. ROOF ELEVATION 'H', IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4p
BY USING FIGURE 1 AS REFERENCE. _ ZONE 5
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. �-
1 fr
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN `-
ROOF HEAIGHT AND APPLY To ALL FLOORS. u U D
5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D
SHOWN BUILDING HEIGHT IN END ZONE D
6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL
OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN.
8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS
;SHM
ROF
REVISIONS:
ch. by: ALF. AL-FAR00Q CORPORATION
RO' date ENGINEERS & PRODUCT DEVELOPMENT
a rz l
DW � 3238 SIN 87 AVE TEL (308) 284.8100
r' MIAM!, FL 33174 PAX CUM 28248178
f
JAVAD AHMAD
FLA RE f 7 ES C.A.N. 3538
15
53.
J38.0
.,.
717
- 55.1
0
41.6 A
20
+ 42!
- 56.1
38.9 P
42.5 C
FA
40.1
43.9
410
44.9 a28
22
+ 43,,
- 58,'
Z5
+ 44.1
- 60.(
+ 45.F
- 6L2
41.4
45.3
30
+_ 46,2
-: 6L9
42.7 N
46 7 L
43.9
481 9
45.2
49.5
+' 47.7
- 63.8
4149.1
7165.7
45
+ 50.5
-: 67.6
46.0
50.4
SO
+' 5L4
- 68.9
47.3
5L8
55
+' 52.8
-- 70.8
48.2
t`-- 53.8
57.7
45.5
59.5
46.9
SL3
49.1
58.7
46.9
60.4
47.8
61-5
49.1
43.4 ` 42.7
55.2 : 53.8
44.7 44;3 43.9
56.9 55.4
45.9 45 5 45.2
5L2
48.9
52.7 72.0 M21 67.2 1`65 64.3 r 62.3 -525*_60:
FlGURE 1
1. TABLES VALID ONLY FOR BUILDINGS OF D=10lb OF LEAST HORIZONTAL DIMENSION
MEAN ROOF HEIGHT 60 FT. OR LESS. 11
ELEVATION "H" FOR SLOPED ROOFS IS
2. ROOF ELEVATION 'H', IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4p
BY USING FIGURE 1 AS REFERENCE. _ ZONE 5
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. �-
1 fr
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN `-
ROOF HEAIGHT AND APPLY To ALL FLOORS. u U D
5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D
SHOWN BUILDING HEIGHT IN END ZONE D
6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL
OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN.
8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS
;SHM
ROF
REVISIONS:
ch. by: ALF. AL-FAR00Q CORPORATION
RO' date ENGINEERS & PRODUCT DEVELOPMENT
a rz l
DW � 3238 SIN 87 AVE TEL (308) 284.8100
r' MIAM!, FL 33174 PAX CUM 28248178
f
JAVAD AHMAD
FLA RE f 7 ES C.A.N. 3538
`,. 7hACO <4 Florida Building Code Online
i
RCTs Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications I FBC Staff I BM Site Map I Links I Search
Busnces �� `i
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.USER: Public User
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Prpduct Approval Menu > PmducY or An plication Search >
F-#
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
> AppReat ioe DetaB
FL16736
New
2010
Approved
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
hcornell@cws.cc
Michael LaFevre
mlafevre@cws.cc
Michael La Fevre ##
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 207
MLaFevre@cws.cc
Cal Ledy
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922
cledy@cws.cc
Windows
2008
ASTM E1300-04
Horizontal Slider • •
••••
••••••
•
� • �
•• •
• ••
•
1994
•• •• ••••
Evaluation Report from a Florida Registered Architect or a Licensed
••••••
Florida Professional Engineer 000000
•
•
000000
•
V Evaluation Report - Hardcopy Recej,Jes".
:000:0
•
••••••
• •
•••••
Lucas A. Turner
• " " '
•
••••••
090000
•
PE -58201 i••i•i
•
•
000000
Keystone Certifications, Inc.
