237 Pine St 2012 window dorrs CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
it
Application Number . . . . . 12- D0001104 Date 8/28/12
Property Address . . . . . . 237 PINE ST
Application type description WINDOW AND/OR DOOR
Property Zoning . . . . . . . TO 3E UPDATED
Application valuation . . . . 5350
--------------------------------------- -------------------------------------
Application desc
window/door replacement
--------------------------------------- -------------------------------------
Owner Contractor
------------------------ ------------------------
MEIGS J VALERIE E & R ENTERPRISES OF NORTH FL
237 PINE STREET 2628 WEST END ST.
ATLANTIC BEACH FL 322334013 ATLANTIC BEACH FL 32233
(904) 270-2185
--------------------------------------- ------------------------------------
Permit . . . . . . WINDOW AND/OR DOOR PERMIT
Additional desc . .
Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00
Issue Date . . . . Valuation . . . . 5350
Expiration Date . . 2/24/13
---------------------------------------- ------------------------------------
Special Notes and Comments
2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIREE
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
---------------------------------------- ------------------------------------
Other Fees . . . . . . . . . STA# DCA SURCHARGE 2 . 00
STATE DBPR SURCHARGE 2 . 00
----------------------------------------I------------------------------------
Fee summary Charged Faid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 80 . 00 80 . 00 . 00 . 00
Plan Check Total 40 . 00 40 . 00 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00 . 00
Grand Total 124 . 00 124 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlaniic Beach, FL 32233
FILE COPY
Office(904)247-5826 �ax (904) 247-5845 ,[F
Job Address: 23P-7 - - —PermitNumber: 2-//05/
Legal Description 19-tic li6-;LS,191ZSAL-rm2vc-c 3
Parcel# 1_705Zq*Z_ 00oc)
oor ea of Sq.Ft. Sq.Ft
Valuation of Work S 5"3-V-co Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa
Use of exi�ting/proposed structureQ)(circle one): Commercial ide
If an existing structure,is a fire sprinkler system installed? (Circle one): ��ZsNo
Florida P�oduct Approval #
For multiple products use product ap;iroval form
Describe in detail the type of work to be performed: I f4Sr'�k L_" WL�W W914
Property Owner Information:
Name: L(NtoA S%P pok_f> Address: 0-101
city-_ Qar,�F-rtc_ Esc-H -State_t_�__Zip';P�7-�$_5 Phone clocl- -1 240 q-cict-TO
E-Mail or Fax#(Optional),,
Contractor Information:
Company Name: C- 14(Z Qualifying Agent: CF�1-11 Pv�(3o4c-c t4
Address: —city - -
AqeuqNj-nC_k�iF_State /9-- Zio 732-ZS3
Office Phone -Z-'70-IL I v 5� —Job Site/Contact Nu I . vF216ow
State Certification/Registration# <4c- /50415 r%7N
DE COA
__-�v
Architect Name& Phone !14 NCE
Engineer's Name & Phone 4 J L J11 C J—D—
Fee Simple Title Holder Narne and Address 63J.:IZY IT,
Bonding Company Name and Address REQUIREA NTS
Mortgage Lender Name and Address w.fDffl WS.
D.A-X-E-
te ce i t at no or ins ed prior to the
regulating construction 'nthisjurisdiction. Thi's permit becomes 171111
spended or abandoned for a period ofsixi,6)months at any time after
il Work,Plumbing,Siens, Wells, Pools, urnaces, Boileis, Heaiers.
WARNING TO OWNER: YOUR FAILU TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR, P YING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO 0 TAIN FINANCING� CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFO RECORDING YOUR NOTICE OF
COMMENCE NT.
I hereby certffy that 1 have read and exami.ned this a)Plication and know the same to be i rue and correct. .411prov sions oflaws and ordinances governing thi's
type of workivill be coTplied with whether sped ied herein or not. i
The granting of,z permit does not presume to give authority to violate or cancel the
PPOvislons ofany otherfederal.state, or local law regulating construction or the peifiorni ance ofconstruction.
