HomeMy WebLinkAbout19-21553 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1553
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION =
Permit Number: 21553 Address: 39352 8TH AVE
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: SUNSET ESTATES
Est. Value: Parcel Number: 12-26-21-0310-00000-0840
Improv. Cost: 8,800.00 OWNER INFORMATION
Date Issued: 7/25/2019 Name: HEWLETT ANNA JEAN
Total Fees: 127.50 Address: 39352 8TH AVE
Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542-6808
Date Paid: 7/25/2019 Phone: (813)997-3858
Work Desc: INSTALL 11 WINDOWS & 2 DOOR
CONTRACTORS APPLICATION FEES
RYMAN CONSTRUCTION OF FLORIDA IN BUILDING FEE 127.50
Ins ection Required
FOOTER 2 D ROUGH PLUMB MISC 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.
6_/V�Q& A6qu&o( — &___ 6"4&
CO TRACTOR SI NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ,
Date Received: -7"
Site: 3f3, �
Permit Type:
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.
Ka l itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
ontrart/propoo
VISA
f � eaaawica� 5%fee for credit card processing.
36413 SR 54•Zephyrhills,FL 33541
Office:813-782-0825 'Fax: 813-788-6773 0061 Proposal #
INC. License#CGC 1517771
SusMrrrED TO PHONE DATE
Anna Hewlit 813-788-4204. 5/7/19
STREET JOB NAME
39352 8th Ave C�
CITY,STATE and ZIP CODE JOB LOCATION
Zephyrhills, Fl33542
SALESMAN DATE OF PLANS JOB PHONE
Ed
We hereby submit specifications and estimates for:
Provide and install 11 single hung windows into 9 openings and two exterior doors with half lite
Custom Window Systems white vinyl, insulated, Loe glass and argon filled
................_......................................................................................................................_............................................................................................................................................................................................_._............................................_...._..........................._............
51 1/2 x 37
72 3/4 x 49
........................................._...........................................................................................................................,........................................................................................................................_...................................................................................................................................._...._.
72 3/4 x 49
51 1/2 x 49
.................................................................._........................._........................................................................................................................................._..........................._............................._....._.............._..........................................................................................,..............
35 3/4 x 36 3/4
_.._ ......_...._............._......._._................................_......__....._..................._..._...__._...._........__......._......._._._..-.--_...................._........._..............................-..................._.._.._....._......_....._.__._.._...__............._.............._....._...._...._......_................._._..
Quantity of four 52 x 62
.........-_.............................................................................................................- . ..
Doors
_......_............................._................................................................................._.._............................_............................_..............................................._....................................._...................................................................................................................................._...._....
36 x 80. Rhos
...................................._................_......................_......_....................._............_............................................................__._._._......................_............................................................................-._--................................................................_...._............
36 x 79 1/2. Lhos
.........................................._.........................................................................................._.....__.._......._...................................._..............................................._......._..............._.................................................................................................................................................._...._.._
-.._.__.._...-..........................-- -... ...._._._.._.__...................................._.........................................._._._..................................................................................--.........................._.............._...._._....................
�-_
Permit and scheduling of inspections included
.............................................._......._......................._.................................................._.__._.............................._..........._............_.........................._...................._......._...................._..........................................._.............................................._....................................................
Permit and scheduling of inspections included
We prop011it hereby to furnish material and labor—complete in accordance with above specifications, for the sum of:
)
Paymentto be made as follows: dollars($ 8,800'00
All unpaid balances subject to 1.5%monthly interest fee.
All material is guaranteed to be as specified.All work to be completed In a workmanlike
manner according to standard practices.Any alteration or deviation from above specifications Authorized
Involving extra costs will be executed only upon written orders,and will become an extra Signature
charge over and above the estimate. All agreements contingent upon strikes,accidents
or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be
(OOuur workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days.
01rc eptance of prop it—The above prices,specifications RCI /�
and conditions are satisfactory and are hereby accepted. You are authorized Signature C 4,Z�e�Date
Date
to do the work as specified. Paym nt wit a ma as outlined above. 'Owner'sDate of Acceptance: Signature
aIJ-IUU-UULU VILy VI L-VV11y I I1111Q I VI 1111LI h.nvu�lv1
Building Department Date Received l
U ' � -- �� =L
�0 . Phone Contact for Permitting Va
Owner's Name n, 1 Q IVe� Owner Phone Number A 13 r1 e6 -0 6q
Owner's Address 35) V\I II s I Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
:Fee Simple Titleholder Addressa
JOB ADDRESS v� l3 e- `�`� t S LOT# V
SUBDIVISION Sv(1Si-,t Es+c)eS PARCEL ID# !,�-�f'D-al - d3i bU -(�g•`(4 ...
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW.CONSTR e ADD/ALT SIGN Q MOVE 0 DEMOLISH
INSTALL REPAIR e,2 r 1 w C
PROPOSED USE Q SFR COMM Q OTHER l J
TYPE OF CONSTRUCTION Q BLOC 0 FRAME Q STEEL .'OTHER
DESCRIPTION OF WORK '(�.Mou C- 1 A5+0-11 I( Sin It 11.un 1010 I . d �i/)tn. Sd p� .2��'�f J 0 �
/
BUILDING SIZE /�0 II��v SQ FOOTAGE[:7 HEIGHT
BUILDING $ �\ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ V V AMP SERVICE 0 PROGRESS ENERGY W.R.E.C. .