000000
o
0
03/01/2020 0 • •
' • • 0"
00 0
Steven M. Urich, PE
•
V Validation Checklist - Hardcopy Received
FL16736 RO C0I EvalRep CWS -871 (HS -8200. 74 x 63. IMPACT).odf
AAMA/WDMA/CSA/101/I.S.2/A440-08
2008
ASTM E1300-04
2004
ASTM E1886-05
2005
ASTM E1996-06
2006
PA/TAS 201/202/203
1994
Equivalence of Product Standards
Certified By
httpJ/floridabuild-g.org/pr/pr app dd aspx7para—wGEVXQwMqugobl%2tTZm6TgPohLz6ontOEOKIGvLUCMRiayuj6bMcg%3d%3d U2
7hA120i4
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
Method 1 Option D
12/19/2013
02/25/2014
02/24/2014
02/26/2014
Fl. # Model, Number or Name
Description
16736.1 HS -8200 PVC Horizontal Slider
HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX.
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-60
Other. Large Missile, 74" x 63", DP +/- 60 psf.
Installation Instructions
FL16736 RO II CWS -871A (HS -8200. 74 x 63. IMPACT).pdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL16736 RO AE DuPont PVB NOA 13-0129 27.gdf
FL16736 RO AE EvaIReD CWS -871A (HS -8200. 74 x 63.
IMPACT), odf
FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
16736.2 HS -8200 PVC Horizontal Slider
HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-60
Other. Large Missile, 111" x 63", DP +/- 60 psf.
Installation Instructions
FL16736 RO II CWS -869A (HS -8200. 111 x 63. IMPACT).Ddf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL16736 RO AE DuPont PVB NOA 13-0129 27.pdf
FL16736 RO AE DuPont SGP NOA 11-0624 02.Ddf
FL16736 RO AE EvaIReD CWS -869A (HS -8200. 111 x 63.
IMPACT).Ddf
FL16736 RO AE Quanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
EdNext
6666
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•• • 0 •• •
Cnn act � :: 1W North Marne Strej+t, Tallahas� FL 12799 Phan*- 850-4117iADf • 0 • • 6 • • • 0 0 • • •
Florida Is an
The State of Flo
AA/EEO employer. Crwri9ht 7ttn7-7n13 State aF Florida-FleNda_ :: :: :: $gClas,$tdtem@pt • •
•6080•
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apu&?c rhds elearordc •
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please mntuW"487.0M ffursrant to SectiorP • • • • •
455.275(1), Florida Statutes, effective October 1, 2012, licelicensed under Chapter 455, F.S. must provide the Department with an email address If they tic • •
one. The emalls provided may be used for official commuNnation with the licensee. However email addresses are puNl! . If you ds jo supply SS
personal address, please provide the Department with an email address which can be made available to the public. To dn&hI? you are under Chip" • • •
455, F.S., please dick helms. S
Product Approval Accepts: :*a:@:
• • •
e S • • •6606•
•Soso•
• • e • •
• • • •8668•
•r
•
http:l floridabuilding.orglprlpr app dtl.aspx?paran=wGEVXQwdWobl%2flZn6TgPohLz6onMWKIGvLUCM bayaj6bDkg%3d%3d 212
TURNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 871A
2/24/2014
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact
(HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange
window)
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 9N-3.005 (4). This product complies with the
requirements of the Florida Building Code including the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E.
2) Test Reports NCTL-210-3887-1, -IA, -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, ASTM E 1996 `04/06/09,
and AAMA/WDMA/CSA 101/I.S.2/A440 `08
3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS -871A.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS -871A
0000
0000
• Achieves design pressures of +/-60 psf. . '
0000..
• Is Large Missile impact resistant and does not require the use of shutters • o
.110.
' .
• May be used in the High Velocity Hurricane Zone 00' :0 00:0
0 0 0 a •
• Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0x.29.27 .
:06 00
• Requires Quanex white rigid PVC frame extrusions per Miami -Dade 9.@6-4.•12-ldfi 02
00:0%
00 .00. .000..
. . 0.
Certification of Independence: I do not have, nor do I intend to acquire, norwifl•I acqufre, a
00000
000...
•
financial interest in Custom Window Systems or in any company manufacturirioo 000!rstribVting
•
.00000
products for which this report is being issued. I do not have, nor do I intend to acquire, not**Ms
acquire, a financial interest in any other entity involved in the testing or approval * 0 ess of #Vis•
- • • � � o
product. 0000
't%J11111011jt
�y RE
a'*ll�
Jl/M-
iy}
• +Ai
No 58201
2/24/2014
S134% .MATE
''.�, ,cr'•. _ gt.,•'10,,` Lucas A. Turner, P.E.
