WS-16-906 � . U 46-906,
eyHn s Y� Miami Shores Village Pei rit Type:WiOoWs/Shuttlors.;
!� 10050 N.E.2nd Avenue NE
p,.. eGlasst t a/r i;�nCt+l:w/Qoot ReplaCem .
Miami Shores,FL 33138-0000 P emitStatus:APPROVED
Phone: (305)795-2204
P�
Ex iration: 10/15/2016
416
Project Address Parcel Number Applicant
1010 NE 105 Street 1122320280020
DOUGLAS&JOYCE BONHAM
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
[EUGLAS:A&JOYCE BONHAM 1010 NE 105 Street
MIAMI SHORES FL 33138-2106
Contractor(s) Phone Cell Phone Valuation: $ 6,680.00
FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0
Type of Work:REPLACE 2 WINDOWS WITH IMPACT SIZE Available Inspections:
No of Openings:2 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $4.20 Invoice# WS-4-16-59281
DBPR Fee $2.00 04/18/2016 Check#:22408 $94.20 $50.00
DCA Fee $2.00
Education Surcharge $1.40 04/05/2016 Check#:22310 $50.00 $0.00
Permit Fee $120.00
Scanning Fee $9.00
Technology Fee $5.60
Total:. $144.20
In consideration of the issuance to me o this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity ith the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting.this permit I assume responsi ility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMB N CHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify t a oregoing in ccurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. F r ,I u a ov -named contractor to do the work stated.
April 18, 2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
April 18,2016 1
D
A.0 5 016
same Shores Village sY:
wilding Department
C 100S0 N.E.2nd Avenue,Miami Shores,Florida 33138
J Tel:(305)795-2204 Fax:(305)756-8972 ' l
Y INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2V4
BUILDING Master Permit No.�
PERMIT APPLICATION Sub Permit No.
FM-]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1010 NL IO5 51--
City:
i-City: Miami Shores County: Miami Dade Zia: 3313
Folio/Parcel#: II-72-3Z-OZ 8-60Z0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): j0"ICA; a OOIDCC-A5 b0N4-1A(-'1 Phone#:
Address: 1010 N�
City: M Ar11 5"OM"5 State: r=L Zip: 93)30
Tenant/Lessee Name: N/A Phone#:N/A
Email: N/A
CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415
Address: 4070 SW 30 AVE
City: HOLLYWOOD State: FL Zip: 33312
Qualifier Name: WAYNE T. BURNETT Phone#:
State Certification or Registration#: CGC061890 Certificate of Competency#:
DESIGNER:Architect/Engineer: N/A Phone#: N/A
Address:N/A City: N/A State: N/A Zip: N/A
Value of Work for this Permit:$ (n I U 80 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: REPLACE Z W i u OOu 5 5 i TE FO rL 51 Zt5-
Specify color of color tthru tile:
Submittal Fee$ rr1 Permit Fee$ CCF$ c CO/CC$
Scanning Fee$ —1' 0(5 Radon Fee$ 2' �DBPPR$
`� 2' Notary$
Technology Fee$ ' Q Training/Education Fee$ �' i[V Double Fee$
Structural Reviews$ 0 Bond$
TOTAL FEE NOW DUE$ �`✓
(Revised02/24/2014)
Bonding Company's Name(if applicable) N/A
Bonding Company's Address N/A
City N/A State N/A Zip N/A
Mortgage Lender's Name(if applicable) N/A
Mortgage Lender's Address N/A
City N/A State N/A Zip N/A
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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 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 low 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
R \)l,
OWNER or AGENT CONT CTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
I day of ADZ lL ,20 1(0 ,by I day of aP'Z(L- ,20 If- ,by
J 0-4 OE 50IJ"A,0 ,who is personally known to U-XNK)C 1 • d3024-16�Twho is personally known to
me or who has produced as me or who has oduced as
identification and who did take an oath. identification nd w o did take an oath.
6
NOTARY PUBLIC: NOTARY PUB IC: O �o��
ti
Sign: Sign: 5 c?
Print: Print
Y p
Seal: r°tP�••:B�% ANTONIO HERNANDEZ Seal:
* MY COMMISSION#FF 164915 •;c:
EXPIRES:October 1,2018
��9fFpe F�-00 Bonded ri;nu Budget N ry Services
APPROVED BY �u Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
%ti4
a Specialty Engineering Consultants,Inc. v,.,rr�. Velocites th South Florida
a 1508 SW 30 Avenue,4iutle Y20 Dmk Browanl Pnlm I h
Baynton Beech,FL 334320 x' Risk Cut.1 161 I.% 1.% I.ow risk no htsaww feints,s}xxis
aa FL.CA•008217
s�' Risk Cel.2 175 170 1 170 Sia c F-I Reaidaocas
ser o Risk Cel 3&4 186 100 1 180 Excuttiel Fecih.
