WS-14-24521-ZlI ---
['I NA Miami Shores Village
Oi14
Building Department NOV 07
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
FBC 20
BUILDING Master Permit No. ujs I (-A " 2 �—
PERMIT APPLICATION Sub Permit No.
OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
r-1 PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [-]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 70 NW 102 ST
City: Miami Shores County: Miami Dade Zio:
Folio/Parcel#: 11-3101-018-0160 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): VIRGINIA WILDS DAY Phone#: 305-759-2584
Address: 70 NW 102 ST
City: MIAMI SHORES State: FL Zip: 33150
Tenant/Lessee Name: NSA Phone#: N/A
Email: N/A
CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 x 243
Address: 4070 SW 30 AVE
City: HOLLYWOOD State: FL Zip: 33312
Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 x 243
State Certification or Registration #: CGC061890 Certificate of Competency #:
DESIGNER: Architect/Engineer: DEWEY ADAM LeBLANC Phone#: 561-752-5440
Address: 1599 SW 30 AVE #20 City: BOYNTON BEACH State:
Value of Work for this Permit: $ $3,362.00 Square/Linear Footage of Work:
FL Zip: 33426
Type of Work: ❑ Addition ❑ Alteration ❑ New K Repair/Replace ❑ Demolition
Description of Work: REPLACEMENT OF 2 IMPACT WINDOWS SIZE FOR SIZE
Specify color of color thru tile:
Submittal Fee $_ Permit Fee $ �`` CCF $ CO/CC $ P
Scanning Fee $ Radon Fee $ DBPR $ Notary $
l'
Technology Fee $ � ' L� Training/Education Fee $ tf:� - 00 Double Fee $
Structural Reviews $ Bond $ �?
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 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.
° , v
Signature
OWNER or AGEN
The foregoing instrument was acknowledged before me this
n day of 0o J , 20 ` T , by
who is personally known to
me or who has produced
identification a d who di take an
NOTARY P"
�� �'\ 'gyp, • i
Sign:
Print: r-c'.r h 1 *a r, Cn i
Seal:
Imo' NNMP�o 9,99
Bpndeb.�NN
OCONTFR'ACtTOR
The foregoing instrument was acknowledged before me this
o day of )nkk , 20 1' , by
e who is personally known to
me or who has produceds
identification and
NOTARY PU C•
Sign: 9
Print: (2A fA6
Seal:
an o
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a Bond��
l i t, ZoninARRROVED 6Y TL
� `� Plans Examiner i
Structural Review _ Clerk
(Revised02/24/2014)
PropeV Search f 1
Application - MiamiMiami-D. 1ty Page 1 1
OFFICE APPRAISER
Summary Report
Property Information
Folio:
11-3101-018-0160
Property Address:
70 NW 102 ST
Owner
VIRGINIA WILDS DAY
Mailing Address
70 NW 102 ST
MIAMI SHORES, FL 33150-1230
Primary Zone
0800 SGL FAMILY -1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/110
Floors
1
Living Units
1
Actual Area
1,519 Sq.Ft
Living Area
1,005 Sq.Ft
Adjusted Area
1,288 Sq.Ft
Lot Size
8,100 Sq.Ft
Year Built
1949
Assessment Information
Year
2014 2013
2012
Land Value
$109,472 $72,981
$58,385
Building Value
$87,326 $87,326
$97,566
XF Value
$0 $0
$0
Market Value
$196,798 $160,307
$155,951
Assessed Value
$88,492 $87,185
$85,728
Benefits Information
2014
Benefit Type
2014
2013 2012
Save Our Homes Assessment
Cap Reduction
$108,306
$73,122 $70,223
Homestead Exemption
$25,000
$25,000 $25,000
Second Homestead I Exemption$25,000
$25,000
$25,000 $25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
NAVARRO SUB PB 12-59
LOT 6 & E1/2 LOT 7 BLK 2
OR 14273-3173 0989 4
Generated On: 10/20/2014
Taxable Value Information
2014
2013
2012
County
Exemption Value
$50,000
$50,000 $50,000
Taxable Value $38,492 $37,185 $35,728
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value 1 $63,492 $62,185 $60,728
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$38,492
$37,185
$35,728
Regional --------_ --
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$38,492
$37,185
$35,728
Sales Information
Previous Sale PriceOR Book -Page Qualification Description
09/01/1989 1 $0 14273-3173 1 Qual by exam of deed
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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govriinfb/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 10/20/2014
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MIAMI SHORES BUILDING DEPARTMENT
PRODUCT APPROVAL SCHEDULE / COMPARISON CHART
Address: 7o NW 102 ST MIAMI SHORES FL 33150
Permit No.