0 PLUMBING $
0 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION tN
GAS ' ROOFING 0 SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES Qj
BUILDER WOv o� -1 y� �7`J� COMPANY urY1Q n COn�tl(.1Gt 101� 1��
SIGNATURE REGISTERED Y/ N FEE CURRENT Cy/N
Address1 ,3 `((3 Je 54 -10 License# C6c.(S l 9 11
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED LY/ N FEE CURRENT Y/N
Address• License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
OTHER-- —- - COMPANY
-SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License# L _ •-' 1 - .
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 date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities.&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL. Attach(3)sets of-Building Plans;(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 me eet complianc
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$5000)
** Agent(for'the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
'OVER-THE CQUNTER:PERMITT,ING.:. (Front of Application Only)
ReroofsA'. Sewers- 5eniice;,l7pgrades A/C Fences(Plot/survey/Footage)...,,.,,,—.--
Driveways-Not over'Counter if on pplj lic'r6adways..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 bylaw, 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 forte
intended work,.they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-80-
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 1, 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.
understand that the following restrictions apply to the use of fill:-
.'Use of fill is not allowed in Flood Zone W" 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 Iicense 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, th 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: 11.7.03) 'f
O E OR_ AGEN, s _• . l C NT CTOR
S bscr ti and sw18 t afti ed)bet a r� this Su scn a nd swo t' or p irmpd be �e me this
.1 I tG ( by It°1�� CZ TV( b(. U� 7 t(G by <C,l r( I.uCY%0
ho.is/are personally kl�own to me or as/have produced Who Is/are personally kn n to me or as/have produced
as identification. as identification.
Notary Public
�. Notary Public
mmission No. Commission No.
Co
KELLI B. RYMAN
,a +i„ KELLI B. RYM .o .'s Public-State of Florida
PVC//�
Name of Notary type t "s u ic- tate of Florida Name of Notary typed,printed ommission #GG 348302
�� •_ C
.� � My Commission Expires
mi
s, mssion-# GG 348302 �oF���.�
-, 1�1,,,,,++1 JUI 30, 2023
.,���a''o�°� My Commission Expires %
July 30, 2023
W- 1111-
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cu
stom '%''",: f �`;•:� .�_i. - �'9•'0 ":v,_' .. "�3t,w Marv``,
W 1 N D O W SYS T EMS By:Richard,Fenlock Order#: 646335
1900 S.W.44th Avenue.Ocala,FL 34474
Ph:352-368-6922 Fax:352-368-2928 a Hardin<dhardin@sanantoniolumber.net>
AIN, / i •. 8 Order Date:6/172019
M--4 s, e Cust PO»:1127=DH
• xa,,_r�'�t�.e 2'""x".'� [ z.�� • • rt I .;N'�=.4it,�,ws�:1'i+.;- ���'Q>��`zy`.�s'.
sue , it fig. tl z � 6 ��r fsv t rwvt.d,`� Ship Date:7/32019
>..E �u.rfi �'e..t.tia ; :s�..�z!ai:,•.u•e.=:"..r x-s F.o. '�cTn-;.wfi,...':.Si'�r,.i_�il;n;....».^},es
SHIP TO
Route:HCity-
P.O.BOX 817 12744 CURLEY STREET
SAN ANTONIO,FL 33576 SAN ANTONIO,FL 33576 Job Name:RYMAN/HEWLI T
Ph:352 588-2501 Ph:352 588-2501 Order Cust No.SAN400-P3918
Item No.1 Qty:4 Price Total
r .
Model:610-SH Color. WHITE
Desc:610.Ada Series Single Hung DP:+501-50,[FLANGE],[AUTO-LOCK],WHITE a3-A
FRAME,18 x1.6 Screen Dimensions „
LOW E 366,Insulated,FLANGE � -
ROLL FORMED Half Screen TIP:36718x5012 Fmi,
7g A
SCREEN ACTUAL:35$18 x 49114
SCREEN:18 X 16
AAMA Std:Gold Labeling
PA 1 7 ] ��
DOES NOT MEET EGRESS,
i-} a. ."-�, 1i`ai1 Iv,1 E§ - •1 � - :Y �.r_:;.�i:t'.__r,�"'•''..;,,r`>E'.4�=:vafY` _��-'.?,1•-,c"` �S.,i<.i��;�'����"_..:N^�Pz�.T:�"_r•�.,.,-�,4 �;�o>
y� .,, •F'....3 c§ ,.''c r..s ar := r_. '1..c.:w^- '.7.E' -t x.a•+r:-"$yl�>•.',-y��.';.r_-i,'-" ;.�.5
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Item No.2 Qty;2 Price Total
0
Model:VERTICAL MULL KIT ARIA/SS Color: WHITE
yr
Desc:VERTICAL MULLBAR KIT-ARIA/STORM STRONG,FPA#5777.2,[FLANGE],
Standard'T"Clip,WHITE FRAME,MULLION,STD HARDWARE Dimensions
AAMA Std.Gold Labeling, W=1.0000;W1=0.5000;W2=0.500
II
fi�ry` a
Item No.3 Qty:1 Price Total
Model.,610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+501-50,[FLANGE],[AUTO-LOCK],WHITE
FRAME;18 X16 Screen Dimensions
LOW E 366,Insulated,FLANGE I tA
ROLL FORMED Half Screen TIP:51 114 x 3812
SCREEN ACTUAL:52 x 37114 '
AAMA Std:-Gold+abeling SCREEN:18 X 16 ,
-FP"17234.1,WHITE T' I it L'r' ;a.75iIU
DOES NOT.MEET EGRESS,' Q '
r
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Item No.4 Qty:4 Price Total
Model:610-SH Color: WHITE o '`
L�
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE Dimensions 1S-A
FRAME,18 x16 Screen'
LOW E 366,Insulated,FLANGE —
ROLL FORMED Half Screen TIP:48x631/2 ,
SCREEN ACTUAL 463/4x62114 I-, .;_• 1&]r,
SCREEN:18 X 16
AAMA Std:Gold Labpling
c FRA- �234-11t WHITE '•'•" Ou
Clr.Opng.MEETS EGRESS, ��' '='
6/17119 4:16:50PM Pagel of 2
: _
7/16/2019 Florida Building Code Online
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BCIS Home ly Log In I User Registrations I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search
Flonda .