P q h'(GCp-GCp 1) Intatuc8o�and of Us
1 Charts ovde wind pressures based o; the mean roof height.And shall not exceed W-C)".
2 D n assures are for an enclosed shutters or other Impact resistance oledion required). i "A1
4-
V(mph) 175 1620 FBC fm IIVIIZ,or Fig 26.5-1 a 3 User shall delemdne the mean roof he ht. Eave he +Root Peak
Risk Cmegctty II Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of I 10%of width or 40%of the mean roof height and not lose than 3'-0'
F.xpo.we C Sm-Am 26.7 5 If 500/6 of a component Is in a Nwlar zone then that component Is considered to be In zone with the majority of the area.If questionable then ace In Zone 5
_ Kd 0.65 Tublc 26.6-1•page 250 8 Each coin nen4 widow door mul8an hes e M area tltet Is arae to be used.Area of coin nents to rounded down but shag not be less than 10 at.
Kzn 1 F'igtse 26.8.1,page 252 7 For NDA's that r u8e a Kd=1.0 then m the values listed herein 1.18.
Ccpi 0.18 -0.18 o.55 8 Mg==on Allowable stress d n.
pinch of tvof 3n2 14.0 degrces 8 rein are valid for res S and C and a re D.max roof he M 30
drew 14 o d�•g- 10 Cherth and values listed herein are on valid when ned dated aM sealed Ge McDou th PE•56214 or Mark LeBlanc PE•35683 or Adam D.LeBlanc PE977012
11 Wind d n pressures are calculated in accordance with ASCE 7-10 Method 2
12 1 No reduction Is taken for slopes less than 10 degrees.
Area of-rn •nt Areaofcwn Area ofcornwoncra Araaofcom t A-.f-pnm Area ofcan Are 17- Area of t Area efts. t Areaof trent Arcaofcwtt •t
10.0.r 15'od 20.0 sr 25.0.4' .30.0sf 35.0 sf 40.0.f 450sf 50.0 sf 55.0 sr 600 sf
Mean Raof
I id Zone Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5
40.1 .1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0
IS
43.4 53.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 40.6 45.3 40.2 -47.5 -39.8 46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5
40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4
16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 1 -41.6 49.7 1 41.1 48.9 1 40.7 48.2 40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 -45.1
41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 35.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9
17 44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.6 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7
41.6 41.6 40.3 40.3 39.9 39.9 39.4 .39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3
18 45.1 1 -55.7 43.9 -53.3 43.5 -52.6 43.0 1 -51.8 42.6 -51.0 42.2 -50.2 41.8 1 49.4 41.3 1 48.6 -40.9 1 47.8 40.5 1 47.0 40.1 1 46.2
42.1 42.1 40.8 40.8 40.3 40.3 39.9 1 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 1 38.1 37.6 37.6 37.2 37.2 36.7 1 36.7
19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 -48.3 41.0 47.5 -40.5 -46.7
42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1
20 46.2 _ -57.0 44.9 -54.5 -44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2
• 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5
21 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 -42.3 -49.4 41.8 48.5 41.4 47.7
43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9
22 47.1 -58.1 1 45.8 -55.6 45.3 -54.8 44.9 -54.0 -44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 .42.2 -49.0 41.8 48.2
43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3
23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 -42.6 49.5 42.2 48.7
44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6
24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 -44.8 -53.3 -44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1
44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9
25 48.4 .59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 49.5
45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3
26 48.8 -60.2 1 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 1 -53.4 -44.7 -52.5 44.2 1 -51.6 43.7 -50.8 1 43.3 49.9