Opening
ID
Window, Door
or Mullion
Product Acceptance #
Product Approval
Design Pressure
Opening Design
Pressure
Rough Opening
Size
Shutter Required
Yes / No
Mullion Required
Yes / No
Impact
Yes / No
1
WINDOW
FL16736.1
+60.0
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YES
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Page 1 of -2
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Emmduet Ammnal Menu > > Boa mftn Liss > AppaWblae Detail
,mss
` FL # FL16736
Application Type New
Code Version 2010
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom endow Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature- Michael LaFevre
mlafevre@cws ec
Technical Representative Michael LaFevre ##
Address/Phone/Emall 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 207
MLaFevre@cvis.cc
Quality Assurance Representative Cal Ledy '
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922
cledy@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
® 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
03/01/2020
Validated By
Steven M. Urich, PE
® Validation Checklist - Hardcopy Received
••rase
Certificate of Independence
F16736 RO COI EvalRep CWS -871 (HS
--8:00. WA 63
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Sorida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
12(19/2Oi3
Date Validated
02/25/2014
Date Pending FX Approval
02/24/2014.
Date Approved
02(26/2014
Summary of Products
Page 2 of 2
F! #
Model, Number or Name
Description
16735.1
HS -8200 PVC Horizontal Slider
HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO of
electronic mail to this entKy. Instead, Contact the otrae by phrone or bir traditional mail. if you have any questions, plelse COntatt 850.487.1395. *Pursuant to
OX.
Limits of Use
Int daliation instructions
Approved for use in HVHZ: Yes
FL16736 RO II CWS -871A (HS -8200, 74 x63.
Approved for use outside HVH_ Z: Yes
Chapter 455, F.S., please dick heM.
Impact Resistant: Yes
Verified By: Lucas A. Turner 58201
Design Pressure: +60/-60
Created by Independent Third Party: Yes
Other: targe Missile, 74" x 63", DP +/- 60 psf.
Evaluation Reports
1=1-16736 RO AE DuPont PVB NOA 13-0129 27.
17116736 R0 AE Eyali2eo CWS -871A (HS -8200.74 x 63.
• arra••
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FL16736 RQ A£ Qt as nex (Mikmn) NOA 12-1017 02.ndf
Created by Independent Third Party: Yes
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HS -8200 PVC Horizontal Slider
HS -8200 PVC Horizontal Slider, IMPACT, 111° x 63", XOX.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16ZB6 RO II CWS -869A (HS -8200, I 1 t x 63.
IMPACT),txif
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Lucas A. Turner 58201
Design Pressure: +60/-60
Created by Independent Third Party. Yes
Other. Large Missile, 111" x 63', DP +/- 60 psf.