. " Product Approval
p --s USER:Public User
- Ni4Gt'd4..
Product Approval Menu>Product or Application Search>Application List>Application Detail
k
•Q.,_«�I?� e �, FL# L17234__R5
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue DATE
REVIEW
Ocala,FL 34474 GVY DATE
(352)368-6922 Ext 291 CITY OF ZEPHYR
jlathrop@cws,cc PLAN EXAMINER
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291I�I�PREVAILING
ALL WORK$HALL COMPLY
00I)ES FLORIDA BUILDING CODE'
Quality Assurance Representative Jay Lathrop "TIONAL ELECTRIC CO®Er
Address/Phone/Email 1900 SW 44th Ave. AN)'HE 01V OF ZEPHYRHILLS
Ocala,FL
34474
(352)368-6922 ExPINANMS
6922
jlathrop@cws.cc
Category Wig errs
Subcategory Single,Hunq
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
'�- Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W0MA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f47]5b55YPipyNwc581w%2fgByYQ°/a3d%3d 1/2
7/16/2019 Florida Building Code Online
Date Submitted 08/22/2018
Date Validated 08/27/2018
Date Pending FBC Approval
Date Approved 09/06/2018
Summary of Products
FL# Model,Number or Name Description
17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17234 R5 C CAC CAR 138-1305.pdf
Approved for use outside HVHZ:Yes FL17234 R5 C CAC CAR 138-1306.pdf
Impact Resistant: No FL17234 R5 C CAC CAR 138-1379.pdf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:SH-610 Equal Split or Oriel, Max.size 53 1/8"x 76", 11/30/2019
Fin, Flange,DP+50/-50 PSF. Glass complies with ASTM E1300- Installation Instructions
04. FL17234 R5 II CWS-935C(SH-610,NI)_pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17234 R5 AE EvalRep CWS-935C(SH-610, NI).pdf
Created by Independent Third Party: Yes
9adc Ne;ft �
i
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
tLhxk
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXyblm%2f4715b55YPipyNwc581w%2fgByYQ%3d%3d 2/2
SINGLE HUNG - NON-IMPACT GENERAL NOTES:
(SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC
54 3/8" 54 318* 3.CONFIGURATIONS:"O/X*.
FLANGE WIDTH FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 610 PVC
53 IM" 53 IIB* -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG
MAXUNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1 300-04.
M,
491/16'DLO 491116. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, NON-IMPACT
TABLES ASTM E-1 300-04�
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT
GLASS GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE
SHEET 7 FOR ANCHOR DETAILS.WINDLOAD DURATION
FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR 2
771/4" 771/4" CALCULATIONS. �Ljlj ILU4 �W4
FLANGE FLANGE
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT o z
0 PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE co 0
B I B 42 3116" DEBRIS REGION. v In
76' I GLASS DLO
MAX 34
UNIT GLASS
DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT L3
ul LU
fL
HEIGHT C 76* SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. cc 0 a:
MAX 0
HEIGHT
LU CC
UNIT 8.SERIES f MODEL DESIGNATION SH-610. <
0
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: C) z 0.
X=OPERABLE SASH,0.FIXED SASH
CD < 0
I I z
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A 0"1111111"
3 7 1 14V" 7 SIMILAR LOCATION. It
MAX x
30 27 36"LO ......
SASHHT HEIG MAX1/8, GLASS/1D 11.EXTERNAL WEEP SLOT 1/4 x 1-1/2"LOCATED 5"FROM 'e S
34 5/16" SASH BOTH ENDS.
D GLASS DLO HEIGHT Z—: No 58201
Lucas A.Tumer
2016-02-23 STATE OF
A
7 D 1 47' 09:29-05:00
C GLASS DLO
4915116*
A MAX SASH WIDTH
47"
GLASS DLO ORIEL 2/23/2016
4915116*
MAX SASH WIDTH LUCAS A.TURNER,P.E.