45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6
27 49.2 -60.7 47.8 1 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 --52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3
4. .3 43.3 42.8 42.8 42.3 42.3 66 4t.#• •4I� •$1.3• • 41.f• 40.8 40.8 40.4 40.4 39.9 39.9
- - s�' • • • • •
28 -49.5 ' I°GIr.E '-�1�17 -S- ..g+1 r X347.7 -57.7 -4.2 -56.8 46.8 -55.9 -46.3 .55.16 45.8 - v15.4• • -58.3 -44.9 -52.4 44.4 -51.6 44.0 -50.7
! 46.0 46.0 F48.9
44.6 .6 43.6 43.1 43.1 42.6 42.6 • 42.10 *42� �1,6� 0 41.E• 41.1 41.1 40.7 40.7 40.2 40.2
f8 .� 61.6 -59.0 48.0 -51_j 4.6 -57.2 47.1 -56.3 46.6 -55. 45. •-56.6 45.2 -52.8 44.8 -52.0 1.1
463'� 46.344.9 44.4 4.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9
30 -50.3 .62.1 -59.4 48.4 -58.5 7.9 -57.6 47.4 -56.8 47.0 -52.3 :40
70 ] • •46.0 • • -05.6 -53.2 45.I S �O
,N ��Ca DEPT
t,LIIG DEPT 1 � ' � _ 0 770 2
9 -•• • ••• • • • e
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COMPLIANCE;illl,lf CT TO COMPLIANCE WITH ALL FEDERAL APS 0 5 2016 F
••• • • • • ••• • S AT o
ti IAT( ANT)COHNITY MULES AND RMULAllONS • • • • • • • • ,'0
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Property Search Application-Miami-Dade County http://www.rrfiarifidade.gov/propertysearcW#/report/summary
OFFICE OF THE PROPERTY ArPRAINO"ER
Summary Report
Generate On:3/24/2016
Property Information
x
rm
Folio: 11-2232-028-0020
1010 NE 105 STI,
Property Address: M6arni Sures,FL 33138-2106 ' ET
Owner DOUGLAS BONHAM&W JOYCE
1010 NE ST
105 i =
Wiling Address it a s
MIAMI SHORES,FL 33138-2106 wx x t
Primary Zone 1100 SGL FAMILY-2301-2500 SQ k iZ, rt:
0101 RESIDENTIAL-SINGLE
PrGnaryLandUse FAMILY:1 UNIT � �
Beds I Baths I Hal 21210
Floors
Living Unita
Actual Area 2,325 Sq.Ft
Living Area 1,821 Sq.Ft
Adjusted Area 1,994 Sq.Ft
Taxable Value Information
Lot Size 111,025 Sq.Ft
2015 2014 2013
Year Bunt 1951
Courtly
Assessment Information Exemption Valu 1 $50,0001 $50,000 $50,000
Year 2015 2014 2013 Taxable Value 1 $157,901 $156,2551 $153,207
Land Value $303,303 $303,303 $275,730 School Board
Bonding Value $161,514 $157,925 $157,925 Exerroon Vane 1 $25,000 $25,000 $25,000
XF Value $0 $0 $0 Taxable Wilue I $182,905 $181,255 $178,207
Market Value 1 $464,817 $461,228 $433,655 city
Assessed Value $207,905 $206,255 $203,207 Exemption value $50,000 $50,000 $50,000
Tenable Value 1 $157,9051 $156,2551 $153,207
Benefits Information Regional
Benefit Type 2015 2014 2013 Exe"#on Vakie $50,000 $50,000 $50,000
Save Our Homes AssessmentTambie Value $157,905 $156,255 $153,207
Cap Reduction $256,912 $254,973 $230,448
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Precious Sal Price OR Book-Page Qualification Description
Homestead Exemption $25,000 $25,000 $25,000 03/01/1985 $107,000 12467-0289 Sales which are qualified
Note:Not all banal are applicable to all Taxable Values(i.e.County,School 08/01/1977 $6$000 097go-1401 Sates which are qualified
Board,City,Regional).
Short Legal Description
MIAMI SHORES ESTATES PB 47-58
LOT 2 BLK 1
LOT SIZE 75.000 X 147
OR 12467-0289 03851
The Office of lite Property Appraiser is continually editing and updating the tax roll.This webske may not reflect the most current information on record.The Property Appraiser and
Miami-Dade County assumes no liability,see full disclaimer and User Agreement at httpJMrovw.mismidade.gavririo/disciMmer.asp
Version:
1 of 1 3/24/2016 3:56 PM
MIAMI SHORES BUILDING DEPARTMENT
PRODUCT APPROVAL SCHEDULE/COMPARISON CHART
Address:1010 NE 105 ST MIAMI SHORES FL 33138 Permit No.
Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact
ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/ No Yes/No
1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 105 3/4 x 61718 NO NO YES
2 110 x 613/4
. ... . . . . ..
. . .. . .
96 0 ...
