WS-16-3238 WS oto - 3 3Fs
ic.
e
Permit NO. W -11-16-3238
`SNOcRsE„S' Miami Shores Village Permit Type:Windows(Shutters
3� �,. 10050 N.E.2nd Avenue NE
!. 44!� ..... Miami Shores,FL 33138 0000 r I ork Classification:Window/Door Replacem P Wow
Phone: (305)795-2204 Permit Status:APPROVED
F�0 11D
Issue Date: 12/1212016 Expiration: 06/10/2017
Project Address Parcel Number Applicant
86 NE 108 Street 1121360110010
Miami Shores, FL 33161- Block: Lot: MARY RODRIGUEZ
Owner Information Address Phone Cell
MARY RODRIGUEZ 86 NE 108 ST
MIAMI SHORES FL 33161-7036
Contractor(s) Phone Cell Phone Valuation: $ 8,362.00
FLORIDA HOME IMPROVEMENT (954)792-4415
Total Sq Feet: 0
Type of Work: REPLACE 4 IMPACT WINDOWS SIZE FOR S Available Inspections:
No of Openings:4 Inspection Type:
Additional Info:REPLACE 4 IMPACT WINDOWS SIZE FOR S Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $5.40
DBPR Fee Invoice# WS-11-16-62201
$2.10 11/30/2016 Check#:30613 $50.00 $ 117.60
DCA Fee $2.10
Education Surcharge $1.80 12/12/2016 Check#:30695 $ 117.60 $0.00
Permit Fee $140.00
Scanning Fee $9.00
Technology Fee $7.20
Total: $167.60
In consideration of the issuance to me of this p mit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with t lans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility f r II work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,ME N C L,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the g info_r ation is accurate an work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, h ri a abov or to do the work stated.
December 12, 2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
December 12, 2016 1
WS ( b- 3L35
SNo!93 G
Miami shores Village
Building Department 0- Binet"
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204 �l0RiDp'
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal,changing and/or
replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in-progress
inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims,
etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
1?J21 I). A3 TT
aliier/Owner Signature Date &int Name
F Miami Shores Village NOV 30 2016
Building Department
i
10050 N.E.2nd Avenue,Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
L INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 it-1
BUILDING Master Permit No. -
PERMIT APPLICATION Sub Permit No.
7E BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: R(9 C)o (ST—
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11 ZaCo-011 -Com) Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE:
OWNER: Name(Fee Simple Titleholder): o�(i Phone#: 3as�q1•)�73
Address: 8QQ A.� 10b
City:"C�Lz\ State: 1''-- Zip: 3:12V(01
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 M CGC061890 Certificate of Competency M
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:$ !2?DCOZ r Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition
Description of Work: REPLACE y -7An Oa C—( UndQ)l 9�=S �i g
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ t
(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 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 AG T CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was
s�acknowledged before me this
J day of 20 by �day of /0 20 by
Gk[ f who is personally known to is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did n ath
NOTARY PUBLIC: NOTARY PUBLIC:
aWvN�ALE?
Sign: Sign: �'`O�<°•••EXP�gF•° '
17 S •• 6
• O
Print: Rv pill Print: o :
r .• . % ANTONIO HEHNANUtZ I L
Seal: * * MY COMMISSION#FF 164915 Seal: ':> �•o��°�
EXPIRES:October 1,2018 :� AFF ,�J •�
n,.
Bonded Toru Butlqet�Nota
�� vl
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearcH/#/report/summary
I OFFICE OF THPROPERTY APPRAER
Summary Report
Generated On: 10/28/2016
Property Information
Folio: 11-2136-011-0010
86 NE 108 ST
Property Address:
Miami Shores,FL 33161-7036
Owner MARY J RODRIGUEZ
O :
Mailing Address 86 NE 108 ST
MIAMI SHORES,FL 33161-7036
Primary Zone 1000 SGL FAMILY-2101-2300 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE 4.
FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1 Ao
1,40 N
Actual Area Sq.Ft ill NEI 107TH ST- 4
Living Area Sq.Ft
Adjusted Area 1,968 Sq.Ft
Taxable Value Information
Lot Size 9,225 Sq.Ft
2016 2015 2014
Year Built 1954
County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2016 2015 2014 Taxable Value 1 $70,293 $69,457 $68,509
Land Value $198,007 $163,894 $154,253 School Board
Building Value $137,095 $137,103 $133,565 Exemption Value 1 $25,000 $25,000 $25,000
XF Value $3,605 $2,731 $2,760 Taxable Value $95,293 $94,457 $93,509
Market Value $338,707 $303,728 $290,578 City
Assessed Value $120,293 $119,457 $118,509 Exemption Value $50,000 $50,000 $50,000
Taxable Value 1 $70,293 $69,457 $68,509
Benefits Information Regional
Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000
Save Our Homes Assessment Taxable Value $70,293 $69,457 $68,509
Cap Reduction $218,414 $184,271 $172,069
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Previous OR
Exemption $25,000 $25,000 $25,000 Price Qualification Description
Homestead Sale Book-Page
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 10/01/2003 $0 21775-0941 Sales which are disqualified as a result
Board,City,Regional). of examination of the deed
11/01/1989 $91,000 14340-4044 Sales which are qualified
Short Legal Description 04/01/1988 $0 13678-1618 Sales which are disqualified as a result
36 52 41 PB 52-33 of examination of the deed
DUNNINGS MIAMI SHORES EXT NO 7 06/01/1985 $75,000 12533-2187 Sales which are qualified
LOT 1 BLK 210
LOT SIZE 75.000 X 123
OR 14340-4044 1189 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and
Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
5
a Specialty Engineering Consultants,Inc. t..I.FFFfp r Wind Veloches in South Florida
a 5 1599 SW 30 Avenue,Suite#20 Dade Broward Palm Burch
Boynton 8-.h,FL 334328
a a FL.CA#009217 Risk Cat.I 165 156 156 law risk to humans farms,sheds
5 ', Risk Cat.2 175 170 170 Single FamilyRaidssrces
a i Risk Cat.3&4 186 Itl0 Itl0 Essential Facilities
P:=q h (GCp- G'p i) Intstuctions and limitations of Ua.
1 Charts provide wind pressures based on the mean roof he'ht.And shall not exceed 60'-0".
2 Das'n urea era(or en enclosed builindin shu0ers or other im ct resistance protection required).
V(mph) 175 1620 FBC far HVHZ,or Fig.26.5-1a 3 User shall determine the mean roof he'ht, Eava he'ht+Roof Peak
Risk Category 11 Table 1.5-1,page 2 4 End zone distance a the lessor of 10%of len th,10%of width,or 40%of the mean roof height and net less than 3'-0-
Exposure C Bobo.26.7 ' 5 If 50%of a com neat is in a nicular zone then that component w considered to be in zone with the ma" of the area.If uastionable then lace in Zone 5
Kit Ea
0.85 Table 26.6-1,page 250 B ch com nent,window,door,mullion has a tribute area that is area to be used.Area of com nems to rounded down but shall net be less than 10 sf.
Kzt 1 Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18.
GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress design.
pitch ofroof 3/12 14.0 degrom 9 Des n pressures listed heroin are wild Lor E sures B and C and sure D. max roof he'ht 30'
thea 14.0 degree 10 Charts and values listed herein are onlyvalid when s nod,dated and sealed b Ga McDo le,PE#56214 or Mark LeBlanc PE#35683 or Adam D.LeBlanc PE
11 i Wind design pressures are calculated in accordance with ASCE 7-10,Method 2 -
12 No reduction is taken for slopes less than 10 degrees.
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MIAMI SHORES BUILDING DEPARTMENT
PRODUCT APPROVAL SCHEDULE/COMPARISON CHART
Address:86 NE 1o8 ST Miami Shores FL,33161 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 FL16736.1 +60.0 —60.0 +40.1 —43.4 517/8 x 37 NO N/A YES
2 —53.6 72 3/4 x 37
3 73 x 24 7/8
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Florida Building Code Online Pagel of 2
1-1 AM
r 31 Yrr tta Bcls Home ( Log In user Registration Hot Topics i Suhmt surcharge Fats Facts uC ;•a n R j '�� •tP 1., t ?<..
( urines
( ��✓ J
Product Approval
USER!Mac Use,
Regulation
Product Approval Menu >Avul!.catlon Lias>AIIRlkcstlon Detail
Fl-# FL16736-R1
T Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archlved k
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekow@cws.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 lay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop Dcws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
10 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida Ucense PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
R Validation Checklist-Hardcopy Received
Certificate of Independence &Ijk„N ..