FL PE#58201
EQUAL SPLIT 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
MAX. UNIT EXTERNAL GENERAL NOTES AND
TABLE OF CONTENTS CONFIG, SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
GENERAL NOTES&ELEVATIONS 1 DRAWN BY: DATE:
DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/09/14
GLAZING DETAILS...............................3 SEE COMPARATIVE UWG—F —
SECTION VIEWS...........:......................4 EQUAL NONE
EXTRUSIONS&B.O.M.........................5 . 53-1/8"x 76" 2011 ANALYSIS CHART, SHEET 2 CWS-935 C
ANCHOR SCHEDULE&NOTES..........6 .5 HI ORIEL, SCALE:
INSTALLATION DETAIL.......................7 SHEET
•ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1OF7
Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D
Unit Unit Widths(III
Heights'(in.} 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 1 39 1/2 41 1/2 43 112 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 -50.01-75.0 1900 SW 44TH AVE.
39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
41 1/2 +50.0/-75.0 +50.0/-75.0 +S0.0/-75.0 +SO.0/45.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-7s.0 +50.0/-75.0 +50.0/-73.1 WWW.CWS.Cc
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.D +50.0/-75.0 +50.0/-73.4 +50.0/-70.6
47 1/2 1 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 610 PVC
51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +MO/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG
53 1/2 +50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT
55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5
59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.o/-57.0
63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +5D.0/-71.61 +50.0/-64.6 +50.0/-57.3 1 +50.0/-54.8 iz: 6i
65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 zz
67 1/2 1 +50.0/-69.8 +50.0/-65.6 +50.0/-64�4 +50.0/-617 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-614 +50.0/-62.7 +i0l)/-55.5 +50.0/-53.0
+50.0/-59.7 1 +50.0/-58.3 +50.0/-57.3 +50.0/-5 +50.0/-56.5 71 1/2 +50.0/-64.0 .51 +50.0/-56.5 +50.0/_56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 W W Lu Co.
74 3/4 +50.0/-59.91 +50.0/-55.61 +50.0/-54.11 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4
76 +50.0/-58.5 1 +50.0/-54.11 +50.0/-52-6 1 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.D 0 z
0
0 LU
cu- 's 3,
EE cc
Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D In the Sash,and Glass Types C or D In the Fixed 0W cc
Unit Unit Widths(I W Lo
Ul
Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 1 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 <I z
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,005.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 0
1 1-I- < Z';
39 112 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 50LI1111111I'l
41 1/2 +50.0/-75.0 +50.0/-75.0 +S0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 NV pS1011E%v -*!,r,,�o
..........
43 1/2 +50,0/-75.0 +50.0/-75.0 +.50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9
47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74,8 +50.0/-67.2 +50.0/-64.6
51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1
53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 -jr=
55 1/2 +50.0/-60.3 +50.0/-58.9 +50.01-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +5D.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 STATE Or
F Unit
I h, In.)
g I Heights
C
35 /2
39 1/2
I/
42
1 43 1/2
Stu
59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 k
(OR kV N
63 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ........
65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.01-50.0
67 1/2 +50.0/-52.5 +50.0-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50. -50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0./-50.0 +50.0/-50.0 +50.0/-50.. 2/23/2016
74 3/4 +50.0/-52.5 +50.0/-50.4 +50.01-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.01-50.0 +50.0/-50.0 WCAS A.TURNER,P.E.
76 +50e0/-52*5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0. +50.0/-50.0]_+50 +50.0/-50.0 +50.0/_50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE
CHARTS
DRAWN BY: DAM
ADE 08/09/14
DWG ITEM!
NOTE: CWS-935 C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 'CALE- SHEET
2OF7
WINDOW SYSYEMS
1900 SW 44TH AVE.
4 1 9 3 13 1 2 OCALA,FLORIDA 34474
www.Cws.CC
4 610 PVC
SINGLE HUNG
NON-IMPACT
2 3 E
8 35 @ 10 YYY
SECTION B-B
c/)
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z
0
RIGHT SIDE SHOWS SASH SECTION VIEW.
55 �t 0
.6 2
49 .2 cc :k 0W
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CC
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1,3 flF rl
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4 4 1 Z 1 1
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P�.........
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� r��o No 58201 %P S
0
ZV. STATE OF -4o
1 .
5
2123/2016
17 3
LUCAS A.TURNER,P.E.
6 SECTION D-D FL PE#WWI
11 7 DEEP POCKET UNI-FRAME 1239 JABARA AVE.
37 NORTH PORT,FL 34288
2 PH.941-380-1574
8 SHEET DESCRIPTION:
NOTES: SECTION VIEWS
o -FIN FRAME AVAILABLE FOR BOTH UNI-FRAME
AND STANDARD FRAME TYPES.
SECTION A-A SECTION C-0 .880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BY: DATE:
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14
AND UNI-FRAME SHOWN IN SECTION B-B) .DWG—#
EXTERNAL REINFORCEMENT REQUIRED ON
UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, —sc7cE.—
S-2001 SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 12 40F7
ITEMI PART IDESCRIPTION MATERIAL VENDOR
1 H-6125 HEAD,OUTERFRAME PVC ATN 3 7/16" 3 112'--{ FRAME CORNER CONSTRUCTION //' _ �--���
2 H-6125 JAM BS,OUTERFRAME PVC ATN 0 9/16• rl 3/16'1 f! TI!](��®7jfj�•
3 H-6126 SILL,OUTERFRAMF PVC ATN 3 I I ANWDO JW SYSTELMS�
4 H-6132 SASH SIDE RAIL PVC ATN ❑ 1 2 1
21/16' �A 23/B' OCA A,FLORIDA
5 H-6136 SASH BOTTOM RAIL PVC ATN TL-_ 1900 S44TH AVE.E.
6 H-6137 FIXED MP RAIL RAIL PVC ATN 1/16" LrI- F
� 1/16" 1/16' WWW.CWS.CC
9I76' 37/8' 34474
7 H-6138 SASH TOP RAIL PVC ATN Pvc A7N REINF.SSR HD
8 S-6141 GLAZING BEAD S-2006 CORNER WE'gD(ALL SIDES) 610 PVC
9 5-6142 SASH STOP PVC ATN
10 S-6143 SCREEN ADAPTOR PVC ATN 3//4�--{�—{' SINGLE HUNG
11 P-5085 WSTP,QLON BULB VINYL AMESBURY T I 0 NON-IMPACT
12 P-5086 WSTP,QLON BULB VINYL AMESBURY 13/16'
13 BALANCERS-CONSTANT FORCE RT562 CALDWELL PVC FRAME HEAD&JAMB PVC FRAME SILL
14 P-5392 SASH TILT LATCH H-6125 050"
NYLON CALDWELL H-6126 co Ln Ln
15 P-5393 PIVOT CARRIER NYLON I CALDWELL INTERLOCK o n ui
16 P-5396 PIVOT BAR SS CALDWELL S-2001 0 o 17 P-3515#8x5/8 PHILFLATWHITESMS STEEL FASTENAL 5/16" 8 5/16" 13/6 3!4' Y Y Y 18 P-4146#8 X 3/4 PHI FLAT tek STEEL FASTENAL FIXED MEETING RAIL j
19 P-3028 SETTINGBLOCK RUBBER FRANK LOWE 15/116' .050' 9 5/B. 10 SCREWED TOGETHER WITH w w w m
.1__ 7--- 1/16" OUTERFRAME
20 5-2001 INTERLOCK RAIL ALUM ASCEND i .074• L— 1:8 O Z
21 S-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD
22 S-2007 REINF,BOTTOM RAIL ALUM ASCEND S-6141 PVC SASH STOP PVC SCREEN ADAPTOR cJ-n Lo
23 5-2008 REINF,FMR ALUM ASCEND S-6138 S-6143 °`� n�i Z >
24 S-2009 REI NF,TOP RAIL ALUM ASCEND w a F LU
25 5-2011 REINF,EXTERNAL ALUM ASCEND 1 7/16 21/8" 1 7/16" 1 11/16° ¢ D.
26 P-5388 LOCKS NYLON LAWRENCE p W U
27 P-5389 KEEPERS NYLON LAWRENCE 5 I 7 p 2 o U)
28 P-4779 WEEP COVER NYLON M&M 1 7116' 1 7/16" 1 7 • I , ¢ rzu j p
/,8 1 7/16
1/16 ILL 1/16" L 1/16' U m Q Z
29 P-5397 FMR ENDCAP NYLON M&M 1/16'
30 P-5400 COVER,FMR REINF. PVC TEAM PfASTICS ,�ti�rLirrrrlrr 31 HOTMELT SILICONE TRUSEAL
32 P-3305 WSTP.,.270 X 187,SOFT TOUCH FIN ULTRAFAB PVC SIDE RAIL PVC SASH BTM RAIL ot PUDREW TepO
H-6132 H-6136 PVC SASH FMR PVC SASH TOP RAIL ���`�:�EJO •G '�i
H-6137 H-6138
33 P-5425 WSTP..200 X 5/8"X 5/8"DUST PLUG ULTRAFAB �`GQ,•••�.� 3F':Q2�„
34 1 P-5390 HOLEPLUG NYLON Z.J; No 58201 ••��J
35 1 GLASS463SEE SHEET 2 13/16' 15/16' 9/16• " r
36 P-4638#8 X 2-1/2 PHILTRUSS tek STEEL FASTENAL jj��
5 ^-n
37 P-3218 SCREEN FRAME ALUM FLA SCREEN 3 7/g• 1/8 . STATE OF <{/38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN1/16' ~O39 P-3228 SCREEN SPUNE DAPA �4 •',<OR 1 O A,:N_,��
REINF.BTM RAIL
� P-3033 SCREEN SPRINGS SUMMIT REINF.FMR REINS_2009RAIL REINF.EXTERNAL
a
FLASCREEN S-2007 S-2008 S-2011
42 BALANCERS-CONSTANT FORCE RT 880 3 7/16"
43 H-6157 HD FIXED MEETING RAIL • PVC VISION 44 H- 1FRAME,880 BALANCERS PVC VISION ❑ 1 13/16' 0� LUCAS A.TURNER,P.E.
45 H-2115 REIN 2/23/2016
15 REINF HD FMR ALUM KEYMARK 44 1 5116'--I FL PE#58201
46 S-6216 UNI-FRAMESILL POCKET INSERT PVC VISION 21116' 46 43 1239 JABARA AVE.
47 S.6217 UNI-FRAME SCREEN RETAINER PVC VISION ❑ 11/8" 21/8" 45 NORTH PORT,FL34268
1/16' 1/16° p 13/16" PH.941-380-1574
48 P-3783 LOCKS,IMPACT STEEL INTERLOCK 39/16" I 1116•
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK p�a�� 1l16' L SHEET DESCRIPTION:
p PVC SILL POCKET INSERT REINF.HD FMR
S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
1, H-6157 6005A-T5
r^ DRAWN BY: DATE:
5/a•
PVC FRAME a ADE 08/09/14
,{��
H-6193 7116° 1/16" DWG»: R .:
CWS-935 C
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 6DA E: SHEET
S-6217 1:2
50F7
MIDPOINT CiD WIDTHS OVER 37" WINDQW SYS i hMS
S"MAX.(TYP.) 1900 SW 44TH AVE,
4'MAX.(TYP.) 8"MAX.O.C.(TYP.)