Signature of Owner Signature of Contractor *Oz�/
Print Name
...............................................................................................I....................................... Print Name L---bwt
.............................. ...... ........ .................
'wom��n-�' cribed before in
this Sw 6--t-o-an sub cribed
be o- 1 e,
R I,
9 20 thiz of 20
...... SHIRLEY L.GRAHAM
Notary Public 60
EXPIRES:February 14,2014 Mo-t—i ry Pu RAHAM
Bonded Th.r;j Notary Public Underwriters
N J F, My com DD 95776
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EXPI
RES:Febrz 491�d .26.10
Bunded Thro Notary Pub ic
aderwriters
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DO NOT WRITE B OFFICE USE ONLY
Applicable Codes: 2010 FL-ORIDA-BUILDING CODE
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date:
Development Size
Habitable Space Non-Habitable
Impervious area
Miscellaneous Information
Occupancy Group
Type of Construction
Number of Stories
Zoning District
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone
Conditions/Comments:
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Owrhead Door Corporation
2501 S State Hwy 121,Suite 200
Lewisville,TX 75067
Phone 469S497100
Fax 4695497281
www.overheaddoor.com
April 12,2012
Subject:Evaluation Report for Models 170-175, 177, 180-185, 1 E 7
To Whom It May Concern:
SUBMITTED BY:
Overhead Door Corporation
2501 S. State Hwy 121,Suite 200
Lewisville,TX 75067
1. PRODUCT NAME
Reference Table 1 for product names
Exterior
Section Type Steel Panel Design Series
Thickness Number
Short Panel 170
25 Ga Long Panel 171
V12 172
Pan Short Panel 173
24 Ga Long Panel 174
Flush 175
V12 177
Short Panel,1-5/8"Insul 180
25 Ga Long Panel,1-5/8"Insul 181
V12, 1-5/8"Insul 182
Insulated Short Panel,1-5/8"Insul 183
24 Ga Long Panel,1-5/8"Insul 184
Flush,1-5/8"Insul 185
V12, 1-5/8"Insul 187
Re
2
2.SCOPE OF EVALUATION
Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every
door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida
Product approval 9N-3,were used to analyze the doors and mak-the wind load designs.
3. USES
The series number garage doors listed in Table 1 are used for re idential and commercial applications with
specified allowable design pressures.
4. DESCRIPTION
General
The series number garage doors listed in Table 1 are sectional overhead garage doors and are constructed of
galvanized steel sections with a two coat polyester finish. The do rs are two-inch thick, raised panel or flush,
with tongue and groove secfions. See table 2 for door designs an J corresponding panel thicknesses.The
panels are 24 and 25 gage ASTM A653-00 galvanized FS Type E I steel, and finished with an ASTM A525 made
up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end
stiles and 20 gage steel center stiles.
Door Tracks
All door assemblies listed in this report have both vertical and hor zontal tracks ranging from a minimum 16 gage
to minimum 15 gage, 33 ksi steel and finished with an ASTM A52 5 G-40 galvanized coating.The vertical tracks
are attached to the supporting structure with jamb brackets as spi�cif led on the most recent manufacturer's
installation instructions/drawings.
Glazed Section
The drawings listed in Table 2 of this report with glazed openings hat meet the requirements for impact
resistance have glazing that is made of I/Vpolycarbonate constru.,ted per drawing 410776 or an equivalent
product approved for use in Florida,and can be installed in the top or intermediate sections of the garage door.
These assemblies are available for use with the glazing option in ivind-borne debris regions and are indicated so
in Table 2.The maximum glazing dimensions shall be 18.56"x 124.26."
The drawings that are not indicated for use in wind-borne debris r ions with the glazing option are available
with a minimum of 0.090-inch thick standard SSB glass windows,hat are installed in frames and inserted in the
top or intermediate section of the door.The glazing is not impact i esistant and does not meet the requirements
for windborne debris regions. Refer to the most recent manufactu,er's installation instructions/drawings for glass
size limitations.
