HomeMy WebLinkAbout19-20930 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20930
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20930 Address: 5411 10TH ST HISTORIC
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-13600-0060
Improv. Cost: 1,998.00 OWNER INFORMATION
Date Issued: 3/22/2019 Name: MEYER, SCOTT & LORI
Total Fees: 75.00 Address: 5411 10TH ST HISTORIC
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/22/2019 Phone: (813)783-1449
Work Desc: REPLACE 2 WINDOW S/S
CONTRACTORS APPLICATION FEES
THE HOME DEPOT BUILDING FEE 75.00
Ins ections Required
FO TER 2ND ROU PL MB MIS INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY-
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFICXR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
7 v,0 l%r U( C--
813-780-0020 City of Zephyrhills Permit Application ra -0021
Building Department
Date Received ��ZZ�� Phone Contact for Permitti g —
Owner's Name 46
�►/i .�—� / Owner Phone Number
Owner's Address r7 f� l f� 7i Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS ,fr l LOT#
SUBDIVISION J PARCEL ID# ( `Z!a'z/`UQIO" _-*00-
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT O SIGN O DEMOLISH
El INSTALL REPAIR
PROPOSED USE SFR COMM O OTHER
TYPE OF CONSTRUCTION O BLOCK Q FRAME O STEEL E_
DESCRIPTION OF WORK Ce (J2bilvi .;-C St
BUILDING SIZE SO FOOTAGE= HEIGHT
`_,__ -
BUILDING / G1 VALUATION OF TOTAL CONSTRUCTION /
T [ l V
OELECTRICAL �$ -- CAMP SERVICE PROGRESS ENERGY O W.R.E.C.
PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING Q SPECIALTY O OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO
rw
BUILDER a OMPANY Ok fI
SIGNATURE xx REGISTERED Y/ N FEE CURREN Y/N
Address ) L /J� !� License# AG
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N 1
Address License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREr.
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllt
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed-in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone !
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
" _'Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
-acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter,or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
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.
FLORIDA JURAT(F.S.117.
OWNER OR AGENT CONTRACTOR - -
Subs rib nd sw rn to(or aff med)b 9—M a this Subsc�lbed an sworn to or affir e )b ore m
b
o islar sonall k own r has/have produced Wh 'slar ers Wally no n a me or has/have produced
as identification. as identification.
ary Public I Notary Public
Commission No. Commission No.
i
snry A I ancy J.Pacinl van
acini
Name of Notary typed "61t6 Jnp,�'d TARY PUBLICNO T Name of Notary typed,printed or stamped Q ;.; S�Cy U.P
o n ARY PUBLIC
T•,� STATE OF FLORIDA STATE OF FLORIDA
= Cornm#GG079891 Y �✓�COMM*GG07J891
sitit`,a,� Expires 4/28/2021 /?t _9/20?1
ID
Q +
v i
Plan Review
Windows & Doors
1). ;Need.manufacturing installation specifications.
2) Must meet sections R308 and R612 cfthe 2017 F.B.C.
3) If windows are to be installed inside the historical district;.they will need to be approved
by the historical committee.
4) No other work shall be permitted (framing, plumbing; and mechanical) unless otherwise .
specified:
S) This is for replacement (glass for glass) only. If you wish to-change from screen or vinyl
windows to glass, then additional information is required.
6:) All windows,to wall connections shall be left visible for inspection.
7) All labeling and stickers shall remain.on windows until final inspection.
8:) No work shall start without permit first:
r
Home Improvement Agreement: Pagel
Houle Depot License #'s - For the most current listing www.Homedepot.com/LicenseNumbers
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831,
CCC1331113, CCC1331130
David Wilson
Salesperson Name: Registration No. (if applicable):
Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/
or service the equipment listed below at the price, terms and conditions as outlined on this form.
MEYER SCOTT Tampa 1-DZ2PCQ9
Customer Last Name Customer First Name Store #/ Branch Name Customer Lead/ PO#
541.1 10th Street Zephyrhills FL 33542
Customer Address City State Zip
(813) 440-8295 r I Iscottcooks4u69@gmail.com
Home Phone# Work Phone# Cell Phone# Customer Email Address
NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY
OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT:
9208 Florida Palm Drive Tampa I FL 33619
Address City State Zip
Or Email: customercancellationsouth@homedepot.com
Service Provider Email Address
BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE
SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT
CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE.
YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME
DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME
DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE
SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED
TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN
SHIPMENT AT HOME DEPOT'S EXPENSE.