�:. w=T Wv i
Referenced Standard and Year(of St&Wag4• • • rr • •• Year
••:A44P:WQM)VCIA/101/I.S.2/A440-08 2008
•• • :A-TM:E19"04 •• 2004
•• ••• ••ASTM E1886505*• 2005
ASTM E1996-09 �d09
PA/TAS 201/202/203 1994
• ••• • • ••• •••
Equivalence of Product Standarls : • i •• •
Certified By • •• • • • •• ••
http://www.floridabuilding.org/pr/pr apV dt .asp ?pplani w�iEVkQwtDqu8obl%2#IZm6... 6/24/2015
• • . . . . .
. .. .. . . . .. ..
... • • 0 ... . .
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
Sumimary of Products
Ft it Model,Number or Name Description
16736,1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPAC",74"x 63",XO or
OX.
Limits of Use
Installation Instructions
Approved for use In HVHZ:Yes FL1673ij RI II CWS-8718(HS-8200 74x63,IME),Pd
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile,74"x 631,DP+/-60 psf.Outer lite in EL15736 R1 AE DuPont PVB NOA 13-0129 27 odf
I.G.must be safety glazed when used above 30 ft.in HVHZ. B-16736 RI AE Eva_IRep CWS-8718 0j,5-M00,74x63.
Glass complies to ASTM E1300-04. IMP).odf
FL16736 R1 AE tluanex fMikron)NOA 12-IQ17 02.pdff
Created by Independent Third Party:Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"It 63",XOX.
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16736 81 II CWS-869jJMPjjLd f
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Preasure:+60/-60 Evaluation Reports
Other.Large Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 RI AE !?IIPQRIly�lf iVi2fl�3-Ot 79 27 odf
in I.G.must be safety glazed when used above 30 ft.in Fl 16736 RI AE DvEgnj 272P NOA 11-0624 02.24
HVHZ.Glass complies to ASTM E1300-04, FL16736 RI AE EmBeo CWS-869a(HS-8200 11 1x63,
MI P).0d
FL16736 111 AE Ouan x(Mi ro )NOA 12-1017 02,01'
Created by Independent Third Party:Yes
F-71 --
Phone:850-487-SSZs
The State off€onda is an ANSEO employer.copyright 2007-2013 aAlm of Florida.::Privacy Statemera
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-recorft request,do not send
eb=ronlc mail to this entity.Instead,contact tte office by phone or by traditional mail.if you have any questions,please contact 850.487.13$5.*Pursuard to
Section 455.275(3),Florida Statutes,efrective October 1,2612,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address if
they have one.The emails provided may be used for oinclal communication with the kensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an ernall address which can be made availatNe to the public.To determine if you are a licangee under
Chapter 455,F.S„please click disk,.
Product Approval Acott:
ou I.m�.S ER El
acrurg•m nts
Mm
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • • ••• •••
•• • • • • • • • •
htip://www.floridabuilding.org/pr/pr ap.... aq % E.V...%
QwtDqu8obl%2f1Zm6... 6/24/2015t , p
• .• •
• • •
41 .
URN ,.a` 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph.941-380-1574
T" CONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 871E
April 18,2015
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 44'h 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 S6
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-871B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,-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,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product:
May be used up to the sizes and daylight openings indicated in CWS-871B
• 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
• Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27'
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02'
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 5h 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.
s1��y�riiirt
?REtV r!4
•. :': lrta �82t19 :�
STATE OF .rtte'_„ 4/18/2015
••• •:• ••• '``t. 'A t,,Sl►' � ` Lucas A. Turner,P.E.
. rre�ys��I11A1: +��°; FL PE#58201.
•• "' Lucas A. Turner
2015-04-18 22:21-04:00
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
cFNERAI rxy
ORIZONTAL SLIDER - LARGE MISSILE IMPACT t,THE PRODUCT SHOWN HEREINISDESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WiNDdW SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1960 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FSC. WWW.CWS.CC
i - 75 1WMAX.OVERALL KLANGE WIDTH 2,GLAZING OPTIONS:(SEE SHEET 2) ._......_..........