FHA - DIAGRAM SHEET
c=aorie➢m
A•aoma-at�rn�ar®vcsasacarae MEASURING TECH MEASURE DATE
TM
CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS
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Florida Building Code Online Pagel of 2
40F
AoMa ent! -is Home ILop in ; uaw Reswatlan Not Topica i submit swvharga Stats 8 Faces u.__•a ns f 1.=r I ,,sift l✓r.+ j Li Jr c
Busines ?,
On',
i ProductApproval
Proia 1 F USIM NbOc User
Regulation
Product Aenrovai Menu>Product or Aonllratfan Search>ADnikation List> kation Detaa
FL# FL16736-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 130 00000
• • 0000 0000••
• • • •
Product Manufacturer Custom Window Systems Inc. •• 0 0 00
•
Address/Phone/Email 1900 SW 44th Avenue •:0:*6 • • ••
Ocala,FL 34474 000090
• • •
(352)368-6922 ••••'•
0000 0000 • •
ekoss®cws.cc • • • •
0000 0000 0000•
0000• • 0000•
Authorized Signature Koss Erin • •• •• •
•••
ekoss*cws.ec •• •• •• • 0000••
0000•• • •
•
Technical Representative Erin Koss • • • • ••••••
0000••
Address/Phone/Email 1900 SW 44th Ave. • • • • •
Ocala,FL 34474 •00 0 •••• ���•��
(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
Jlathrop0cws.cc
Category (9D
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
EZ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
W Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R1 COI EvalReo CWS-8716(HS-8200 74x63 IMP).yd
Referenced Standard and Year(of Standard) Standard I[
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
Equivalence of Product Standards
Certified By
httpJ/www.flaridabuilding.org/pr/pr agpdtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6... 6/24/2015
Florida Building Code Online Page 2 of 2
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
Suninnary of Products
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 Installation Instructions • •
Approved for use In HVHZ:Yes FL16736 RI II CWS-8718(iiSA-W0%74x63,IMP1.odf •••• •
Approved for use outslde HVHZ:Yes Verified By: Lucas A.Turner SMI • :*00
•
Impact Resistant:Yes Created by Independent ThiroilFaaw ares 0000 ..6649
Design Pressurer+60/-60 Evaluation Reports •
Others Large Missile,74'x 63',DP+/-60 psf.Outer lite In FL16736 III AE Dupont PVA Ad 110129 27. :•••a
I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE EvalReo Cw sum(HS-8200+►WIM4, a a
Glass Compiles to ASTM E1300-04. IMP).odf •
•��• aaaa 0•000
FL16736 R1 AE Ouanex[Mikranl NOA 12-1017 02.ndf 0 •
Created by Independent TWO r!� es a a•a 4040414041
00 • Ox. 000aaa
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal SIIdqr,•Iyl 4W,111"x 63:X •'
Limits of Use Installation Instructions • • • • •••• •
Approved for use In HVHZ:Yes FL16736 RI 11
Approved for use outside HVHZ:Yes Verified By:Lucas A,Turner 8201 • :a 0 a 0;
Impact Resistant:Yes Created by Independent Third"rty:Yes '•••• • •
Design pressure.+60/-60 Evaluation Reports 0•'
Otber:Large Missile,111'x 63',DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf
In I.G.must be safety glazed when used above 30 ft.in FL16Z3-6 Ri AE DuPont SGP NOA 11-0624 02.odf
HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReo CWS-8696(HS-8200. 111x63.
IIMP).ndf
FL16736 111 AE Ouanex(M(kron)NOA 12-1017 02.odf
Created by Independent Third Party:Yes
Back .—
f,Q ::INC North Monroe Street.Taffahasseg FL 32790 Pho—i 850-487-1824
The State of Florida is an AA/E eo empb w.CdrnaioM 21107-2017 Sista of Florida.:: ::Ac ,lhrev statement.:
under Florida law,email addream are public records.'H you do not want your e-mWI address rWaeand In rearonse to a publlt-ecarda request,do not send
eka:tronic mar to tr a entity.Iret>,ed,contact Um ofTla by phare or by traditional mall.If you have arty queerdwa,please contact 854.487.1385.*Pwmnt to
t,,y
n 455.275(1),Ronda SteWbm eRecbtve rI 11 er 1,2012,licensees badlsad under Caaposr 455,FS.must provide the Department with an erral address H
they have one.The emalls provided nmy be uaad for oI communication with the licensee.Howavor amok addresses are public record.r you do not wish to
alMply a personal addrm,plwae provide the DeWtment with an emaa address wNch an be made minable to the pubik.To dntennan if you are a licensee under
chapter 455,FS.,pkvrse cddt hap_
Product Approval Accepts:
IE
S=UfftAl,kla'1
http://Www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDqu8ob1%2f Zm6... 6/24/2015
URNER1239 Jabara Ave.
North Pert,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A.#29779
Evaluation Report 869B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44t°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 5°i
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product tg9tky
standards performed are outlined below. •••• ••••••
.. 4444
Technical Documentation:
4444.. 4444 4444..
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Poi • • 4.4 4.
4444
2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. •••• •••• •••••
3) Test Reports NCTL-210-3887-3,-3A,-4,and-4A,by National Certified Tes&WjOorato4s,•0 •�; ••
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed:.TM201,2M43:
`94,ASTM E 1886 `02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/GSA. .
101/I.S.2/A440`08 : ' : 0 4000:0
4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas Ai Tyrner,PX*0 0 ;0
4. . .4.. .
Installation: Units must be installed according to approval document CWS-869B. •• •
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-
0129.27t,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.
11-0624.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5"Ed.(2014)Florida Building Code for use in this
product.
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.
Ntfruttrtt
ss�P RE4+1+'
PM••»►.
No 58201 :
# - 4/18/2015
: STATE OF AU Lucas A.Turner,P.E.
� v FL PE#58201
• t� '••.»4444.
t;IO
NA11�;:- Lucas A. Turner
2015-04-18
22:21-04:00
HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENEI�LN�ES.
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC),CURRENT wftwwMTMw
EDITION INCLUDING THE HIGH VE=rIY HURRICANE ZONE(HVHz)AND 19M SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA.FLORIDA 34474
IN ASTM E 1998 PER THE FBC. W W W,CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
8200 PVC
CONFIGURATIONS:max•'-AD*. HORZ SLIDER
112114 MAX OVERALL FLANGE WIDTH 4_DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111°MAX UNIT WIDTHGLASS TABLES ASIM E-1300-04.