Evaluation Reports
•
FLt 6P� RO AF DuPont PV8 NOA 13-0129 27.Ddf
FL16736 RO AE DuPont S(,P NOA 11-0674 02, Ddf
0
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FL16736 RD AE EvalReD CWS -869A (HS -8200 117 x 63
IMPACTI.odf
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FL16736 RO AE O ®a� nex (Mlkmn) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
contact us!: Im North Wmnree Strom. TaOahassee FL 32399 Pime: 850-487-1824
The Stats of Florida 1S an AA/FW employer. Caav[Ight 2007-2013 S'ta[e oP flaride.::Prhow SUrtement :: Aaasstbl ty Sfata ant ;; gefund State�e�
Under Florida law, emea addresses are public records. If you do not warm your e-mail address released In reponse m a publk-records request do not send
electronic mail to this entKy. Instead, Contact the otrae by phrone or bir traditional mail. if you have any questions, plelse COntatt 850.487.1395. *Pursuant to
Semon 455275(1), Florlda Statutes, effective October 1, 2012, licensees licemed under Chapter 455, F.S. must provide the Department with an ernatl address if
UW have one. The smalls provided may be used for afiicial eornrnunleatbn with the licensee. However email addresses are public record. V you do Tort wish to
supply a personal address, please provide the Department with an small address which am be rade available to the public: To daterrnine If you are a licensee under
Chapter 455, F.S., please dick heM.
'
Product Approval accepts:
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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
03 VHZ), 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, -1A, -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 `04/06/093
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
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 white rigid PVC frame extrusions per Miami. -Dade N.O.A. 12-1017.02
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. 6
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MAX 848H WIDTH
DESIGN PRE RE RATOJO
360
• •• • • • • ••• •
•• ••• •• • • • ••
TABLE OF CONTENTS
Lucas Tumer
• 660
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••• 2014-02-24 16:48-06:00
S & ELEVATIONS......R... -_ ...... ..4 .....................1
• • •
•
DULE & NOTES .....__..! R.E.......!d....................!
• • •
• P TARYANDCWMDENDAL 2/24/2014
3 & ALT. FRAME tw °AD*& f G!......394
G1��
&
• • • •
• THE ED INFORMATION CWrAMiN TWS DRAWMO *THE SOLS PROPERTYOFCUSTOM
BILL OF MATERIALS........•....
7 W..•..........
•
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• • ••
• •
••VANDOwsyMMS,SMO, ANY REPROCUCTIONIN PART ORASAWHOLEWITHOUTTHE•
• SYSTEMSNO 13 PRONSMM.
DETAIL ...... _....... ;.
WRRN PERMISSION OF CUSTOM WRDOW
TE
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE [FBC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE
ZONE MM.
2: GLAZING OPTIONS: (SEE SHEET 3)
3. APPROVED CONFIGURATIONS: °QX°, %CO°
4. DESIGN PRESSURE RATINGS:
.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM
E-1300.04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E4300.04.
S. ANCHORAGE: THE 991P3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 0-8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.0 WAS
USED'FOR WOOD ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT
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 RAO. AT HEAD/SILL
8. SERIES I MODEL DESIGNATION HS -8200.
B. ix 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 XAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH. 0 = FIXED
SASH
i 1. SECTION CMLOUTS FROM OIX ELEVATIONS'APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
12. WEEP SLOTS =114° X 1° LOCATED 4° FROM BOTH ENDS
P.E.68201
1SOO Sw 44TH AVE.
OCAL.A, FLORIDA 34474
GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT
8200 HVHZADE DAT£: 11/14/13
PVC HORIZ. SLIDER NTS owa. Nna OWS-871
REV.LETTER: A S eT: 1OF0
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MAX CENTER
MMC
rt
MAX
CENTER
TO CENTER
31 3°
OF 7116° SHALL BE ACHIEVED IN EITHER DIRECTION.