Wind Load Braclinci
All drawings listed in Table 2 of this report are braced on the insid,-of the doors with three inch horizontal
spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield
strength of 80 ksi and are finished with an ASTM A525 minimum 0-40 galvanized coating.The gage and
quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the
door.
In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
braced with vertical aluminum posts made up of 0.1 25-inch thick 6063-T6 aluminum alloy. The post is a
telescoping post assembly.The outer member outside diameter iE 1.75"wide x 4.00"long.The inner member
outside diameter is 1.47"wide x 3.72"long. Reference drawing 411061 for additional information on the
installation of the post assembly
DDCUA
3
Jamb Attachment
Method of securing the door to the mounting surface is detailed i i the Jamb Connection Supplement, P/N
411241.
6. INSTALLATION
All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published
installation instructions/drawings and this report.
The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these
instructions/drawings shall be available at all times on the job SitE during installation.
For information about the mounting of the door to the building str cture surface,please reference drawing
411060.
7.ALLOWABLE TRANSVERSE WIND LOADS
Design wind load pressures for garage doors shall be determine in accordance with section 1609 of the 2010
Florida Building Code and shall not exceed the allowable transve se wind loads shown in the following tables:
�1
Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating
For Series Number Shown In Table I
Windload Maximum Size Positive Negative Glazing Door Impact
Specification Design Design Available Resistant
Option Code Width Height PSF PSF R�Inforcement (Yes/No) (Yes/No)
411039 9.-0. 14'-0" 15.90 18.20 3', 0 gage U-bars Yes No
411040 91-0. 14'-0" 22.90 26.30 3", 0 gage U-bars Yes No
411041 91-0* 14'-0" 1 26.90 30.80 3", 0 gage U-bars Yes No
411042 91-0" 14'-0" 35.70 41.00 3", 0 gage U-bars Yes No
411043(') ___6;-_0- 14'-0' 46.00 52.00 3", 0 gage U-bars Yes Yes
411044 116-0" 14'-0" 12.40 13.80 3", 0 gage U-bars Yes No
3
3
3
ax'm'
Fidth
9._O.
_0
3,
3 ,
3 ,
411045 16'-0" 14!-0" 15.30 17.00 3", 0 gage U-bars Yes No
411046 16-0' 14'-0" 23.00 25.00
3 , 0 gage U-bars Yes No
411047(l) 16-0" 14'-0" 30.00 33.50 313", 8 gage U-bars Yes Yes
411048(l) 16'-0" 14'-0" 34.40 38.30 3", 8 gage U-bars Yes Yes
411049(13 16-0" 14'-0" 46.00 52.00 3", 8 gage U-bars Yes Yes
411050 18'-0- 14'-0" 12.40 13.80 3",20 gage U-bars Yes No
411051 18'-0" 14'-0" 18.50 20.70 3", 8 gage U-bars Yes No
411052(') 18'-0" 14'-0" 34.40 38.30 3", 8 gage U-bars Yes Yes
411053(l) 18'-0' 81-0" 34.40 38.30 3",20 gage U-)ars+(1)Aluminium Post Yes Yes
411054(l) 18'-0" 8'-0" 46.00 52.00 3",20 gage U-)ars+(1)Aluminium Post Yes Yes
Note 1:The option code assemblies indicated in Table 1 have optional gl azing that has been tested for impact
resistance,and therefore may be used with optional glazing in the wind tome debris region.
8.SUBSTANTIATING DATA
1. Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-1,3504.1 in accordance with ANSI/DASMA 108-
2002 for transverse wind load and ANSI/DASMA 115-2005 for la,,ge missile impact resistance by ETC
Laboratories, 297 Buell Road, Rochester, N.Y.