-
pvc
74'MAX UNIT WIDTH3.CONFIGURATIONS:'Or,"XO" mE�QR
33`GLASS DLG— --I � 4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT
GLASS TABLES ASTM E-1300.04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLESTT
ASTM E-1800.04. p�+
oi0
5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED - :.......
sa 1ra" t III IN THE DESIGN OF THIS PRODUCT,SEE SHEET 5 FOR ANCHOR +i r
FLANGE [
DETAILS.W INDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD
B
ANCHORCALCULATIONS-
•MEI�+Ti ME
G� z
•••• • •• •••I • • I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS A
NOT C7
• • REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT _
• I ] iiiggg I _
• • • I • I 1 UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,aUT >
•• •• 1] MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W '
••:• • • WEIGHT • g AX 58 I tE' FLYING DEBRIS. „� w
• ][ o. EZ
• •• i' I M 7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT
• POOSASH USED AT FIXED MEETING RAIL AND HEAD/SILL
•
7 f HEIGHT a• i•• I •• wob 0 14 Do8.SERIES i MODEL DESIGNATION HS•8200. -i—Q
••••• •• •• 56 13w" t ( 9-THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
•
--' �.. t .......
• •
GLASS I 6 X:OPERABLE SASH,O=FIXED SASH
� tyaatiatttrgir.
_.
• • • • DLO • atORE4y•"hr4
• • • • 1 5- 70.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �4'�Q5�'G E fY�``
LOCATION. .G e 1, $fi`• �+
•••• • • • • ' ` ' D Na 58201 �03�
•• •••••• C ' S 11.EXTERNAL WEEP SLOT.114'x V LOCATED d•FROM DOTH ENDS. * Z
•
•••• • • __ _... A1C::
•••••• � - rQ� STATE 16F .-40'i
G �5 A ( Lucas A. �s;F�;......o,::
3T aLA.ss DLO—..........� Turner ��hstiAitta `ta�
365,116"MAX SASH WrDTH........_,, 2015-04-11
15:18-04:00 � -
4111=15
---........
LUCAS A.TURNER,P.E..
FL PEA 58201
1239 JABARA AVE.
NORTH PORT.FL 34288
PH-941-380-1574
.........
GENERAL NOTES AND
TAlO E OF CONTENTS ELEVATIONS
DRAWiL rE;
GENERAL NOTES 8 ELEVATIONS.......-A ADEE I13
1$}rl ail$
SECTION NS&BS GLAZING.... S....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG 6:
ANCHUORStCHE BDULLE&NOTEs:':::;"::::::::a 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 BINSTALLATION DET AILS..._.....................S ....._._.......
SHEET
__ ... ..... — I 1:1b 1OF5
PARTE VST CORNER CONSTRUCTION �q A�W�UUt
ITEM AART M DESCRIPTION VENDOR INATFIitAI —31/9'
t H-1497 Reinf.Sash Meet,Rall Keymark Alum 1 112 WINDOW MTEM8
2 H•1699 Reinf.S.B.R./S.S.R, Keymark Alum
6
M!
3 H-1836 Meet.Rail,Fxd. Keymark Alum 5 - 3 1900 SW 44TH AVE,
OCALA,FLORIDA 34474
4 H-8052 SashTopBot,Rail Mikron PVC211116" Sate" 1/16, WWW.CWS•CC
1;16"
21/8* 1119"
5 H-6048 Main Fr.,SH,w!Fin.,PVC Mikron PVC j -
6 "OW Sash Meet.Reil,PVC Mikron PVCL C RNER WELD(ALLSMES) =0 PY\i
7 H-6051 SashSide Rail,PVC Mikron PVC �-v 1:8 IIQI3Z$I_IC�R
8 H-6049 Main Fr.,SH,WFig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 IScreen Pull Tab Summit PVC FRAME FIN-s049
10 P-3033 I Screen Spring,SS Hurley -1 16tt6 -13/16 t -
11 P-3113 Screw I-••-•23tt6^ I _
Support,PVC Team Plastic Rubber all G"
m'v
4
Will F-
12 P-3218 Screen Frame Attmetal Ro1lForm1i3 P-3228 Screen Spline,.155 Da.,Blk, Dapa " Se14 P-4754 Screen Frame Corner Key Ailmetal Nylon Yui^ Vth" � �-Hit1G" FIXEDMEET04GRAIL �
15 P•3342 Seam Sealer,SM-5504 Schnee Silicore I------_-- SCREWED TOGETHER WITH " N
16 P-3352 Set.81k.,95 Dur„118'x 518'x 2•L®. FrankLo" Rubber PVC SASH MTG,RAIL-6050 PVC SASH SIDE RAIL-Mi PVC SASH TCWtSTM RAIL 6052 PVC FIXED RA€L COVER-W63 OUTERFRAME
4 tp.,0.281 x.tH7 back FnS9at :G I .