OCALA,FLORIDA 34474
6"MAX.(TYP.) SEE NOTE 2 4'MAX.(TYP.)� SEE NOTE 2 WWW.CWS.Cc
r r 610 PVC
SINGLE HUNG
MAX.D.C. NON-IMPACT
0 (TYP.) 0
141/2' ca u� uy
MAX.O.C. o n n ui
r INSTALLATION r ! w w w m
3"(TYP,) ANCHORS(TYP.) to
Z
3"(TYP.) m O
X J\ N Z >
INSTALLATION w a ° LU
ANCHORS(TYP.) cc
O
CC
w ++mac`� ¢4 U o Fi a w
¢ z o
ANCHOR LAYOUT (FLANGE) o m ¢ z
[NO SILL ANCHORS REQUIRED) ANCHOR LAYOUT-(F(N) ,,,,, �PCIoRr=vq r�I&
,.4.GENS�.n I:,
58201
NOTES; ? STATE OF ;Us`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/23/2016
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION, FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE SHEET DESCRIPTION;
OPTIONAL ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, ADE 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: R ,;
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C
FMA/AAMA 10D(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMADMA 300(EXTERIOR DOORS) �E: SHEET
NV
120 6OF7
MIN.EMBEDMENT SUBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE I BY OTHERS
MIN.EDGE DIST. 1/4* SHIM SEE TABLES MIN,EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE I �BY OTHERS 1900 SW 44TH AVE.
SEE TABLE I OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS---, 1/4"MAX.SHIM WWW.CWS.CC.
SEE TABLE 1 r-----I MIN EDGE DIST
MAX.AX MSHIM SEE TABLE I
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR 610 PVC
BY INSTALLER SEE TABLE I
INSIDE AND OUT SINGLE HUNG
MIN.EMS MENT
SEALANT BEHIND SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM E]
Fj
co tO Lo
F7 PERIMETER SEALANT o n T6j
❑ PERIMETER SEALANT BY INSTALLER
BY INSTALLER INSIDE AND OUT —————
INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1
Lu Lu Ul ED
FLANGE BY INSTALLER SEALANT BEHIND 01
INSTALLATION ANCHOR FIN BY INSTALLER O z
SEE TABLE 1 HORIZONTAL SECTION I C HORIZONTAL SECTION
TYPICAL JAMB ANCHORAGE- \,�7 TYPICAL FIN ANCHORAGE—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION >
0 LLj
CONTINUOUS DSL 1/4'BEAD OF SEALANT 15 lu m
AROUND PERIMETER @ ALL INDICATED cc
POINTS BETWEEN FRAME AND SUBSTRATE 0
Lu cc
BYINSTALLER a cl
uj !�
c' cl)
<
1/4"MAX,SHIM d
SEALANT BEHIND i I
FLANGE BY INSTALLER "'11II1111f1j"
'DREW !,ft
PERIMETER SEALANT
BYINSTALLER IN
AND OUT z� Na 58201 1%
%
SUBSTRATE BY OTHERS
SEE TABLE 1 r__7
t
VERTICAL SECTION
TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
AROUND
A ND'
I'D
POINT"B'
BY'NSTAI
DID
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2J23/2016
FLANGE CONCRETE(2.0 KSI MIN.) 311W rrw TAPCON - 1. 1-118, LUCAS A.TURNER,P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"rrW TAPCON 1. 2 FL PE#58201
PERIMETER SEALANT' 1239 JABARA AVE.
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON ill 1. BY INSTALLER a
NORTH PORT,FL 34288
FLANGE GROUT.FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-172' INSIDE AND OUT /—D"\ HORIZONTAL SECTION PH.941-380-1574
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" BOX FRAME INSTALLATION SHEET DESCRIPTION:
I OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.65) #10 WOOD SCREW I-3t8l 7/8' INSTALLATION DETAILS
16 GAUGE(0.060r)MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 711 S" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY:
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING FULL THREAD ADE 08109114
FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRUO.125" 7116" MIN.1/4�'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED _owG—#. _R_FT_.
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 c
FIN 2X MIN.SOUTHERN PINE(G-0.55) 1#10 WOOD SCREW 1-1/2" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS. SCAL9: SHEET
NOTE,UNIF-FRAME OPTIONS NOT SHOWN. 1:2 70F7.
R R W wilding. Consultants;Inc.
W Consulting:andEnneeri►ig.Sexvice's foc the Building Industry
B' P!? :O:B6x23Q'V"alrico;�FL33594 p4orkoM.¢59.9197'
C �-�
Florid'aBoard ofProfessionatPA&eerp Certificate,of.A;itlio[]73-tiollNO.9913
PvAdd�n_R
Product sub - - - -
Category. Category Manufadurer Product:Name,
Swinging
Plastprn tnc. Smooift:/Wddd Grain/Whiife�wood Grain
Exterior.