2. Test Reports CTLA 1672W,CTLA 1672W-1, CTLA1672W-3, CTLA1734W,CTLA 1734W-1, and CTLA
1734W-2 tested in accordance with Miami-Dade County Protocol TAS-202 for transverse wind load and TAS-
4
201 and TAS-203 for large missile impact and cyclic resistance ty Certified Testing Laboratories, 7252
Narcoossee Rd. Orlando, FI 32822.
3. Test reports 85948.02-801-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
E 1886,ASTM E 1996 and ASTM E330 by ATL
4. Installation instructions and supplemental data sheets preparel by Overhead Door Corporation.
9.CODE REFERENCES
Florida Building Code 2010 Edition and/or Standards
Section 1609 Wind Loads
Section 1715.5.3 TAS 202
Section 1715.5.3.1 ANSI/DASMA 108
ANSI/DASMA 115
TAS 201,203
10. REPORT SUMMARY
Upon review of the data submitted by Overhead Door Corporatioi, it is my opinion that the models as described
in this report conform with or are a suitable alternative to the codi�standards and sections in the Florida Building
Code 2010 edition listed in section 9 of this report.
11. LIMITATIONS
Any reference in this reportto the manufacturer's"most recent"information is a direct reference to the most
recent information submitted by Overhead Door Corporation to 0 e Florida Building Commission as part of their
Florida Product Approval application for the drawings listed in Ta Dle 2 of this report.
This evaluation report and the most recent installation instruction;,when required by the building official, shall
be submitted at the time of permit application.
The design of the supporting structural elements shall be the res onsibility of the design professional for the
building structure and in accordance with current building codes for the loads listed in Table 2 of this report.
The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in
Table 2 of this report.
The garage door assemblies listed in Table 2 of this report are not approved for use in the"High Velocity
Hurricane Zone"as defined in the Florida Building Code.
12.IDENTIFICATION
Each Model series covered by this report shall be labeled with thi�manufacturer's name and/or trademark for
field identification.
Please feel free to contact me if you need any additional informat on.
A- SA
Sincerely,
dV
26t3
ID STATE OF 4j
..
Mark A. Sawicki A'
4
FL PE 72613 OR IV N
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MISC UPDATES
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PRODWT:
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;'--8'nffRM4Z WED MASONITE INTERNATIONAL CORP.
DOtaf 0"LUT
1955 POWIS RD.
B 11/2/10 misc up bW�:, PART IR ASSEMBLY:
A 12/15/08 ADDED SPACER SwS WEST CHiCAGO, IL 60185
NCHORWG LOCABONS
NO. DATE &ORAILS
RENASIONS
NAMI NOTICE OF PRODUCT LINE
CERTIFICATION
Certification No.: N1006221-R4 Pau I
Date: 09/23/2005
Revis n Date: 11/22/2010
Certification Program: Structural
Cc mpany: Masonite InternatioTA,
Code: M-703-1
Be "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper
left hand portion of this form and a certification label is applied to the product, This certification seal
represents product conformity to the applicable specification and that all certification criteria has been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified Products at
-ANI I C-erlifica-t-ion.com. Please review. and advise NAMI immediately if data, as shown requires
corrections.
Company: Masonite International Corporation
1955 Powis Road
West Chicago, IL 60185
Product Line: Masonite Fiberdass Flush-Glazed Side-Hinized Door Units
Test Report: CTLA-945W& CTLA-945W-1
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: The frame jambs consist of finger jointed pine with all corners
coped, butted, and sealed using three 2" long wire staples(.04375").
1.2 Mullion Construction: Where sed, each mullion constructed of
laminated lumber with a pine cap a , attached to the header and threshold
with three#10 x Y Phi I ips F lat Head Wood Screws.
1.3 Glazing: Where used, the overall it sulated glass was glazed into a rigid
cellular vinyl frame. Consisted of symmetric monolithic insulated glass
with 3mm (0.118) tempered glass wiih aluminum, steel or butyl spacer.