�'�}'�
;�'OAF�►t- i �� FL PE #58201
Lucas Tumer
2014-02-24 15:48-05:00
HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT)
MAX. SASH WIDTH
DESIGN PRESSURE RATING
*80
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS..............................................1
ANCHOR SCHEDULE & NOTES ................................ _.................. 2
SECTION VIEWS & ALT. FRAME "OX" "XO" & GLAZING ......... 3, 4
EXTRUSIONS & BILL OF MATERIALS..........................................5
INSTALLATION DETAIL.............................................................8.8
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . • . . .
. . •.. . . . • ...
PVC IMPACT REQUIREMENTS:
• • • •7 IHE PRG;UCTG;OWN HOMIN I"E T IGNED AND MANUFACTURED TO COMPLY WITH THE
• • •FLaRIDA B ING•COD�(FB4 CU TEDMON, INCLUDING THE HIGH VELOCITY HURRICANE
• • 21E (HVF� • • •
• •
• •• ••• ••• ••• •
2. GLAZING OPTIONS: (SEE SHEET 3)
3. APPROVED CONFIGURATIONS: "O)V, "XO"
•• • • • •• ••• ••
• 4. &SLN4R"RBRAfINGS:-
•�- 4dEl1A-MVEVE"IQ Ld�1DS SAB% ON TESTED PRESSURE AND GLASS TABLES ASTM
t ITl%dESbNtC&lS BAS ON, TESTED PRESSURE, WATER INFILTRATION TEST
• • PRESSURE AND GLASS TABLES ASTM E-1300.04.
;�—' ;;_I,-
PROPRIETarrWmCONFmENTIAL 2/24/2014
THE PIFOFITMTION CONTAINED PI THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEIM, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
8. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 8-8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.6 WAS
USED FOR WOOD ANCHOR CALCULATIONS.
8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPAI
SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS
PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING
DEBRIS.
7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED
MEETING RAIL AT HEAD/SILL
8. SERIES / MODEL DESIGNATION HS -8200.
9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED
SASH
11. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
12. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS
A.
FL P.E. 58201 I A I CHANGED EDGE DIST FROM 1/4" TO 7/18"
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT
8200 HVHZ FRAV.MU. eYADE aTE:11/14/13
PVC HORIZ. SLIDER NTS G'CWS871
ETTER: A 1OFS
• • • • • • • • • •
• • ••• • • • • •••
121 12 1!2°
MAX CENTERMAX CL TO CENTER
• CENTER • • • • i • • i
TO CENTER 3° 3°4° • • : • MAX • • 0 • • ��{•{{{ (SHEETS)
MAX (I,YP) Ci 8° 8° A (SHEET 4) SEE NOTE 2 MAX • •)• • w • yr SEE NOTE $
MAX(TYP) -- -- -- — -- — --
1 1 MAX (TYP)
17'
MAX 8°
O) MAX V.
O.C. (TYP)
I I 1
1 I 1 1
B i (SBHEET 4) (SHEET) 1 I E INSTALLATION
INSTALLATION ANCHORS TYP.
ANCHORS TYP.
A D
ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN)
THRU FRAME
THRU NAILMO FW (WOOD OPETANO)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD.
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4° FOR MASONRY OR WOOD, AND 1/8° FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1/18° IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4.3(18° DIA. ITIN BUILDEX TAPCON WITH ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO
MASONRY. A MINIMUM EDGE DISTANCE OF 21/2° SHALL BE ACHIEVED IN EITHER DIRECTION.
S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 7118° SHALL BE ACHIEVED IN EITHER DIRECTION.
7. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A TURNER, FL P.E. 68201 A CHANGED EDGE DIST FROM 1/4° TO 7118° 1
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
ttttpl{I{QR�f
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: `�ttt .......... X, 4� !✓(+7►7LV11 L��
B. COA. NCRETE MIN MUM COMPRESSIVE STRENGTH
SPECIFIC GRAVITY OF F 2000 PSI.UTHERN INE OR GREATER) ��.•�p°;.1v-. „
C. MASONRY - MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. S•-4; �+� � ��'
*--4: � No 5S2D1 ;?y : 1500 sw 44TH AVE.