THE LAW REQUIRES THAT THE HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT
TO CANCEL. PLEASE SIGN BELOVVnTO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL
AND WRITTEN NOTICE YOUR -HT T9 CAPGtI�--�
Acknowledged by: � 02/21/2019
Customer's Signature Date
Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a
different payment schedule is required by law, specified below or in a payment addendum.
Contract Price: $ 11998.00 Includes all applicable taxes. Excludes finance charges.*
Sales Tax: $ 10.00 (If applicable)
*Maximum deposit ONLY applicable in MD, MA, ME(33%), NJ, WI(99%)
Dep. 125.0 1 % Deposit Amount $ 499.5 Remaining Balance $ 1498.50
The Home Depot-2455 Paces Ferry Road, N.W. Bldg. B-3,Atlanta, Georgia 30339-Customer Care: 1-800-466-3337
460FI HOE Customer Agreement(24 Jul.18) v 0.1.8
I
r
U
1?." 1yy
ri
•.m :iK;:«S "t=x: '+'' �..w. �4:'i a••s•V s�.tiT•` t�4�;n:,�� ,�vs,>, vi:'s:7i"� .�
'9>" d'` .'irJi''•R•� �.i•arC"_ '.:�"t':i�' .F'Y".`.j 7ipxv._, y, "M;f>i�r�.�,+.. •,i.•..;'
'.�... w.ila -t'+r.,:I." .4i h!"".,� .is"' `•S`,",�'i f� #•�S'..yy'�ra .. a"a:..1 ...ice:. . ,.<. •..:1 , .;e it.,..,.:.i.;... v.s,.y{ xyi.Yi;':rili� Ji..: tFY�bSy ,4t.,iL:.l�,T,...l�it:�:ir,.i
::^:... ...�_,:;..t,, '!:':': ..,�>'"'�:�.., �.....,. � o'a..r xsr.:•::lS�rr Mif.•t, •,•?..«2.,+!`:hi�`"::"g„�. Ne",t'.5.,: .wtl�t�i 5.
,.. 1. .., .., ., tk ,,•.s-.,,": ,.... .r..,i�..,;..u:,: 'itt'J:,i idF}^•!:i;�.:�, :::4.i�k,; r:�l' t d,
,.. ..,'.. •:'',.. ' ..,. . ,.,:"f..:c."Py.;:.., - ;l.:n= '.Lei:.:,.:'
.: - ,
�C
:
�
P
... -„6 +x
t
.. � �� ., �'. .,f� r��, .. ... ,?4.�R',t,•a;,���, �ya r%.ltdic�i�,� n •if* '•��,'"x`t..i a
'"' "1`ii�°?'{tii`"(}' (�1`' ,r �� E.Pksi4!top•
_ !!.:..F:'".a.l' �i'a=�vl.'.Ji 'tfr` y��.:.�jF•
r. tp�4M;1 '`�'' ° � � ��(� { r�l S•�,1''''msp; �.r'��if..Y"�i1 ,�W��'�,.+,d�'�'
..at....r•.z:'✓' .:a.�^z;' .���• IMF ei
r
,T::•'�*�L .. •� '' K",'"'�.gay�d_ b •ate' J'xr t' .�c n• sc `
1 f 5
.t
h
hK y $
:
as � .f..��{..i 4.�> ... " � % r� '� �' � °•�4 '
�d
"�..� ��rp'# f� •�t•4��3.71 t$�3p'1r;f�^;s�.