1.4 Door Leaf Construction: Each fiberglass door leaf was constructed from
0.075" thick fiberglass composite material. Top rail and stiles constructed
from wood, with or without composite edge band.
National Accreditation& Management Institute,Inc.
4794 George Washington Memorial Hig tway,Hayes,VA 23072
Tel: (804)684-5124/Fax:(8C4)684-5122
Ce fication No.: N1006221-114 Page 2
Section 2: Registered Suppliers
2.1 Door Lites: Royal Moul gs
2.2 Astragal: Endura Ultii te
Section 3: Additional Supportive Test or lAcceptance Data Provided with
Certification Documentation included: 1
3.1 Fiberglass Door Facing tested for"ensile& Elongation Properties per
ASTM D638, both before and af er weathering for 4500 hours per
ASTM G155 Xenon Are Metho 1 1. Test Report Number ATI-
94556.01-106-31.
3.2 Skin material tested to ASTM D63 5, ASTM D2843 and ASTM D1929
And conditioned for not less than 4.0 hours per ASTM D618. "Rate of
Burn, Self Ignition Temperatur.- and Smoke Density Tests" to
Fiberglass Skin,Test Report Number ATI-94556.01-106-31.
3.3 Miami-Dade Building Code Compliance Notice of Acceptance for Lite
Frame Material, NOA#08-0422.07.
3.4 Surface Burning Characteristics for Foam Filled Door performed by
Omega Point Laboratories to AS E84-98, "Standard Test Method
for Surface Burning Characteristics of Building Materials-Report No.
15977-104313.
3.5 Anchor Calculations for:
Anchor Performance Calculatio Repo rt-Performed by Luis R.
Lomas, P.E. (Florida No. 62514)
3.6 National Accreditation & Management Institute, Inc. W-1362[W-1416
See additional Pages of Certification for Certified Product Li ie Matrix(s)and Installation Details. Ifyou
have any questions regarding this certification,pleas.-contact NAMI at(804)684-5 124.
National Accreditation& Management Institute,Inc.
4794 George Washington Memorial Hig iway,Hayes,VA 23072
Tel:(804)684-5124/Fax:(8(4)684-5122
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R57 SLICK& FRME Cer"fic0la Of AUUWrftation No.9813
1� ANCHORING 6—,2� /,
0 20 1 1 R.W.BUILDINO CONE—Ta INC. REVISIURS LyndW F.Sohn*&P.&No. 43409
R W R W Building Con�ultants, Inc.
B Consulting and Engineering Services tor the Building Industry
C P.O.Box 230 Valrico,FIL 33595 1 Phone 813.659.9197
Florida Board of Professional Engineers Certific�t-of Authorization No.9813
Product WN -0
Category Sub Category Manufacturer Product Name
SlIverline Building Products Corporation Series 2900/4900-Model 290114901
Window Single Hung I Stiverline Dr. "Weather Stopper"
North Brunswick,NJ 08902 Extruded Vinyl Single Hung Window with Nailing Fin
I Phone 732.435.1000 "Impaw
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for SilverLine Building Products Corporation based on Rul e Chapter No.9N-3,Method 1 d of the State of Florida
Product Approval,Department of Community Affairs-Florida Bull Ing Commission.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not he ve nor will acquire financial interest in the company
manufacturing or distributing the product or In any other entity in,rolved in the approval process of the product named
herein.
Limitations:
I. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements excluding the
"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor mbedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection,this product corr plies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"D"an I excludes Wind Zone 4 as defined in ASTM E 1996.
4. Site conditions that deviate from the details of drawing FL-14911.3 require fL rther engineering analysis by a licensed engineer or
registered architect.
5. See drawing FL-14911.3 for size and design pressure limitations.
Supporting Documents:
1. Test Report No., Test Standard Testing Laboratory Sinned by
ATI 89641.01-109-47 AAMA/WDMA/CSA 101/l.S.2/A440-08 Architectural Testing,Inc. Michael D.Stremmel,P.E.