-POSrM%DMIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES49
GLAg31GL0 LASS S -04.
DLO ASTM E-1388o
A b.ANCHOPAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR
ANHODETAILS. ALCUIL TI DURATION FACTOR Cd=1.8 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
! o_!MAXi S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT
REQUB�D.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT `t T
FLANGE UNLATCHED UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT R w :y W
HEIGHT 8 13 MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND5�
FLYING DEBRIS. IL u`f O
MAX. j � ; 5 11
L131M1° O _I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT m
LMT
GHT p� I x I USED AT FDCED MEETING RAIL AND HEAD/SELL
D I D DLO 8.SERIES I MODEL DESIGNATION HS4=0.
59 9119• 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
W
MAX
I C X-OPERABLE SASH.O-FDD(E•D SASH ,��•N1O Nye
! t e ��'_gg .......•.Tlr�i
HEIGHT I ! i D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Pr•°°��+BAts•,gyp-'`
e
LOCATION. +"V
C ! e ° Na 58201
11.EXTERNAL WEEP SLOT=1le x 1"LOCATED 4°FROM BOTH ENDS. 2*;S * _
A C A % t STATE OF F U
7715%8° i
MAX SASH WIDTH s LUCOB A.
Tumor
2015-04-11
15:17-04:00 4111=15
LUCAS A.TURNER,P.E.
FL PE#8=1
•• ••• • • • • • •• 1239 JABARA AVE
• • • • • • • • • NORTH PORT,FL 34288
• • •• • • • • • PH.941-38D•1874
• •• • • • • ••• •
•• ••• •• • • • •• GENERAL NOTES AND
TABLEOFCONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS......_..1 • ••• • • • TEF 10/11J13
GLAZING DETAILS..............««...................2
SECTION VIEWS&GLAZING DETAIL8....3 UNIT SIZE I DESIGN PRESSURERATE Ih+l Dwe r !1pv<
EXTRUSIONS&B.O.M........_.._.................4
ANCHOR SCHEDULE A NOTES......_-......5 111"x 63" +/-60 PSF t qR cws-m a
INSTALLATION DETAILS...........................8 C�&AIS$1LE IMF2kCj
SHEET
1.20 1 OF B
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
19D0 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.00
8200 PVC
7/8"OVERALL HORZ SLIDER
3118'ANNEALED OR TEMPERED Tie'OVERALL IMPACT
Ile AIR SPACE 1AP ANNEALED OR TEMPERED
,anti
3118•ANNEALED 3W AM SPACE�8.L�1In11 o FO
F.090 SENTRY GLASS IOINOPLAST ONTERLAYER 1(8'ANNEALED x IL }
3118•ANNEALED .090 DUPONT PYB INTERLAYER m
y
PURFECTGLAZE'W 1t8'ANNEALED
SIKAFM 02
cc s
PURFECT GLAZE"W s o�p cr
1 1PP GLASS BITE SIKAFLD(S82 0
fig+ jC�a�
Q p 11 ire GLASS WE S C3 O
to
1 d+pNOp
G� OQ 1 O tj Ne $8237 INN
wo: lit
GLASS TYPE B ; STATE OF :AVE
SASH GLASS ���i�'bB'l.p�tAL'�;��},•
GLA34 TYPE A �mvolt �
FDCED GLASS ���
4/1112D15
LUCAS A.TURNER,P.E.
FL PE 8 582D1
•• ••• • • • • • •• 1239 JABARA AVE.
• • • • • • • • • NORTH PORT,FL 34288
• • •• • • • • • PH.941�80-1574
• •• • • • • ••• •
•• ••• •• • • • Its
GLAZING DETAILS
WN E:
••• •i• ••• ••• i ••• TEF 10/11/13
• • • • • • ••• • •
• •• • • • • • • CWS-859 B
SHEET
1:1 20F8
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INTERIOR 2sowwwrEmm
1 19 or 48 1900 SW 44TH AVE.
OCALA,R.ORIDA 34474
www.cws.cc
rr -
82W PVC
HORZ SLIDER
IMPACT
0 a
11 3 2 5 8 1 1 8 1 SECTION VIEW D-D o
JAMB ROTARY LOGICS
JAMB ROTARY WOKS:
SECTION VIEW B 8 MAY BE SUBSTITUTED FOR JAMB Z
1 IMPACT LOCKS ON FLANGE UNITS. F O
REQUIRED ON FIN UNITS. N
W
3137 m `¢
1
0 0
11 m dpZ
i 1
J HEAD WHOOX .)