y
aR i Jr:=i'a
is
R
r�
1
1
J
WINDOW SPECIFICATION SHEET - Spec.Sheet#: 1-1)22PCO9 Sheet: 1 of 1
CNStoMer: SCOTT MEYER Job#:1-D22PC09 Consultant: David Wilson Date: 02/21/2019
New Window
Existing Window Hinge Locations
Measurements Grids Product Options Labor Options From outside,
Left to Right
Bays,Bows
Location Color Roust Opening #of bars #of bars Csmnls,1 Pnl,
use L,R or S
Glass
Hardware Mist:Items
Screens Code
For doors use
o LL o o Mull "S"=stationary or
w Style Wraps 4iu v m ain o _ "X"=operating
F- Room Floor Code (Y/N) Style Code Series Code "E ul _ C6 U a .°� > _ > x°
y+- STD,White, LSR
1 KITCH 1st 2 PNL N 2 PNL 8650 WH WH 26.00 25.010 511 Glass Pack:Standard X S
STD,White, LSR
2 CLOS 1st 2 PNL N 2 PNL 8650 WH WH 26.00 35 00 62 GlassPack:Standard X S
i
I
�I I
SPECIAL CONSIDERATIONS:
�I
I
�I
Wrap Color
Interior Casing Type
Bay or Bow window:
Sealboard material(vinyl only-Birch or Oak)
Bay Project Angle(30 or 45)
Bay Flanker Type(DH,SH,or Csmnl) -
op of window to soffit(inches)
II Iced to soffit,color of soffit malarial f: I have reviewed and agree with all the job specifications above and the
Construct Roof(Yes or No)' Special Terms and Conditions on the following page
Garden Window:
Sealboard Material(vinyl only-While Plonile,Birch or Oak)
'h/2/2018 Florida Building Code Online
i-:&:'S" s=,Ft,"«^ts •i,.i�r:�";:w�:i:`-'s+?. "i^.sd3�'4:'af,, c.r�",r •'Yd'TPf,•i=.-.:fit;;t.'S5 rya,v'}�^rr2�s�j'.a• `i•ac+7'i,""'' r't:
`e"'."' .u;r,r". y"}+5^'�,�. 't„,rt;i,....P��r�. 33 ,I, .},�...;a;. ,t ,>6 rt�%=`,'"
::j^°.�'p[Zi �y.i..,s.,yuisit�.t '? a�,i-.�iti . �'.` ,fi6rttf.�;'
�a.: y`•'S:�I«�.::�<-;�::="�.t:h?n
t:., rl�y .'t:3• �z�,r.,xr, isp..t ,'y;?•ii�t,lz°�•i..,.a,a^: #.S >.,.<,y. •4,t. s,.;.}.>- aN yj. a•, h` "' ,x..r.. .:;i:`.;'
„SA'}td^„�.v�`2��4� <;t,:, :i' `�%r .�.�.3 �IL`•i ,sy,:,,, .rs. •:Ta.�', .],4... ��. ;'.}"a::;•:: 5 rJis .,ye. f, 3'.y., N I'y...
f`isri... 7 .:?'4,, r;'t�,' ..r -t ,+• :, 1...3` ,if•.a:."rG�7z�k:. 6 xxav h- a„+.tv(`,l'h
..i.: ,:.:,.,v '<a•;" i..r?.•�,,d., S d !,r ./.,
,a' .,,7.,�i` ..a.. t+��'kd+:�"' :.l•,?:s'i`=:i ,.�p:dd tgst';f ;�k=, x...•,r"?',.. �:•I••, k4 .� (n � Ly,•,.a.,a.ar,tY f .�:;ui..t._ .:.�-:i•.�.''a•. `C � .J.
'ice/.�� .( •fix ;.:; ,r =�•;,, y. t-`' �.-
E. { L t r> w•�'•n •,.1. ,s ''.a �.t ,n, t s s�,a:;',l• `aJ'f. ,� %c'?�,
i '1•.: •Yt' �'• t'�•�,.�` '.4Y ».q�: F. .f... .tl:a�ysF^�k;•.f,..F�s`,T� 't.
'� ,• 'L�r77td< c w.r' t 'sl.l �`' < +.
,,.,. �,,a n�2 /��'� �,}tel..,�t„'' '�'� c �r„i•r;k "d�+�, Gt9: SH 'd�.. >"�tii f ' .gin:.
�� r
! b.:,'. +,��; ) q,.t,E•Y„ ,i?,. .,r., • e, i' ..Ike%,�.�:� ['=
,,,.. 'F r 3 .� "-�' .,I,S,. _�,a�-.�k�y zy�•:. :.},-'•.,.,k 1dr, :;Z .'�'ti
� •{� 3. '
' ,�d -,yR'. .,(::�" y
i,�l'..ty,:. zJi .'/;},r `'+'av+:�.:k�i' Fo,:v^✓�� jk,t.,„'5;�.�%';s .h::-+�.' .,t,,,,,b�x ,.'!.•>rt`rtn;C'�i r;.�„%?''i!„•=it.��,,: -
,i..�:�,�:i'.�,a,���tlf ut;I�x,,,.?.' '""'[a•..i•<�, :�.,,'I.a. ..>,•IM:-z~.,v, t; .�;,,;ray=,�f..i ,�tt,i'..s•d..�:4.;.aa'ik'::�^,1.w:{; qYr' .f ,yt.