ATI 87534.01-109-44 ASTM E1886/ASTM E1996-05 Architectural Testing,Inc. Michael D.Strammel,P.E.
ATI 87531.02-109-44 AAMAIWDMA/CSA 101/i.S.2/A440-05 Architectural Testing,Inc. Michael D.Stremmel,P.E.
ATI 87531.01-109-44 ASTMI E1886/ASTM E1996-05 Architectural Testing,Inc. Michael D.Stremmel,P.E.
2. Dade-County NOA Materials Testina
NOA 09-0127.13 PVB Intedayer(Saflex by Solutia)
3. Drawing No. Prepared Sinned&Sealed by
No.FL-14911.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared Sinned&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by Window&Door Manufacturers Associat on,certifying that Silverl-ine Building
Products Corporation is manufacturing products within a quality assurance PI Dgram that complies with ISOIIEC 17020
and Guide 53.
Lyndon F.Schmidt,P.E.
FL PE No.43409
PF1627 Sheet I of 1 11/7/2011
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PART I IR ASSEMBLY. CwUflwte Of AuU*rftaUag W.9813
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INO ZTE REMION5 CROSS SECTKM Lynd�F.Schff"t.P.L HI,,*3409
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JNOD:A RVASIONS ANCHOPJNG LpW-F.UhkM P*F-N.. 43409
0 20 1 1 R.W.OWL01"S CONOULT-8 INC-
R R W Building Consultants, Inc.
W I
B Consulting and Engineering Services�r the Building Industry
C P.O.Box 230 Valtico,FL 33595 Phone 813.659.9197
Florida Board ofProfessional Engineers Certificate ofAuthorization No.9813
Producl Evullittlion Repoi-I Report No.: FL-14911.4
Dale: Vorember 2, 2011
Product Sub Category Manufacturer
Category Product Name
Silverline Building Products Corporation Series 290014900-Model 290214902
Window Single Hung I SlIverline Dr. Extruded Twin Vinyl Single Hung
North Brunswick,NJ 08902 Continuous Head and Sill Window with Nailing Fin
Phone 732.435.1000 1 "Non-impact"
Scope: This is a Product Evaluation report issued by R W Building Cons iltants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for SilverLine Building Products Corporation based on Rul a Chapter No.9N-3,Method 1 d of the State of Florida
Product Approval,Department of Community Affairs-Florida Buili ling Commission.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not he ie nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity im olved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements excluding the
"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor �mbedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product is re uired to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the Florida Building Code.
4. Site conditions that deviate from the details of drawing FL-1 4911.4 require fL rther engineering analysis by a licensed engineer or
registered architect.
5. See drawing FL-14911.4 for size and design pressure limitations.
Supporting Documents:
I. Test Report No. Test Standard Testing Laboratory Signed by
ATI 82606.01-109-47 AAMAIWDMA/CSA 101/i.S.2/A440-05 Architectural Testing,Inc. Michael D.Stremmel,P.E.
ATI 82607.01-109-47 AAMA/WDMA/CSA 101/i.S.2/A440-05 Architectural Testing, Inc. Michael D.Stremmel,P.E.
ATI 83022.01-109-47 AAMAIWDMAICSA 101/f.3.2/A440-05 Architectural Testing, Inc. Michael D.Stremmel,RE.
ATI A7161.01-10947 AAMANVDMA/CSA 101/i.S.2/A440-08 Architectural Testing,Inc. Michael D.Stremmel,P.E.
AT[A8511.01-109-47 AAMA/WDMA/CSA 101/i.S.2/A440-08 Architectural Testing, Inc. Michael D.Stremmel,P.E.
ATI A7157.01-109-47 AAMA/WDMA/CSA 101/i.S.2/A440-08 Architectural Testing,Inc. Michael D.Stremmel,P.E.