17 P� •tV ,Gr Uibatab u.
a••• •18 P•39360 x 3/4"S¢ara TTeK2 Zinc Fastenai Steel
• •19 P-4730 %x 1/2"Trus%PH TE4 2znc Fastened Steal 0 3118' ^_ ....� 34"-.��.---((�} ¢ z W
•••• 20 �• Plug,11"Hole M&M Nylon }....
•
-3783 or • • • O 1" iS116" t/ts o w
• 21 P-5296 jSprIng Lock NlRpbdt,"C Interlock o
SASH MTC,RAIL-14$7 SASH REINF,-1699
*990 •22 P-4gV• Ger,Tandem• •• M&M Nylon
••• L&23 FT4,DV lex 1 1/4 P WM. Fastenal Steel
• • 24 P4069 lKeeper,Impact,PVC Interlock lie 3iG" 314"I
••• , 1H6• �� I --- Nxsnrrrerr
2-5 P•-047� pCaeryvt • M&M Nylon ���`` y0i2E6y ri
•••• 26 P04638 x2112 PhtAlf8MS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK IM T- ----_1116" —1l1G ,�.`Gp y\OEN�g')4,;00,
• •27 P-4996 Rotary Lock•••••• Sullhan Zinc S.B-RJS.S.R.-1499 ROLLER TRACK-1776 3; NO 58201
see* •28 P-4952 Kipper,RotV*Q06• SuliNan 3nc
• • 03116•
• 29 tp.,0. z.18 ck FinSeai, U1tr4teb O 1!4' �lre'i t �d„4 STATE OF rr4�
• 30 P-4633 Barrel Faste•er• • Fastenal Steel } 4t
•••• 31 nf0mQrnent,Head Ke
SHu'2• !mark Alum g"�—'+I �ye•r... 7�" �4�Rt`S•,C p R t¢
32 S-7 98 RLOW.S.B.R.?S.S.R, Koymark Alum r... —1116 r'�hs�ONA4� �`�•
34 8.1776 Roller Track Keymark Alum L i/1G' PVC GLAZESEAD-6064 GLAZE BEAD-1112 �rx1+11Hlrttt``
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-ZOfq
36 S-2000 I Panel Catch,Head,Impact Keymark Alum
112" »t 118" 3 8, t 5/iG
� �_ 4!91/2015
37 S-6005 AmiUft Mikron PVC vie" LUCAS A.TURN ER,P.E.
38 5-6013 IScm.Adapt.,1M Nib,PVC Mikron PVCi 1 -ttt6" 1?t6 I FL PE 9 56201
PVC SCREEN CATCH-6013 PVC ANTI-LIFT-GODS 1239 JABARA AVE,
39 S 6014 Scm.Adapt.,PVC Mikron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 5.6063 Fixed Rall Cotler Mikron PVC I PH-941-380-1574
ff4l
lozS-6084 Glazing Bead Mikron PVC 51116` 11'r ICLASS SEE SHEET2 CARDINAL GLASS ! 60(14 AND EXTRUSIONS
Pulled Ge'w'Slk*-L-X 552 Honkil t Sika Silicone T Itis"
PVC SCREEN SUPPORT-6014 '•RAW DATE"-
ADE 10/90113
DWG f: ......-
E ITEMS NOT USED: CWS-871 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
—........... ..........-
_...... _........ 3 OF 5
1
........ .......... _. -...