(TMS A 48 ,� �.♦-R-anu g� �yG�O
�7i-
F • �
i�
ma Sam
04TERIOR Q,�: i�.G
pp .STATE OF 4W�`•
BA
JAMB IMPACT HOOI(S MXM 42) n�i oLi+ ��,•
OR ROTARY LOOKS((IIT7EEMM 23} J
1 LOCATED AT THIRD POINT$ �f
1
NOTES: 4111=1 B
�
EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
i MUST BE USED IN BOTH JAMBS OF FIANCE UNITS. FL PE#58MI
ONLB 7 �YROT%Loj:�MU 'BEU�IN'IV NO1239 JABARA AVE.
RTH PORT FL
•�S' • s 34288
•0 i 0 i i i PH.941-3MIS74
•• ••• •• • • • •• SECTK3N VIEWS
1
DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND .0. •i• .0. ••• i .0. TEF 10/11/13
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS • • • • ••• • • -
•• • • •• • • • • • • • CWS-869 B
SECTION VIEW C-C 1 • •• • • • • • •
ALTERNATE FIN FRAME •• • ••• • • • sOAtE: SHEET
12 3OF6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PARTE LIST 3118' tX2�@R CONSTRUCTION -
Ii�PARTff DESCIOPTION V9VpOp BgATEF@AL 3118"
1 H4M9 twin Frame,SHdiS,FtanM PVC Mikmn PVC 31tf
L
2 H-1681 Fixed Rall,Heavy Duty,Aluminum Koyn-k Akmt 1 YY5AfE1C411r SYST
M4
8 1900 SW 44TH AVE.
es
3 88077 Cofer,HD Flxed RaO,PVC Mikmn PVC
5 P-4&8 #8 x 21/2°Ph Mad Truss Type A TE Al- Steel 81tne 391
19' U1G t Ina, OW CWSCC 34474
1118°
B P3942 Seam Sealer,SM5504 Schnse Sllkxme
0&
7 S-IM RollerTreak K ark Adan D WELD em�C
8 S-5013 Screen Adapter,Jamb,PVC Mikren PVC is 1s HORZ SLIDER
9 5-514 Screen Adapter,Hoed&SOI,PVC Mikmn PVC PVC FRAME FLANGE�49 HD MTG RAIL-10s1 IMPACT
P-4479 Weep Corer Vd Flap M&M Nylon PVC FRAME FIN-6048
11 S-8084 Gluing Bead Mwon PVC e
12 H-6@50 Sash Meeting Reil,PVC muton PVC �---83118" 1 78/16- 131101 8 _m
23118"
13M-0051 Sash Pug Reil,PVC Muvarl PVC 1 1 r� 3 Q
14 H4= Bash TCWBoL Ralf,PVC Mikmn PVC
t!U8" 1 Sre 1 bd8' 7 N
15 W1497 Ralyd.Sash Mast RdKOyrtterk Alum 1116- � ttte^ tn6^ 1116^ 2 ��m
Lu
16 1-1498 Rtdiftmernenl,Sash,SM Rall KeI Alum
to
17 1-3429 RRrdarcemer x.187 Pug Rag Keymark Aum PM&4SH MT4 RAIL-8050 PVC BASH SIDE RAX-M61 PVC SASH TOP1BT11A RAO.-82 PVC HD MTO RAIL COVER-6077 p
18 P 94428 Wstp,0270 z.187 back Fln�ai, Unna b FOWD MEETIING RAR.
3118' SCREWED TOGETHER WITH • N
19 P-3783 LAck,lml�.PVC kRedadt
20 P-4051 #9 x 1 114'Ph Flat Tat,Wht. Fasterlal Steel 0 OUTti1FRAAAE
21 P Keeper,Impact,PVC Vdsdadt
22 P-3639 AB x 3+4"Scplare PH Tak,Whi. Fastens) Steel L I rrte' 34" 6
23 P11958 Rotary Lodi kded*ek
24 P-45M 8.32 x 1/2^Barret Fastener Intedgck 7�, L IIL_N!"1118° 15/1s' 1118" m 6 Q
25 PAM Keeper,Rmary Lock Interlock
� Z
28 P4779 Roller,Tatldem M&M Mylan PLANVIEW-1111 SASH MTG.RAIL-1497 HE -1W8 SASH HEWF.-7889
27 P-3541 , 4 OREb�+•4y
x 1/T Quad PH TEK 2 Z= Fastenal Steel 3/s ♦� A�".......,"T
28 GLASS SEE SHEET 2 CARDWAL GLASS X9/18' 3116. 7ne• 1114' i��y'Gp�,+4�CENgyLi♦�
29 Purteet Glaze'H"ar 69ca8ex 552 HenkeUSOca Sllkwrle O 1 7J� Ne 38201
W P3020 Set.Blk.,85 Dur.,1/8'x 718"x 2'L% Frank LaveRubber e- Y Is. 1 8.