D. ALUMINUM -118° THICK MIN., 6083 Tb MIN. OCALA, FLORIDA 94474
E. STEEL -16 GAUGE (.060°) MIN., 33 KSI MIN. i4' * '
o':Jr.` ANCHOR SCHEDULE & NOTES - LARGE MISSLE IMPACT
11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE :g �. STATE OF . 4
RIES:82W HVHZ WN BY: TE:
OF VERSISONOF7NEREFERENCESHALL BE �DOCUMENT3 FLAN EWNE BY OTHERS IINDOWS)THE URRENT THE w ON ARRIN THIS EPROD DRAWIMOPROPRIETARY AND OPS AWROPERR YOFOUT�TME r,ENTIAL 2/24/2014,,®�'/�jyj�p4E� *?�,` ��*PVCHORIZ SLIDER NTS ADE 11CW3871
FMA/AAMA 100 FIN WINDOWS), FMA/AAMA
FMA(WDMA 260(BOX WINDOWS), FMAJAAMA/WDMA3WEXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. l�191111t{ttt REV. LETTER: A ': 20FS
t j �
(SHEET 4)
1
i
I _X_
1 /�
I
/
I
1
O
X
1
t
SECTION VIEW A -A
INTER
.
.
.•.
.
.
.
..•
.
. •
•
• .
. .
.
•
••
•••
•••
•••
.
.......
....
• ••• • • • • •• •
•• • • • • • ••• ••
F- HEAD IMPACT HOOK (IYP.)
MIDSPAN OF SASH
(ITEMS 36 & 36)
I
3
I�
f
••
•••
•••
•••
•
• ••• • • • • •• •
•• • • • • • ••• ••
F- HEAD IMPACT HOOK (IYP.)
MIDSPAN OF SASH
(ITEMS 36 & 36)
HEADMAMB IMPACT HOOK/ROTARY LOCK LOCATION
SWEEP LOCKS (REM 27)
ONLY ENGAGED
PRIOR TO HURRICANE
FORCE WINDS.
LOCKS ARE LOCATED AT THE
THIRD POINTS ALONG THE FRAME
JAMB.
TYPICAL VERTICAL SECTION
NOTE: SNOWS FDGD GLASS CUTAWAY
SECTION VIEW C -C
DVERALL
ANNEALED or TEMPERED
AIRSPACE
LAMI
ANNEALED
DUPONT PVB INTERLAYER
ANNEALED
GLASS TYPE B
FULL SIZE
e�
No 58201 `13 Isoo aw aaTH
OCALA, FLORIDA 34474
%CC : SECTION VEWS & GLAZING- LARGE MISSILE IMPACT FLG
L �9Q �� STATE OF SERIES: RAvn48v: ATE:
THE IPlFORhW7ION CONTAINED IN DPROPRIETARRAWING IS��TFIESOLE PROPERTY OF CUSTOM ,��•�FS� ......... C����,` 82� HVHZ ADE 11/14/13
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE . !1r ,, a: REALE:
���5 ONA4 PVC HORIZ. SLIDER NTS CWS -871
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 411111#11111 �� 'SER' A �' 3 OF a
I
3
I�
f
HEADMAMB IMPACT HOOK/ROTARY LOCK LOCATION
SWEEP LOCKS (REM 27)
ONLY ENGAGED
PRIOR TO HURRICANE
FORCE WINDS.
LOCKS ARE LOCATED AT THE
THIRD POINTS ALONG THE FRAME
JAMB.
TYPICAL VERTICAL SECTION
NOTE: SNOWS FDGD GLASS CUTAWAY
SECTION VIEW C -C
DVERALL
ANNEALED or TEMPERED
AIRSPACE
LAMI
ANNEALED
DUPONT PVB INTERLAYER
ANNEALED
GLASS TYPE B
FULL SIZE
e�
No 58201 `13 Isoo aw aaTH
OCALA, FLORIDA 34474
%CC : SECTION VEWS & GLAZING- LARGE MISSILE IMPACT FLG
L �9Q �� STATE OF SERIES: RAvn48v: ATE:
THE IPlFORhW7ION CONTAINED IN DPROPRIETARRAWING IS��TFIESOLE PROPERTY OF CUSTOM ,��•�FS� ......... C����,` 82� HVHZ ADE 11/14/13
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE . !1r ,, a: REALE:
���5 ONA4 PVC HORIZ. SLIDER NTS CWS -871
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 411111#11111 �� 'SER' A �' 3 OF a
• • s•• • i • • •••
MR ,_.. •
EXTERIOF
HEAD IMPACT HOOK (TYP.)