............�.
qJJ-(
TYPICAL HEAD ANCHORAGE MN.EMBEDMENT --;---- (��'�l►YtiiWllfl(l(T �
SEE TABLE 1 i SUBSTRATE
1
BY OTHERS
!^----�-MIN.EDGE DIST_ U4'MAX.SHIM--.{ - SEE TABLE t M€N.£OCE DIST. - SiJBSTRATE ENDOW Sym ('j.€`
�►
SEE TABLE i SEE TABLE t BY OTHERS I 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS I Ito"MAX.SHIM SEE TABLE t i OCALA,FLORIDA 34474
SEE TABLE I € 1 WWW.CWS.CC
MN.EMBEDMENT MN EDGE DIST. ....._._.
PERIMETER SEALANT SEE TABLE I SEE TABLE Y ..........�.
BYINSTALLER
INSIDE ANO OUT - ......_._�. INSTALLATION ANCHOR—--- �t�82W PVC
SEE TABLE 1 ! ! HORZ.SLIDER
SEALANT BEHIND MIN.EMBEDMENT
i FLANGE BYINSTALLER '-
44"MAX SHIM
SEE TABLE f IMPACT
I
_..` PERIMETER SEALANT w'
PERIMETER SEALANT BY INSTALLER I
! BY INSTALLER INSMEANDOUT a p n
_...
INSIDE AND OUT
INSTALLATIONINSTALLAT
ANCHOR -': .........—SEALANT BEHIND SEE TABLEDN ANCHOR s w O
SEE TABLE t ! FLANGE BY INSTALLER L-..........—SEALANT BEHIND m
FIN BY INSTALLERCD
HORIZONTAL SECT[ON
• •• _( HORIZONTAL SECTION
• • • 5 TYPICAL JAMB ANCHORAGE �6 -TYPICAL FIN ANCHORAGE
• • •••• • • HEAD AND SILL SIMILAR FOR FIN INSTALLATION I I >
U)i
• • •••••• a w �'
[L
• • Vd"MAX SHIM
• i •• JJ
SEALANT BEHIIRI
• FLANGE BY lNSjALlAHi
• • m 4
•••'•*PERIMETERSc4ACAAT • •
• i MIN,EMBEDMENT
•• • SlDE AN ai, ..••• I• • SEE TABLE t ? �fq,�d►QR ++tyyi�
• • • • • •�� L SSG J.y�GElye, !�
••••;•• �. =No 5R20t gyp„
• Su3STRATE S}OTHERS •
••• •iSEE TABLE 1 •
00000 ---�--MIN.EDGE DIST. .. ....
3
• •••••• SEE TA8L.E1
7E
•• • • A WERTICAL SECTION '^"fit STATE OF ;1V."W
�9
000000 7
_..
K:AL SILL ANCHOR %o
• •
TABLE 1:APPROVED INSTALLATION FASTENERS 4/1112015
FRAME ANCHOR TYPE MI LUCAS A.TURNER,P.E. I
NGE CONCRETE(2.0 KSI Mn) Witt If W TAPCON I-I/2' t-118" / FL PE*$8201
F PERIMETER SEALANT-....... J� I 1238 JABARA AVE.
2" IN INSTALLER I NORTH PORT,FL 34288
FLANGE CONCRETE{285 KSI MIN.} 3118"ELCO ULTRACCIJ 1" y= INSIDE AND OUT PH.941-38015!4
j FLANGE GROUT-FILLED CMU(ASTM C.90) 3tt8"ELCO ULTRACON n-114" 2-ttT D HORIZONTAL SECTION
I 5 BOX FRAME NSTAL€ATKMJ iKiN
FLANGE 2X MIN,SOUTHERN PINE(G-0.55) 3116 TAPCOF7 1-3/8, 7 8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G-0.55} #10 WOOD SCREW 1 8' n71VFLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAKE,
16 GAUGE(0,080')MIN,STEEL STUD #10-18 HILTT KWTK-FLEXOR IIW FUtt THREADUP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRA OATS
! FLANGE {33 KS€YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0,080` ADE 10/1(Sli 3
1t8`ALUM.(5063-75 MIN.)C4•t #10 GRADE 5 SELF-TAPPING 1 FULL THREAD -MIN'114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DW
FLANGE 1t8"STEEL 33 KS!MIN, INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B
{ } 0R€LLNG SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _
FIN 2X MIN.SOUTHERN PINE(G-__0.56) #8 WOOD SCREW t-tt2 SHOWN FOR FLANGE WINDOWS. SHEET
........... ........... 1:2
..........