�gw)
$"- ra (SHEET 4)
3EENOTE 2
8. ALL INSTALLATION ANCHORS (MUST SE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
MAX(Typ)
-,- - - -
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(SHEET 4) ,
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• 000 • • • • • • • •
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ANCHOR SCHEDULE $ NOTES •LARGE M1991E IMPACT
11. SEALING AND FLASHINGS TEC#ES FOR OVERALL WAIER RESISTANCE • •
•
8TATt OF *
';SQtti•• +` p = ��*
(SHEET 4)
OF INSTALLATION SHALL BE D%M BVO"ERS:OLLOWING HE'tURRENT • •
VERSION OF THE REFERENCE DbCUR�PtS• • • • • • • •THE O�FOReeAsroN OONTAErEM 3 TRAAWING 19 � EOI M PROPEm "TOM
• •• ••�I
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PVC ORI NTS CWS 871
PUCHORIZ SLIDER
FMA/HAMA100(FINWINDOWS),F}NA1�{I NOEV> }DWS) WEy8BM81NC.ANYREPROMUC110NINPARTORASAWHOLOWRHOUTTHE
FMANVDMA260(BOXWtNDOW9),,FMAIAA D A300( gRa00RS), • • WMrMPEMIBSIONOFOUST MMKDOWSYSTE'M%WC.ISPROMIBITEM.
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INSTALLATION
'
ANCHORS TYP.
YOUT- G
THRIJ FRAME
NOTES:
8'
4"" Com) MAX , (SHEET6)
MAXMAX OW)
a•
MAX
O.C. (TYP)
v
(SHEET 8)
'az NOTES
INSTALLATION
ANCHORS TYP.
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD.
2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1!4° FOR MASONRY OR WOOD, AND 116° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116° IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
31`16'01A. ITW BUILDEXTAPCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO
^ *+ov D L"I +m• 8i� ED F +++b"'""' SOF 2112° SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1310- INTO.2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION.
S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE
OF 7116° SHALL BE ACHIEVED IN EITHER DIRECTION.
i
I
i
8. ALL INSTALLATION ANCHORS (MUST SE 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.
'az NOTES
INSTALLATION
ANCHORS TYP.
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD.
2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1!4° FOR MASONRY OR WOOD, AND 116° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116° IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
31`16'01A. ITW BUILDEXTAPCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO
^ *+ov D L"I +m• 8i� ED F +++b"'""' SOF 2112° SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1310- INTO.2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION.
S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE
OF 7116° SHALL BE ACHIEVED IN EITHER DIRECTION.
7. X410-161TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
8. ALL INSTALLATION ANCHORS (MUST SE 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.
8. INSTALLATION ANCHORS SHALL BE, 1N AC E ITH ANC OR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES U�ITH 8� Ifs �IM2M jT i"d�H SPECIFIED BELOW.
LUCAS A TURNER. FL P.E. 88209
-AFC-HANGED EDGE DIST FROM 114° TO 7116° 2/06/201
10. INSTALLATION
R�OIREAT�ES� TE MATERIAL. WITH THE FOLLOWING PROPERTIES;
�i,4OR lv
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s.s { t.. 4! 7
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W Ob TMINIMUM SPECt�FICCIGRAVITY OA 59{3011JTIiERM PIPE
OFtWO PSI. • • • •
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B, CONCRETE- MINIMUM CO*PRESSIVE%TREN81N
OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING.
; �
., �No 59201 9h "r
1800 SW 44TH AVE.
C. MASONRY • MINIMUM DENSITY
D. ALUMINUM -118• THICK MR.* 6083 TS MIN.
y
5 * _ *
OCALA, FLORMA 34474
E, STEEL • 18 GAUGE (.060' ICON., 33 KSI MIN.
• 000 • • • • • • • •
A $ d
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ANCHOR SCHEDULE $ NOTES •LARGE M1991E IMPACT
11. SEALING AND FLASHINGS TEC#ES FOR OVERALL WAIER RESISTANCE • •
•
8TATt OF *
';SQtti•• +` p = ��*
E&PRAWN EY: TE;
WE 1CWS-3
OF INSTALLATION SHALL BE D%M BVO"ERS:OLLOWING HE'tURRENT • •
VERSION OF THE REFERENCE DbCUR�PtS• • • • • • • •THE O�FOReeAsroN OONTAErEM 3 TRAAWING 19 � EOI M PROPEm "TOM
• •• ••�I
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oME� t 8: No;
PVC ORI NTS CWS 871
PUCHORIZ SLIDER
FMA/HAMA100(FINWINDOWS),F}NA1�{I NOEV> }DWS) WEy8BM81NC.ANYREPROMUC110NINPARTORASAWHOLOWRHOUTTHE
FMANVDMA260(BOXWtNDOW9),,FMAIAA D A300( gRa00RS), • • WMrMPEMIBSIONOFOUST MMKDOWSYSTE'M%WC.ISPROMIBITEM.