MIDSPAN OF SASH
(ITEMS 35 & 36)
i
II
!i
�
II
7
• • i •
•
•
•
• •
• •
INTERIOR 1
t ••
•i•
•i•
•!•
•
2
a •••
• •
• •
••
•
Ta
72
•• •
•
•
• •
••• ••
MR ,_.. •
EXTERIOF
HEAD IMPACT HOOK (TYP.)
MIDSPAN OF SASH
(ITEMS 35 & 36)
ROTARY LOCKS (ITEM 27)
ONLY ENGAGED
PRIOR TO HURRICANE
FORCE WINDS.
}— LOCKS ARE LOCATED AT THE
/ THIRD POINTS ALONG THE FRAME
JAMB.
HEADMAMB IMPACT HOOKIROTARY LOCK LOCATION LUQ CAS A
PROPRIETARYANDCONFOENTIAL 2/24/2014
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
TYPICAL VERTICAL SECTION
NOTE: SHOWS FB(ED GLASS CUTAWAY
SECTION VIEW F•F
i
II
!i
�
II
ROTARY LOCKS (ITEM 27)
ONLY ENGAGED
PRIOR TO HURRICANE
FORCE WINDS.
}— LOCKS ARE LOCATED AT THE
/ THIRD POINTS ALONG THE FRAME
JAMB.
HEADMAMB IMPACT HOOKIROTARY LOCK LOCATION LUQ CAS A
PROPRIETARYANDCONFOENTIAL 2/24/2014
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
TYPICAL VERTICAL SECTION
NOTE: SHOWS FB(ED GLASS CUTAWAY
SECTION VIEW F•F
Item
Part#
Deecr"on
Vander
Material
1
H•1497
RaW. Sash Meet. Rd
Keymark
Akon
2
l+19119
ROW. S.B.RJS.S.R,
Keymerk
Akan
3
H•1838
Meet Re4 Rcd.
Kaymerk
Akan
4
H-8062
Sash Top8d. P@6
Miran
PVC
s
86048
Main R., SH, w/ Rn., PVC
Mkron
PVC
6
1 HS=
jSash Meet Re4 PVC
Mk on
PVC
7
1 1+8061
ISSah We Rai, PVC
Mkron
PVC
8
1 H -SW
IMoln R., SH, w/Rg., PVC
Mkron
PVC
9
P-3029
Screen Pull Tab
Summa
10
83033
Screen Sprhlg, SS
Hurley
11
83113
Screen Support PVC
Team Plastic
Rubber
12
FL3218
Screen Frare
AflnoW
jp4Fwm
13
832M
Screen Spine, .166 Da., Bic
Oapa
14
P-4764
Screen Frame Corner Key
Abnotal
Nyla1
Is
FL3342
Seam Sealer, SM -8504
Sahrm
S5oone
16
FL3352
Set Sic, 85 Dur., IN x SW x 2Lg.
RankLow a
Ribber
17
83429
Wstp., 02M x.187 back RnSeal, (fray
Ilirafab
18
83639
#8 x 314° Squere TB(2 Zhro
Fastard
sted
19
84730
#8 It 7/2' Truss PH TBC 2 Zino
Fasterml
Steel
20
83782
Cap FM,1/2° Hole
M&M
Nvion
21
P-3morP.52o Sprhlg Lock, trpact PVC
Interlock
22
P-4779
Roser, Tandem
M&M
Nykm
23
84061
S8 x 11/4 Ph FH T9( Wht.