Extendrpobr 52U01ili.CenYuryBlvd. 1ZusticCNlafiogarry
Doors Los Angeles,CA Series N Fitier lass Door
Hsseoiblies 9
Pfi61ie:440:969:9775 inswing/Outswing-"No'n-impost"
Scope. Pfodud-Eyaltiation:reportissued by ftW Building'Consultants,iilc-&Lyndon F.Schmidt,P;E.(System.ID.-1998)for
Plasipro.Inc.,based on Rule Chapter No.640264,Method I IY of the:Sta#e pf Florida Product Approval,D"epartmerlt:of
Business:&Professional Regulatibn:
RW B.uilding t;onsultaots and Lyndon F.Sdhm[df,F E.:do.not have norw)ll acqufrg:fnapcia}inferest in.the company
irianyfacturirig or.disfnbutirig the.product or)n any other entity inv..olved in the approva[process.of the product named
Limitations:
1, This product has been evaluated and is in"compliance with the 6t .Edifiorr_(2417)Florida B.uilding:Code(FBG)sfructurai-requirements
including�trie"Nigh.Velocity Humrarie zone°:.
2.. Product anchors shall.be.as Fisted and spaced as shown an-details.Anchor embedment to:base material shall The beyond wall dressing
or stucco: '
3.When used in the"HVHZ`this.product_is required to be protested with zn.fmpact'resistant covering that cbmpliesWM Section 1626 of
the FBC:
4: When,used fmareas outside of-the"Hl/NZ"'requidng wind borne debris protection,this prodttdt is requited to be protecRed wi$r-ah
impact resistant..coyering that complies with FBG$ectioris,1609..1.2&:R3.Q1.2;1.2,
1=ot.a sfud framirig construction,.anchoring.of these.units sfiall be.the s that shown for2x buck masonry consttuc6on.
6. Site conditions-that deviate from ffre:'defails.of,draw77n 'S?2u1re-further engineering analysis by a licensed engineer or
registefed'architect:
7. Qutswingconfigurations•meet water infiltrationrequiremenfa for"H1/HZ".
g- inswing configurations do not meetthe water infiltration requirements forthe,,H11Hz'-Inswing anifs:$hgU be installed only,in lion-
habitable areas:or at habitable locations protected by ari overhang.or canopy.such that the angle between:the edge of canopy or
overhang to sill is less than 45 degroos
9. See drawingr,F-L15220?1=for�tze and design pressure limitations
Supportingg.DDC&MOP4q.
1..Test'Renbi t No. Test.Standard Testiii0i Laborafoi'v. Sicrried by.
7EL.07=0223-2 TAS 202-94 Nesting Evaluation Lab.,inc.. W kgell Haney,P;E,
ETC 07 209=193d) .d ASTM D284-99;ASTM D635-98; ETC Lai oral ff Bert.Meunier
ASTM b1929--96
ETC 08 209:20609.1 ASTM G:155-05a,D6.38-03 ETC l�borafories Gudiodert7hami
ET. .o6=25r17412:0: ASTIVI E$405 ETC Laboratories Joe boildan',P.E.
E[C 05,255,76776.'0 ASTM G26;95,02843-99,.D635-98; E O Laboratories doe Doldari,P.E.
D1929=96,D638-03
TEL Q7391846 TAS 202-94 Tesfnq Evaluation Lab..lnc. William Shelton-P.E.
2. Mfami-Dade NOA Materials'resthip
15-1223.02 14P.Polypropylene(ODL)
3.. Drawing Na. Preoaredbv Baeeeeea Sinned&Seated by,
Hd.FL-i5220:i RW,EVUciing•Consultants,ina,(CA#9813) ®0��4� ,�{�r f$88ae Lyridph F.Schmidt,P.E:
4: Calculations Prer)a red.by. ' ��� . Sicined&Sealed6v
, °o; '�O
:Anchoring' RW Building Cbnsditants,Inc:(CA#98.13) 000 0°�,� 4� °, oa 4ynOQO F;Sctimidt P.E.
ASTM E730i7 Glass Load Lyddbn'F--Schmidt,P.E. b Q iqo 4$40 J o
5: Quality-Assdi"ifice g `o
Certificate of Participation issued by National Accreditation and.Managemen't a
y.-
Institute;:cert-ifying3hat'Plastpro,Ina is ritanUfacfodng producfs*ithirr ei quaffty o�.
assurance program that complies with f$oilEC 1702d and Guide A1 o ST, E ° o
=
oho
o s'a Ro o0
Lyndon F Schnift,,RE.
FL PE No-494b9
Sheet 1 of 1 9126/201,7.
i
i
� M plastpro 37.50'MAX..OVERALL .}'
5200 W..CENTURY BLVD. FRAMEWIDTM ( v O m
L(OS ANGELES, CA 90045
Smooth/Woad Grain / White Wood Grain" �c>�•��`' z
Rustic/Mahogany i Jill s 3�.•�
m � o.