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LETTER; 2OF8
••• • • • • ••• • •
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F- HEAD IMPACT HOOK {GYP.)
MIDSPAR OF SASH
(ITEM9 36 & 38)
•
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•
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• • •
• •
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• •
• • HEADMAMS IMPACT HOOK/ROTARY LOCK LOCATION
•
••
• •
• •
•
•••
•
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SECTION VIEW AR • ••
//----SWEEP LOCKS (ITEM 27)
ONLYTOENGAGED
/ PRIOR TO HURRICANE
FORCE WINDS.
• • • • • ' PROPRmcARnvroeONFmzNnAL 2/2412014
• • • • • • INFORMATION CONTAINED IN THIS DRAWING is THE SOLE PROPERTY OF CUSTOM
1 • • • • • t • IN
IRITTM PPERMI W6 INC CUSTOM WPI IN OW SYSIN TEMS,INNC Ie �H8tTE�D. otFi THe
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
LOCKS ARE LOCATED AT THE
THIRD POINTS ALONG THE FRAME
JAMB.
TYPICAL VERTICAL SECTION
NOTE: SHOWS FO MO GLASS CUTAWAY
SECTION VIEW C -C
GLASS TYPE B
FULL SIZE
7/3° OVERALL
4AI ANNEALED or TEMPERED
1/96' AIRSPACE
BMW LAME
413` ANNEALED
9S4 DUPONT PVS INTERLAYER
1w ANNEALED
712" GLASS SITE
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MIDSPAN OF SASH
(ITEMS SS & 38)
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• • • ••
•• THE INFORMATION CONTAtV= WTHIS OPAWINO IS THE SOLE PROPERTY OF CUSTOM
SECTION YfEWp-[►
•
••• • •
• ••
• • •
•
•••
•
• •••
••
•
• •
••
ROTARY LOCKS (ITEM 27)
ONLYOUO
T H
PRIOR TO HURRICANE
-FORCE WINDS.
�--LOCKS ARE LOCATED AT THE
THIRD POINTS ALONG THE FRAME
JAMS.
-- n 06b•
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.
. .' . . . .
. PROFRMTARYA=MFW8ffIAL 2124/2014
•
••
• • • ••
•• THE INFORMATION CONTAtV= WTHIS OPAWINO IS THE SOLE PROPERTY OF CUSTOM
SECTION YfEWp-[►
•
••• • •
• WINDOW SYBTeMS,WCANYREPROOVCTIONRIPARTORABAWHOLEWtTHWTTHE
WATTTEN PER69SSION OF CUSTOM W INOOW SYST6/A8, IWC. IR FTIOHIBTfEO.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL VERTICAL SECTION
NOTE: SHOWS FIRM OU18S CUTAWAY
SECTION VIEW F -F
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!Des C an
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t26rafab
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-234428 Permit Number: WS -11-14-2452
Scheduled Inspection Date: May 21, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: DAY, VIRGINIA WILDS Work Classification: Window/Door Replacement
Job Address: 70 NW 102 Street
Miami Shores, FL 33150- Phone Number
Parcel Number 1131010180160
Project: <NONE>
Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415
tiunamg uepanment comments
REPLACE 2 WINDOWS
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-223028. No access
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
May 20, 2015 For Inspections please call: (305)762-4949 Page 23 of 42