dN, .},,. ,t�. .q. � 1� �. ,i� , ,;"� "� /.•: � ,f. .�';P,, ,,I. �:ry�7�,,•q�' tYY.,�[.N,'�'G°; ,��;�uacT#'`,�1 E-i, 4 _".�''. !..""`9a a�>?-..,1�..r,,.;. xC.i a�'�!,d;f'"l�;+r�r "�''.'ix ES..:{r"�,",;, im.t f:' 'S ��✓"?k � 1 1 `ua"x�M t° i j `"���i ��.�`•bi .� .'• 1 _—et t� 1
BCIS Home i Log In I Used Registration Hot Topics i Submit Surcharge 1 Stats &Facts ? Publications Contact Us BCIS Site Map `, Links ! Search
Floridrl !
cj�
Product Approval
+ USER: Public User
,ALL WORK SMALL CUMPL.�'WITH
Product Approval Menu > Product or Application Search > Ap>�anon List > Application Detail ��p 5 L�j l�� �I��I�� ®®E PREVAILING
tt! 14
140 w�^„
� NATIONAL ELECTRIC C0®E�N; �riFL # AND TH9 CITY OF ZEPIYRH ILL$R4
Application Type Revision 'ORDIN- ANC5,9
Code Version 2017 r ri V;EW D FEe
Application Status Approved CI�"y 2 8 2019
FLANS� ���YRHILLS
Comments ^� - =�"� '_` NE&
Archived
Product Manufacturer tl Silver Line Building Products Corp. )
Address/Phone/Email One Silverline Drive A
North Brunswick, NJ 08902 _
' (732) 435-1000 - =r�
` „ry ion berrian@slbp..com; .
Authorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email -�
rr
Category i Windows
Subcategory Horizontal Slider
r-,
httnc•/lt:vwu flnririahuilriinnnrnlnrinr Ann ritl q/A
11/2/2018 " Florida Building Code Online
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 the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL14994 R4 COI COI Silverline SS 2017-06-14.pdf
I
Referenced Standard and Year (of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2'011
ASTM E1886 2005
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
� t+
Equivalence of Product Standards
Certified By
I
Sections from the Code
Product Approval Method. Method 1 Option D
Date Submitted 08/17/2018
Date Validated 10/14/2018
Date Pending FBC Approval 08/21/2018
Date Approved 10/18/2018
1,1..n•rA-,..,...a., .a..l, l,atnn,,.,,r...r.,. Hnn....0.,". _`C\rVn..Arl-70iCh0/osn..1)0/')a❑l00 An I..I In-I..ICEI-IkARJ...0-0/nkI,L.;—A0/O.JO/9.J nrA
• 11/2/2018 Florida Building Code Online
i
Summary of Products . j
FL # Model, Number or Name Description
14994.1 V1 Series/70 Series (2800) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14994 R4 II SWD027 SS 2018-10-11.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14994 R4 AE PER5144 SS 2018-02-08.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14994.2 V3 Series/70 Series (8700) Gliding Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14994 R4 II SWD028 SS 2018-10-11.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:,See Installation Instructions and Product Evaluation FL14994 R4 AE PER5488 SS 2018-02-08.pdf
'Report fo�aJ{lo.-able design pressures, sizes, installation Created by Independent Third Party: Yes
requ ire me'nts__and limits of use.
......_.........
`*................
_.......
_......
__........___...._._..._._.._..........._.............._......._........_..............__.................._............._.._............................._.............................._...___._....._......__...__..................._.__.....__._._..__...._..___...___.._._.._._._...__............._...__..........
___..__.__...________._
14994.3 V3 Series/70 Series (8700) Gliding Window
Limits o. se Installation Instructions
Appro.V for use in HVHZ: Yes FL14994 R4 II SWD029 SS 2018"10-11.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
�mpact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14994 R4 AE PER5146 SS 2018-04-19.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
........._.-__..........._....__...._.....--..............................___..._...!. .........._...._..-----..._._.___..__.._.....:-....- --------_......_.._..............._............................_..._._......_.. _._.._...._.__......._...............-- ..__._-..... --............