Fastarlai
Steel
24
840M
Keeper, hpaot PVC
Interlock
25
FL4479
Weep Cover w/ Rap
M&M
I*bn
26
W4638
98 x 2112 Ph Truss SIM
Aoc
Steel
27
P -49M
Rotary Leak
Su®van
Zinc
28
P4852
Keeper, Rotery Lack
Sullivan
Zho
29
84969
Wstp., 0.420 x .187 back RnSeat Gray
litralab
30
84633
Barrel Faetaler
Fastenal
Steel
31
8.1112
RolrdorcemDM Head
Keymark
Akan
32
S•1498
PoW.8.B.RJ&S.R,
KWnwk
Akan
34
S-1776
RolerTrack
Keyrnark
Akan
35
5.1999
Francs Hook, Head, Inpact
Keymark
Akan
36
5.20W
Penal CaLeh, Head, hpact
Keymark
Alum
37
8-8006
Ad Lift
MIM
PVC
38
58013
Som Adapt, w / Nb, PVC
Mkron
jPVC
39
5.6014
Som Adapt., PVC
Mkrac
PVC
40
5.8083
tbced Rai Cover
M3uon
PVC
41
S-8084
C3iazhlg Bead
Kom
PVC
42
See sheat 3
43
Ruled Glaze °H', S&aFlex 662
Henle! / sow
Stone
IMOTE: ITEM 33 NOT USED IN THIS
9/i8° 0 mil
ALUM GLAZEUBEAD -11112
1 IN
6/18° Ji
PVC SCREEN SUPPORT - 8014
. . ... . • . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
SASH WFINEF
• • • e CONSTRUCl10
} 1B°•-`-1 • • • t trr • • • 23/78°
:nom
• • • •
• •. • :n
3 CORNER WELD
• • • • • • • (ALL SIDES)
• • • • } UJF*D:W 4 PVC SASH MTG.RAIL-8080
1° • • •
• • • •
• • • • • •
3/IV . • . • ti
w
1
PVC FRAME FIN -6048
TI1`-3°
Q
3/4°
r SCREW SUP,3113
ALUM SASH MTMTTQ RAIL -1497
14-9 1
a
16118° 1/18°
ALUM. SASH REINF. -1689
OC'i-
0 3118°
16/18'
—t
PLAN VIEW -1989 ALUM IMPACT HOOK -1988
O 0 3178°
I � I
II 11�6t8°
PLAN VIEW -2000 ALUM IMPACT TCCATCH - 2000
z�
PROPRWARY AND comPmENIIAL 2/24/2014
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF Ct18TOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED.
9/18°
1 61/118° 40
L
PVC FIXED RAIL COVER - 6083
7��I
ALURACK-1778
3/8'
PVC ANTI-UFTQ
1 16/18°
1 lil8°
I 7 �
PVC SASH SIDE RAIL -8061
r -1/a
3/18° —���
7/8"41 r
PVC 4LAZEBEAD - WM ALUM S.S.R./S.S.R. -1496
4
16V
1 3/18°
PVC SASH TOP/BTM RAIL -6052
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
1 1/8'
1/2'
PVC SCREEN CATCH - 6013
rrrLE: EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT
WHES:B200HVHZ DRAWN BY: ADE ATE:
4OD8" PVC HORIZ. SLIDER 12 91
REV. LETTER: A ET:
2JM MN EDGE DIST
(SEE NOTE 1)
11/4° MIN EMBEDMENT
(SEE NOTE 1)
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT—/
BYINSTALLER
SEALANT BEHIND FLANGE
BYINSTALLER
SEALANT BEHIND FLANGE
BYINSTALLER
i=1I�511:1��i=]
INSTALLATION ANCHOR, 3/18' DIA.
MASONRY SCREW WANASHER
THRU SCREW SUPPORT.
(SEE NOTE 1)
fl
CONCRETE/MASONRY
BY OTHERS
e o. • o. o. � o.
f 1 BY BUCK
J BY OTHERS
—L 1/4' MAX SHIM
(SEE NOTE 1)
.
.
...
.
.
.
...
..
..
.
. .
..
..
.
. .
.
.
. .
•
. .
.
o. �o.o • : : s: o: �•
••
••
•• •
•O O••.O••O• ,
s• � O s. �O• O • a
O
. _ • ..
: * • S *
1 BY WOOD BUCK
• • • •
•
•
•
•
9200 HVHz
.
.
...
. .
.
.
...
--SEALANT BEHIND FLANGE
BY INSTALLER PERIMETER SEALANT J J# _
EXTERIOR FINISH PERIMETER SEALANT BYINSTALLER BY BY $ SUCK
BY OTHERS BYINSTALLER EXTERIOR FINISH
BY OTHERS
g HORIZONTAL SECTION rC1 HORIZONTAL SECTION
7
FRAME (MASONRY) FRAME (WOOD)
rm'
HEAD AND JAMS
INSTALLATION ANCHOR, 3/18° DIA. IMLAR FOR 2BY INSTALLATION.
MASONRY SCREW wNEOPP INSTALLATION SAME AS SHOWN BELOW.