31 PI Screen Frame A9motal R00Fonn ram'✓F S.B RJS.S.R.-1498 4' tor:
r ROLLERTRACK-t776 Dp{` STATE OF �L',AV
32 P-4754 Basan Corner Key Alinim Nyton &8' tna .0 m ♦�►
33 P-4755 Berson COrner Key vliSatsty Tab Alimttal III PLAN VIEW-2000 114' �♦�♦F�.<Q R 9,. gp!r
PANEL IMPACT CATCH-2000
34 P3�9 Screen Pull tab Sanmtt tre 1 t (-718"y �iBy�Nn:
35 P3933 Screen Spdrg Fla Spdng SS 0 afir L 91 I I
36 P-3228 Screen Spline Dapa p PVC GLAZE -W04 II ���tns- 4/19Ptt)15
37 P-0772 Screen Cloth Fibargiass GLAZE BEAD-i 1 t2
40 P-3113 JSI Support,PVC Team PlaI Rubber L LUCAS A.TURNER,P.E.
�� 112^ i trey
41 P-3752 Cep Pu®,7/2 Hole M&M Nylon18+is' •• •• '-" - I • • FL PE#SUM
7fd10" 1239 JABARA AVE.
42 5-1577 Impact Hook,Frame,Jamb Keymadt Alum • '�7�9 (�} • • NORTH PORT,FL 34288
43 S-1112 Reinlorcemert4liead,Jamb Keymadc Alum irijj111-
•• •E�• �3 rL•1nt .•. PH.941-x-1574
• 1/16
44 5000 "M Channel,gash Keymadc Alum PLAN VIEW-1577 ALUM SASH IMPACT HOOK-7677 •• ••• •• • •• jitC#TTuFT-0000
45 P3748 #e X518 Ph FH TEK,7mc,Palmed AJetr Sleet y Ire BOM AND EXTRUSIONS
48 5-1998 Menet ww, Frame,Head Keymmk Akan 3%8 9 i? �r�
47 H•1ID48 Main Frame,SWHS,Fin,PVC Mikmn PVC �� I � ••• • e • • oAE`
49 S-M Roller Track,PVC,(ArdN111) MDMM PVC f '— •�i • • • 1U1 • • • • TEF 10111/13
49 P-SM Lack,hpact,PVC,WRlpper d0edadt SCREWSUPPORT-3113 • • TtiCBCREEMSUPPQ#IT-�14 ••• • • O. -
•• • • •• • • • • • • •
50 P-4730 #8 x 112'Ph Mad Truss TEK Fastened Steal LINE ITEMS NOT USED: • •• • • • • • • CWS4389 B
4' NOTE:ALL EXTRUSIONS ARE ALUMINUM WWT8 UNLESS OTHERWISE NOTED. SHEET
1:2 40FS
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
3'(7YP.)-'{ �'-
s"MAX(tvpa 3'(TYP.)-�{ }.1e+104.{ SEE NOTE z C�(TWa 6•MAX O.C.(TYP.) 1�LA,FLORI4THDA 3 474
8"MAX nW.) I [MAX 0."1 � 4'MAX(1YP.)-,LEI
L � W W W.CWS.CC
tillINSTAIIATKIN - -- -- VZW PVC
ANCHOR OW.) HORZ SLIDER
IgeAx o.c, IMPACT
trYPa
1T
�.oc.
X O X X O X - ice
� �o
W
w<
�_ a � _ a
ANCHOR LAYCWT-1FLANGEI ANC:HORLAYDUT-WN) C
a li
VIP
❑ a
w Q
aod �
d•4.4ptafl�l'V��i
No 58201
S*= * =AS
NOTES: LpQe STATE OF :mow
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i{0�l�O R,1 O
P-SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT. LOAD BEARING MAIM$SHALL BE 4
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 S. 411112018
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATINCI.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS Au TURNER,P.E.
BE PROTECTED TO PREVENT REACTION_ FL PE 4 56201
•• 000 • • • • • •• 1239 JABARA AVE.NOn TH PORT FL 34288
5
INSTALLATION IN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT USED IN Si9BSTRATES21Il1TI SIRE ISLES)T"THE MINIMUM PH 941�o-1874
SPECIFIED IN TABLE 1,SHEET S. •• •• ••• • • ••• •
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO,FOR CONCRETWCMU OPENMGS,EMBEDMENT SHALL BE BEYOND WOOi7�l•ICFi�IGUSED,iNTO •�USSiRAIE••• ANCHOR SCHEDULE AND
NSTALLATIONS TO SOLID CONCRETE OR GROUT-RULED CMU MAY M UL DE BUT DO NOT REQUIRE 1X Woo D BUCKS BETWEEN THE PRODUCT AND SUBSTRATE,
INSTALLATIONS TO HOLLCnN txNU REQUIRE THE USE OF IX SLICKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINMUM CENTER-TO-CENTER SPACING SHALT-BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL
•
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESENED BY THE ARCHITECT OR ENGINEER OF RECORD AMID INSTALLED•TO TLNSFER:VMp L•OADB TO T1iCr6iR14m �F 70/11/13
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AB SHOWN IN TABL.E1,SHEET&CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CIR(ICIO@. • •• • • • • • • •
• •• • • • • • • CWS4369 B
*SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW M THE CURRENT VERSKA�F THE•REFEREIAL�-bOCLTMENTS: • • SHEET
FMA/AAMA 100(FW WINDOWS),FMW/AAMA 200(FLANGE WINDOWS).MDMA 250(SOX WINDOWS),FMA/AAMANIIDMA 300(EXTERIOR DOORS) 1:26 5 OF 8
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL HEAD ANCHORAGE MPI. AA9NT
SEE TABLE E 11 SUBSTRATE
BY OTHERS
MIN.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST, SUBSTRATEWDOW 8Y3iEl"1S
SEE TABLE 1 SEE TABLE 1I SW
SUBSTRATE BY OTHERS 114'MAX.SHIM SY OTHERS OCA A.FLORIDA 44TH AVE.