14994.4 -- T V3 Series/70 Si:ries (8800) — - Gliding Window _
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14994 R4 II SWD030 SS 2018-10-11.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and.Product Evaluation FL14994 R4 AE PER5147 SS 2018-02-08.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits Of use.
aILV LINE I AND DOORS siiveLir12
V3 SERIES '70 SERIES ON SILVERLINRUNSWICE DONE
GLIDING W/ND O WS (8 700) NORTH anUDO)23.422K,NJ ODaDx
PH:ID001 x39.922D
Li
(1 MP/.CT)(H,VHZ) J =m
W o }o
�� ••5-
�mW oe
GENERAL NOTES: o O�z 9a oa
TABLE OF CONTENTS 41 3 •+ ;
1. THE PRODUCT SHOWNIHEREIN IS DESIGNED AND DESIGN PRESSURE TABLE w LD o DO
MANU 5'CTURED TO C MPLY WITH THE CURRE14T EDITION -- SHEET REVISION SHEET DESCRIPTION m z Z DO °�
FLORIDA BUILDING CO E(FBC),INCLUDING HVHZ AND HAS SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 1 GENERAL NOTES&GLAZING DETAILS (//_�.�
BEEN EVALUATED ACCORDING TO THE FOLLOWING: h z n \a
• AAMA/WDMA(CSA 101/1.5.2/A440-11 2 - ELEVATIONS&ANCHOR LAYOUTS \
g 73.0"X 63.0" X0 +SO/-50 PS= LARGE MISSILE in
• ASTM E1886-0 _
• ASTM E1996-1Z 3 - VERTICAL SECTIONS r
• TAS 201-94 4 - HORIZONTAL SECTIONS REMARKS BY DATE
• -TAS 202-94
• TAS 203-94 S - ANCHOR DETAIL&SCHEDULE 6TH FBC EDITION FM 10/17
2. ADEQUACY OF THE EXISTING STRUCTURAL 6 - COMPONENTS&BILL OF MATERIALS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF _
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
TH[INSfAWlT10N OETNIE DFffRI0f0 HERE W Anf GFNERI[
AIIDIMYNOi REfIfR ARWlCON01NONf fOnA fV[OnC
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE DTI.IffDf COOOROHf Guff INSTuuLOx TOOEVIATf
I,1 ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF I,oa ro.,llow Aus .ns Nou, .cewlo
3/4•'O.A.I.G f11lGlllffn ORMftnffR SMAIl VRE1ARE f1i[fPf[NI(
INSTALLATION. CONSISTING OF: ,Exlsfnn"ff wT
''• 1/8"ANNEALED GLASS igllally sign f1YFL kftff Norero,P.E.
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND AIRSPACE
eason:�N114� �"'T I Is/dd Jenl
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ale;Zg gg II (pl•oym J
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE 1/8"ANNEALED GLASS ` �B. •fLl :54: 0 J J''
'I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 0.09"PVB INTERLAYER •�\•E S'••••pO
FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS
A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC SETTING BLOCK SPACER MATERIAL:BUTYL-REINFORCED STEEL N
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC -O S A OF
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE SILICONE J3 F `
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED / ��0��
ENGINEER OR ARCHITECT SHALL PREPARE S1TE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ EXTERIOR (� INTERIOR Ji
AREAS.IN HVHZAREAS,ONETIME PRODUCT APPROVAL TO JJJis/f�� LF\a\ Y�SS,
BE OBTAINED FROM MIAMI-DADE RER OR AHJ. , HfAf9:E If1 NDRES161 P.E
FLORIDA RE No])77D
1/2•'MIN.GLASS Dunnw"DROP INC
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED Doe f.DANIA eu DLV D7e
ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. BITE GLAZING DETAIL DANIA aFACN.F.73
faPE.DfR7.OF AIFIHOR12ATION No.U57e
6. WINDOW FRAME MATERIAL;PVC fLN. FL14994
GLAZING NOTES:
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS 1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH
CHARTS.SEE SHEET I FOR GLAZING DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE DATE: Q9,26.17
i SAFETY GLAZING REQUIREMENTS PER THE FBC.
THICKNESS,TEMPER,AND SAFETY GLAZING DWG.BY: CHK.BY:
REQUIREMENTS SHALL BE REVIEWED ON A SITE CL HFN
SPECIFIC BASIS. SCALE: NTS
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.N: S W D029
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET:
FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24.
4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX
VALUES IN GLASS CHARTS.
OF 6
( T
Silver Dine
y'Artdciscli
Ye�M
ONE SILVERUNE ORIVE
NORTH ORUNSWIER,N[0890)
PH:1600)2344229
U m
Z T
UNIT MAX. o o ( e
WIDTH 73.0" to m g o m s
�3 ° o�apa
WIDTH32.5"�
21.0"MAX.O.0(TYP.) 6.0"FROM
R A CORNER(TYP.) z m
ti a fl
a
w
r o.
REMARKS BY DATE
8.0"MAX.(� 6TH FBC EDITION FM 10/17
UNIT D.L.O.MA.