INSTALLATION ANCHOR, 3t1S° DIA BACKED WASHER THRU SCREW
MASONRY SCREW w/WASHER SUPPORT.
THRU SCREW SUPPORT. (SEE NOTE 1)
(SEE NOTE 1)
SEALANT UNDER SCREW HEAD
SEALANT BEHIND FLANGE BY INSTALLER
BYINSTALLER 1/4" MAX SHIM
PERIMETER SEALANT (SEE NOTE 1)
INSTALLATION ANCHOR, 3/18" DIA BYINSTALLER
MASONRY SCREW W/NEOPRENE p • • ° . • ° e D
BACKED WASHER THRU SCREW EXTERIOR FINISH ° e s o • 1 1/4" pglN EMBEDMENT
SUPPORT. BY OTHERS D D• D. Q D.
(SEE NOTE I) e D • e e ° Dsp s• V. sD• o• sp (SEE NOTE I}
SEALANT UNDER SCREW HEAD • +D o • ° D . 6 a D
s
BYINSTALLER 'D° 0�' ° D • o D• ° ° • ► o
.. ��., �,,.,,,e., _ , •> �eD, o D D Dob Deb
BYINSTALLER
11/4” MIN EMBEDMENT
CONCRETEIMASONRYJ
(SEE NOTE 1)
EXTERIOR FINISH
I (SEE NOTE 1) 7 FRAME (MASONRY)
BY OTHERS
IY
(SEE NOTE 1)
• •
LUCAS A TURNER, FL P.E. 88201
•
•
• •
:' •O y0
O• •O• ,'�s•
•q:o,o. � o. .o:o
• • • •
o. �o.o • : : s: o: �•
••
••
•• •
•O O••.O••O• ,
s• � O s. �O• O • a
O
. _ • ..
: * • S *
1 BY WOOD BUCK
• • • •
•
•
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THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
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FRAME (MASONRY) FRAME (WOOD)
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HEAD AND JAMS
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MASONRY SCREW wNEOPP INSTALLATION SAME AS SHOWN BELOW.
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MASONRY SCREW w/WASHER SUPPORT.
THRU SCREW SUPPORT. (SEE NOTE 1)
(SEE NOTE 1)
SEALANT UNDER SCREW HEAD
SEALANT BEHIND FLANGE BY INSTALLER
BYINSTALLER 1/4" MAX SHIM
PERIMETER SEALANT (SEE NOTE 1)
INSTALLATION ANCHOR, 3/18" DIA BYINSTALLER
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SEALANT BEHIND FIN 8•••2 BY OTHERS.
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SEE NOTE 1)
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SEE NOTE 1)
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PROP140MARY AND CONFIDDYIIAL 2/2412014
ARIFICATION ON ALLOWABLEANCHOR
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THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
) SUBSTRATE RESTRICTIONS REFER TO
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
SHMU 2
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
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(SEE NOTE 1)
#10 SCREW, FULL THREAD
ENGAGEMENT REQUIRED.
V8° ALUMINUM OR
(SEE NOTE 1)
PERIMETER SEALANT
1/18° STEEL MIN. REQUIRED • •
• • •
BYINSTALLER
(SEE NOTE 1)• •
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118° MAX SHIM • • • • t • Ipe • • •
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SEALANT BEHIND FLANGE
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(SEE NOTE 1)
PERIMETER SEALANT
SEALANT BEHIND FLANGE
BYINSTALLER
BYINSTALLER
H HORIZONTAL SECTION
8
CONTINUOUS DOUBLE 3118° BEADS OF TREMGLAZE U1600
SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL
INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER.
SEALANT BEHIND FLANGE
BYINSTALLER
1/8° MAX SHIM
(SEE NOTE 1)
PERIMETER SEALANT
BY INSTALLER
INSTALLATION ANCHOR,
91 0 SCREW, FULL THREAD
LUCAS A. TURNER, FL P.E. 61 A CHANGED EDGE DIST FROM 1/4' TO 7/18° 1
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SV STATE OF . $I+`
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,EMBED S, THE INFORMATION CONTAINED ISDRAWMIS/14/13
PROPRIETARY AND CO TMI PROPERTY OFCUSTOM•,����ts
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P�CHORIZ SLIDER ISS
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IFIEV. LETTER: HEFT:
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