SEETABLE1 SEE TABLE 1 Y�WW.CWS.CC 34474
MIN.EMBEDMENT MIN.EDGE DBT.
PERIMETER SEALANT
SEE TABLE 1 SEE TABLE 1
IN INSTALLER INSTALLATION ANCHOR m PVC b
INSIDE MNvo OUT SEE TABLE 1 /F
SEALANT EMBEDMarr I'IORZ.$CIDER
FLANGE 13Y TALLER 114•MAX SHR! WET IMPACT
PERPAETE l SEALANT
PERIMETER SEALANT BY INSTALLER
BY INSTALLER N3mE AND OUT O
INSIDE A�OUT INSTALLATION ANCHOR Y Wq
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 6 m
SEE TABLE 1 E BY IN97ALLER ---,SEA'Ahrr BEHIND
BY INSTALLER
B HORC{ONTALSECTION �C1 HORIZOMALSECTtOJ
8 TVPtCAL JAMB ANCHpRAGE �1 TYPICAL FIN ANCHORAGE _ SQ
HEAD AND BILL SIMILAR FOR FIN INSTALLATION
2
$4
114'MAX SHIM
F
SEALANT BEHIND
FLANGE BY INSTALLER 3
PERIMETER SEALANT MIN.EMBEDMBY ENT
ra <
g���. SEE TABLE 1 ,���4' � W bye
,y►g i$DRE..,,Tfjpii
�'�ff v�G@ Nygl�`�••7.�iyi
SUBSTRATE BY OTHERS ' No 58201 �Z
SEE TABID 1 MIN.EDGE DST.
E TABLE 1 ,pS •
A VERTICALSECTION 7j,9 ti STATE OF Fw�
8 TYPICALSILLAPICHORAGE �g,*yp{
TABLE 1:APPROVW INSTALLATION FASTENERS 4/1112015
FRAMEANUWR TYPE MR.
CONCRETE(2.0 KSI M%) 3118'YTW TAPOON LUCAS A TURNER,P.E
1-1/2' 1- PERIMETER SEALANT FILso
PES 5=1
58201
2• B,INSTALLER •• ••• • • • • •• 1239 JABARA AVE,
FLANGE CONCRETE(P-85IC61 MIN.) 3118'ELCO IATRACON 1• 1• PY3NOE AND OUT NORTH PORT,FL 34289
D FIOR •YT•�fr� • • • e PH.841-38L)•1574
FLANGE GRCHIT FBLED CMU(ASTM C•BO) 3118'ELCO UL7RACON 1-1/4' 2.1127' 6 •BOX FRRkILiN3•ALg4TiAId ••• ••
DFSUWtM
FLANGE 2X MIN.SOUTHERN PONE(G=O.M 3118° MN1D
N 1 716" • WAOSIMRI40AR FOR4BOfttWdLATION INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHEF3N POE((� OR ELCO ULTRACON 0.5b7 #10 WOOD SCREW 1-318' 716' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
FLANGE 18 GAUGE(0.080")MIN.STEEL STUD 010-18 HILH KWO(+TFXO9 IFN FULLT*MAD UP TO AND INCLUDING 4130) WME APPWCATKU4 IS AG4PTAOMPROVIDED;
03 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU maw 7nIr • • • • • • • • a•q�0 TEF 10/11!13
FLAKE 111P ALUM.(8083.75 MDL)CNC #10 GRADE 5 SELF-TAPPING 1 FULL THREAD -MIN.114"FILLET O TR TION �i i�K:S.i PLIED t.
118°STEEL(33 KSI MIN.) DIS SCREW THRU Q1,g• 7/16' INSIDE AND OUT,FU JE(CT,(ETipR O{y��g 8
PRODUCT ANCHO 13
FN 2X MIN.SOLITHERN PINE(G-0.SS) #8 WOOD SCREW 1-112 1l2 SHOWN FOR FLANGE WINDOWS. D E REOUIR EWAS SHEET
1� BOF6
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