MAX. „X[, O„ HEIGHT rL
HEIGHT 6 6.12" mnn5 nnox o..n[scmn5n»Lnox ME.......
Tnxxorwv"oTR[x[rtnnunEcamlaa+sionn t—H
63.0" A AT[.b fliE ECx0ltgxSGUfE IxLTuuiWxtODivuiE
iT Li,EOwu[+u»lSt»T.U+[Onnrtl».AIKc»f[0
a Z[ecixtCA OpaRQYifCT fNAUM[EMZSNC SlfCVlt
,0"FROM OOCUMfxif fOR Wf vnM Tn5 o0LUMZxT
CORNER(TYP,)
6
6.0"(TYP.)—» —� �—2.0"(TYP.) 7 7
� sk
o SA OF
.'
ELEVATION ANCHORLAYOUT
THROUGH FRAME " `H�E�[��L,,,RRE��a:E
I I TLORIOA P.E Ha 232T0
8V[tLING DROPS,OLC
{ 396 E OAMA REAON OF 3J0
OM BEACH.EL 3]0 330 01+
POPE EEAT.OF AUMORITARON Nq 30
5
7
8
FL H:
rL14994
DATE: 09.26.17
.5 I OWG.BY: CHK.8
CL HPN
a;
SCALE: NTS
DWG.e: SWD029
r,`5 SI SHEET: /�5J
'[' OF 6
i
Silver Line
EE
Drr\ndc73eii
31
ONE SILVERIINE DRIVE
NORTH BRUNSWICK,A00902
PH:18001234.4228
0 R.
I w� z 03uaao
3 i 3 W3 G o ox
4 6 W3 5 o $s
n 1 F s m
11 N� r m
6 25 4 o >
2
2 w
\ D
/ 1- a
REMARKS BY DATE
SEE GLAZING - ID 6TH FBC EDITION FM 10/17
DETAIL SHEET 1 = SEE GLAZING
o _ DETAIL SHEET 6
INTERIOR EXTERIOR _ EXTERIOR
INTERIOR LL
x 1n[INST11OT4fF D0�Il50f C.....II.GFNFPIC
2 C Q 1[fl[C�Ru tCoxOlMnl fO�ffECV1[
S,TE L[F COxOB10xS 4u![ixiluullOx 100[vu1E
Oxt inf ntOUlnlxHxlS O[TAluO n[IIUx,•"C'S[O
• [FxclxfFD on MClUif[t fxnLL PRfvARf flit SI[CW[
Do[uln[nl!fon u!C vl
N1
2 �� 0
4 i 4 6 \\. E..5 •.�°
5 0 0 25 5 N .77
A S A OF 4
3 3 % °r 026
FLORIDA
P.C.H.73 P.E.
FLORIDA F.No
BULLDWC DROPS,,IW 0C
]DD L DAWA BEACN BLw. ]b
DAIUA BEACH,it
FBPE CERT.OF AUTHORQA71ON Na 29575
31 FL n:
FL14994
DATE: 09.26.17
DWG.BY: CHK.BY:
CL HFN
A _ VERTICAL SECTION g VERTICAL SECTION SCALE: NTS
3 3 DWG.fI: SWD029
SHEET:
OF 6
I
Silver Line
' �nAndcis'L/i
ONE SILV ERLINE DRIVE
NORTH BRUNSWICK,NI MOM
PH:Ib00113,I-V225
U m
Z m E
d o
W D^`D ZO 0
z� •„3a
INTERIOR
m
�
3 27 4 13 22 2 SEE GLAZING 4 '.2J 22 21 20 2 13
DETAIL SHEET I
cm
r a
/ REMARKS BY DATE
SEE GLAZING GTH FBC EDITION FM 10/17
M DETAIL SHEET
QQ ,E � rxfmnAllnrlDx DRAMS Dfscmofo NEnflx mEcfxfnlc
25 O O ! Axox,.r xor RR¢ReRUA coxonloxsrolu svf0rrc
srcf.B vn coxvmms ruse unox roofvurf
O O I rnomrnf ncoulufnlExrsorrn„Iio naunN,nu Exss
[NGlxffn DI\ARDBifR'IUN TnE1Afl[Slif SrfCBIC
1` m[VnlfrviS Iona xif GD[vnixl
CD � '/
#8 PPH SMS 19 22 24 2z
D.L.O. D.L.O. 31 \ E S'
�. ° i
MAX.FRAM=WIDTH NC.7 7
EXTERIOR -0 S A 'OF
'w �
p, HORIZONTAL SECTION
y' Hk1iLIEErf2 21Pbf3*.i.E
�I ELORIM RE Na 23726
BUII.DiN DROPS.INC
]DBE DANIA BEACH BLW I]]B
DANIA BEACH,FL J]ODI
I•�,+ MPE CERT.BE AUOMZATIOH No.2632E
FLn: FL14994
DATE: 09.26.17
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS-
DWG.II: SW D029
SHEET:
`lf
OF 6
II I I I
I.