2. Drawing No.' Prepared by Signed&Sealed by
No.FL-14911.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
RW Building Consultants,Inc.(C
Product Anchoring A#9813) Lyndon F.Schmidt,P.E.
Buck Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by Window&Door Manufacturers Associat!on,certifying that SilverLine Building
Products Corporation is manufacturing products within a quality assurance piogram that complies with ISO/IEC 17020
and Guide 53. Z_715;;�,
Lyndon F.Schmidt,P.E.
FL PE No.43409
PF 1627 Sheet 1 of 1 11/312011
City of Atlantic Beach
Building Department APPLICATION NUMBER
SW Semkx*Road (To boo assigrW by On BuMm Dsparkwt)
Adar*c Beach,Florida=33-55"S -11eq
Phor*MW)247-&M - Fax(W4)247-,%,45
E-nuM. buNdIrV-dept@coab.us [Deft rouled: J-06L'—Vzl�L
CiIyW&4ik!
APPLICATION REVIEW A�D TRACKING FORM
Property Address: S7-
DO It review required Ye&'-No
uilding
Applicant nnLing&Zoning
M 2
Tree Adminisbator
Ik_
Project: A)1'1Vb'oz1-) Public-Works
Public Utilities
lic
< 9 nPublic Safety
Fire Services
Other Agency Review or Permit Required A wiew or hie�pt Date
of I Permit Verified By
Flodda DepL of Proteclion
Floride DepL of Traraportatim
St Jotm River Water Management District
Army Corps of Engirwers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
I CXhw.
APPLICATION STATUS
Reviffl*inq DepadmeW First Review: B�V'roved. ElDenled.
(Cirde one.) Comments:
PLANNING&ZONING Reviewed by:
Dated-,;�7-t Z
TREE ADMIN. Second Review: oApproved as revised. E]DeUed.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed b),:_ Date:
FIRE SERVICES Third Review: E3Approved as revise j. F]Denied.
Comments:
Reviewed by Date:
Rewind 07WRO
NOTICE OF COMMENCEMENT ,
Stateof- 1r--LV(-'2-MA Tax Folio No. 1-7015(p 2—c)000
County of DIUV^L-
To Whom It May Concern:
The undersigned hereby informs you that improvements willbe made to qftain real property,and in accordance with Section 713 of
the Florida Statues,the following information is stated in this NOTICE OF COMAMNCENIENT.
Legal Description of property being improved. 10-%(a - 1 4�* - A%C-1P, - *14R IE SAL-Fr A L 3 GCZ
Address of property being improved: Z3rT Ptklrm- SZT. AT(-A-,%&TvC- FL-aa.%0A --s�IzS3-
General description of improvements: 5 1 D I r%Wm Wt^W9kVS0 DOORS% 4 ROOF
70 0 r
Owner:-W 4DA S?bF-FbkD Address: Z 3-7 Pt -I V-- ST� AX-tX-6%vk-t1C-Ot-t-V FL,
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
C ctor. Of= IN100-7*4 FL&Pj 0-4
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Address: WL--,Sr 6-INb ST. A ITLC- Se+L PLcv2t A4 ":S2.2-V
Telephone No.: 09 Fax No:
Sure (if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and addrem of any person making a loan for the construction of the b nprovements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receiie a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(I)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNE
Signed: 9 15�I In t)1(:4,
el day of A 0
Before e t 1 0
Ai,--L�zx i -Q�_in the County of 0&4 State
1300,OR BK 16044 page 2072, Of Florida,has personaly appeared-C- a S, C,-�C-,Syrj
Doc#'�01 218
Number Pages:I Notary Public at LarFe,State of FlonidaAcounty o Du—
,PM, ACZ *1
Recorded 08/2312012 at 12:07 COURT DUVAL My commission expue,: Ira
jIM FULLER CLERK CIRCUIT Personally Known:
COUNTY Produced Identification: Mc',a7Q,��C� t"M of a
RECORDING$10-00 SM-Am K Wwm-
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