j
NOTE: EXTERIOR MIN.EDGE DISTANCE Silver Line
(�--- MIN.EDGE DISTANCE SILL AND JAMB HAVE INTERIOR 'I
�iArtLtei3tli
SIMILAR THROUGH FRAME I SUBSTRATE EE
;,•r ANCHOR DETAILS BYOTHERS
p 'SUBSTRATE 3/8"MAX.
BY OTHERS Q 3 SHIM SPACE
MIN.EMS.
ONE SILVERLINE DRIVE
MIN.EMS. NOflrH BRUNSWICK,Pn(BOO)234-2=00n9ox
PERIMETER SEALANT
BY OTHERS MIN.EMS. 3/8'MAX.
3/8. MAX. SHIM SPACE Z m
SHIM SPACE
SUBSTRATE BY OTHERS /• a „s - a d m
Wm` p O»{Se
w H 2 paw R
,MIN.EDGE EXTERIOR l7 O O INTERIOR �+3 „�, 5 X X e
gmz
EXTERIOR INTERIOR DISTANCE 2 o$ s I
eA ANCHOR DETAIL �g ANCHOR DETAIL ANCHOR DETAIL Z 0 m m
>a u
5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 5 WINDOW LOCI( (=1 /
W
a a
EXTERIOR INTERIOR r a
(-----� NOTE: MIN.EDGE DISTANCE
MIN.EDGE DISTANCE
SILLAND JAMB HAVE TI REMARKS BY DATE
SIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION FM 10/17
SUBSTRATE ,� ANCHOR DETAILS BY OTHERS
BY OTHERS
MIN.EMS. MIN.EMS.
/I
INSTALLATION NOTES: TNsws7nw17,DNuf MESossamero IFIC ens.0"FiC
S�M.YNor FU 0 ACTUAaCOROMMS Pale SPECIFIC
[FSITS CCNOB E.,FAUSSIN1TeuABDN lODWut[
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) ricllT,Tenon.n�miiLisiF.".�� ��:a«.«Fi�
INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. 3/8' MAX. cu.IFNTsrDII USF
k 3/8"MAX. SHIM SPACE Do wTH THn o«uMnn
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF I1 SHIM SPACE a `\A1A 11 s 1 Ir J J J J7j7j//
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. �� .� O
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE a :`�\ • S•••,�P
EXTERIOR INTERIOR Q
DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT N � 7
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR ,*
INSTALLATION ANCHOR TO THE NEXT.
O
4. SHIM ASREQUIRED'AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). D ANCHOR DETAIL E ANCHOR DETAIL ��0 A P,.':�u�
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 \ I. / THROUGH FRAME(HEAD) 5 WINDOW LOCK ���,` (O
INCH OC OR GREATER
A BETTER.
OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ���/ SNAP ON FLANGE SNAP ON FLANGE �/�/ASS' FNG1
PLASMETHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT FLORIDA
PNVRgR �.E
S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL) 6utlBinvlc'DER N. 1777B
AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE WOOD:MIN.SG=0.55 1110 WOOD SCREW 1,5• 0.75• 308 E OANIA BEACH BLyO. ME,
DANIA BEACH,FL>
STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE N3 ON METAL:10 GAUGE, IHA TEK SCREW 3 THREADS MIN PEIETRATION 075' fBPE CERT.OF AUIHCRIZATION HE.2057E
SHEET 1 FOR MORE INFORMATION. THROUGH FRAME MIN.CONCRETE:
BEYOND METAL FL B;
CONCRETE: 1M'ITWTAPCON 1.75• 2.5' FL14994
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING I.0=Y:CM l
MASONRY:CMUpar 1M'ITW TAPCON 1.75' 255'
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. AsiM cool•c=x000as
WOOD:MIN.SO.0.55 010 WOOD SCREW ,.5• 0.75• DATE: 09.26.17
7. INSTALLATICN ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL 1B GAUGE, 3 THREADS MIN PENETRATION DWG,BY: CHK BY:
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. MIN.Fy=3L(SI 014 TEK SCREW BEYOND METAL 0.7E C`L . F N
STRAP ANCHOR CONCRETE:
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION rc-3000PSI 1A1'ITW TAPCON 1175• 2.5-
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF MASONRY:CMU per 1M'ITW TAPCON 1.75• 2.5. SCALE: NTS
STM C90 rc=2000PS
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. WOOD:MIN,SG-0.55 010 WOOD SCREW 1.5• 075' DWG.n: S W D029
9, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR M A:10 GAU 3 THREADS NIIN PENETRATION SHEET:
MIN.Fy-331(SI 01J TEK SCREW BEYOND METAL 0.75'
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED wlNDow LocK CONCRETE:
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY' rc 3000PSI 1AI'ITW TAPCON 1.75• 2.5•
THE ANCHOR MANUFACTURER. a5TMc0o'CI'P" 1AI•ITW TAPCON 1.75• 2.5• OF 6
• i
I -
' I
i I
BILL OF MATERIALS Silver LICt@
UrAnAersti
NO. PART NUMBER DESCRIPTION MATERIAL STRAP ANCHOR 2 GLAZING BEAD FRAME
1 48795 STRAP ANCNOR STEEL
2 a9S17 GLAZING BEAD PVC
3 48701 MAIN FRAME PVC
1594"
3.750" — ONE`"S[WERLINE
'
DRIVE E
WEgTHEA5SAIP-FIN P{lE VINYL NORTH ORUNSWICK,NI OB 907
42 SILL PVC 0.075" D363" PN:(fr00}333N2285 0 "—
2.26"
6 48704 SASH RAIL PVC 0.04"
U
0.64" ¢
29110G PULL STILE PVC I t3 Z� a
19 NDJ07 EXTERIOR MEETING STILE 6063-T6 A.813" ff 623"
20 SASH KEEPER LOCK STEEL
o L�s �
21 08700 INTERIOR MEETING STILE PVC r SILL INSERT { V SASHRAIL PULL STILE,°z Z u S^ ..
22 48766 SASH REINFORCEMENT 6063-T6
23 4BS,16 EXTERIOR MEETING STILE REINFORCEMENT STEEL j InZ m DO
24 { p8�61 INTERIOR MEETING STILE REiNFORCEMENT STEEL
0.065"
25 WINDOWLOCK PLASTIC — 0
w
26 wEEpnOLE 0.625" 1.00" 1.562" r " a
1.435"0.07"—
27 1AACKREW1.W:EMENT 6063-T6 —�1.54 ( REMARKS MBYJ^-1.435" 6TH FBC EDITION
30 i IIB)I23 SILL COVER PVC 1.00"
33 pBSS9 SNAP-ON FLANGE PVC i
19 EXT.MEETING STILE INTERIOR MEETING STILE 22 SASH REINFORCEMENT
I THE IWAL'T'.1-1.pE5tNp[p HEnNN AFL GfNENt
•uYxOFp[ft[CI wCTunt COrM4uaai FOPn frC4fit
NSNC tOHgitOxi GUHuYEat4ilONTOOEvuif
— 7.562" �ixc�e"io on91n°naliin sneuentinniir ie[u�aLO
t: °°tw......[°n mE vn ......UM[Hr.
1.435" •—. 0.07"
o
0.07"-
1.60
1.00" " 0.819"
\ E SF p
N 7 7 *�
— � S A' OF
25 WINDOW LOCK 23 EXT.MEETING STILE REIN. 24 INT.MEETING STILE REIN, 27 TRAGIC REINFORCEMENT Ora O
I'O
0.125"— 0.334"— Nuki 1"�1onLxb?d`E
O O FLDgtO.t P. No 737)E
801thWG DROPR @it
39a E OANIA SCAOI tRYP./3M
0.074 — 0.300" OANIA BEACH m 3 4
2.698" 0 87S" 43� FLIP,CEAT.OF AUTHOIMZAA0N Np,2957a
0 0 0.825" � 1. 1 5" 0.186" FL II:
1.492" FL14994
0,968"
3.7So"-- DATE: 09.26.17
30 SILL COVER 31 SNAP ON FLANGE DWG. cHKCL HFN
I'. 1.435" O o p o1.545" 0.060" SCALE: NTS
o z.37s" DwG.its SW D029
— 0.275" SHEET:
OF 6
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: 1
Permit Type: 'e �V N Koij"JS
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
/2",
FEB 2 �01�
Kalvin i er P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)