Series N Fiberglass Door a Jim- g a o�
INSWING/OUTSWING g. m
"NON-IMPAcr ti 9z
GENERAL NOTES
1. This product has been evaluated and is In compliance with the 6ih EdlUon(20171 Florida Building Code 03 cza o.
(FBC)structural requirements Inciuding ihe'Htgh Velocity Hurricane Zone(HVHZ). w z x Qz
0 2. Product anchors shalt be as Ssted and spaced as shown on decals:Anchor embedment to base material
shall be beyond .orstucco oo .y
Y
u 3, When used in the"HVHV this pro0ct1s requlred to be.protected with on impact resistant covering that
compiles with Section 1626 of the FBC. 00 a m
4. When used In areas outside of,the",HVR'requidng Wind bome dobls protection,ihis product is required
to be protected with an Impact resistant covering that compiles With FBC.Seottons 1609.1a4 R301.2.1a
o Q
a a
o S. For 29slud.comtfuct(on,anchoring of these units shalt be the same as that shown'for 2x buck masonry
construction.
e
6. Site conditionsihat deviate from the details of this drawing require funherengineedng analysts by a
licensed engineer or registered archileeL
E
7. OutswingconfIgurattonsmeetwoterififilirollonrequirenientsfor'HV.HT'. N N
z z
S. Inswing configurations.do rtotmeet the water infiltration requirements forihe"HYtI;"'.inswing units shall 3 0
be Installed'only in non-habitablo areas or at habitable locations protected by do overhang or z�x� N
canopy such that the ardis between the edge of canopy orovethang to All Is less than 45 degrees. ° a
!'ABLE OF CONTENTS q d e
E SHEETV DESCRIPTION r
1 Ty Ictti elevotlans,design pressures&general notes
2 Daor pans detallsan0 glazing detail \
o�YQ
a 3 Horizontal&Vertical Cross'Sections 12X Buck — -o
4 Korizontol&Vertical Cross.Seciions(1X Buck) o Z'a{�Si-sr...r:�K.F".fy{i;.....{r;,•:..YtY.:asa:x-',.a;x�.xil"j Z 5 Horizontal&VeitIc i Crossections Diro Gtf ?a..c{-:Q'?I'.,'�S:^,it'.f�L•y�T:Y'y.:fYT�::.�::i:4 wi o2 !lVs TZi aZe",
b Vertical Cross Sections(Thresholds)
raQ ; ryPE scuer N.T.S. 9
=bIMEA�11.?�I.k ,�I�IAIE(!�51QN�.�_. GT$lj{V N G!a 1. owc.or: dx m
7 Hori;ontal&VerticatCross.Sections(Directto Masonry .r•--.-.�.
e B Buck and Frame Anchoring 37:5"X 61.63" 20,50"X 62.7$" G1 +50.0 -50.0 cwc..Bn LFS 3
4 1 Bill of Materials&Components uruwrrto."W. rt
s' FL-15220.1 N
D
SHUr 1 OF.
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DOOR SKIN TOP RAIL (--1.59"-►1 '101' ixc
1.385' (MIN.0.067,IHICKI. (CELLULAR PVC) I `!A
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8r GI INTERIOR 1,22'-I z
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EXTERIOR POLYURETHANE FOAM DOOR SKIN e 5 d w
LATCH STILE REINFORCEMENT ���III ^� a v m d a
aL .MIN,0.069"THICK
��HORIZONTAL CRASS SECTION HINGEStILE REINFORCEMENT ( j {� s I4,
LATCH STILE(CELLULAR PVC)
/ HINGESTILE(CELLULAR PYC} na
35.75'MAX.
DOOR Ln
o PANELWIDTH oa
20.0'MAX zo 00
D.L.O.WIDTH
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a — I lW TEMPERED GLASS
a -AIR SPACE GL a a
T/8"TEMPERED GLASS
n s SEE ALUM SPACER
Z CHART HARDWARE n^i
C? I18 X 1-1/2°PFH SCREW
—PF-120U Pf MERIC FOAM o"'
GLAZING DETAIL
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KWIKSET
2 DEADBOLT; SIGNATURE SERIES(780) (CELLULAR PVC)
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A0 oaoR PA EL LOCK: YN COLLECTION aw.W. LFS
YALE 3
DEADBOLI; YH COLLECTION{80SERIES} 1 VERTICAL CROSS SECTION DFA=o ND:
r 2 FL-15220.1 a
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4 N NO DATE gy HORI NTAL& VERTICAL °" phone No.: et3.e59.9197
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UPDATE TO STkt ED.(2O1)F8C " PART OR ASSEMBLY- K BUILDING CONSULTANTS, INC.
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N NO DATE $Y R Phone No.:Hf3.&59.91.97
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®201 2 R.W.SUILDINa CnNsu4rwHts INc. -
4-4/16'JAMB p DIRECT TO MASONRY JAMB(TYP.)
(SEE SHEET 7) �C; t9 i, a
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(SEE SHEET 7)' Ud
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RUCKANCHORING STRIKEJAME FRAMEANCHORING INGEJA
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CONCREIEANCHORNOTES: MR �8 N
1.Concrete anchor locations.at the corners maybe adjusted to malnloln the min. Masonry 2X buck construction V)
iE
edge distance to mortarjolnts. w
2.Concrete anchorlocatlons noted as'MAX.ON CENTER"must be adjusted to Q
maintain the min.edge distance to mortar joints,additional concrete anchors DIRECT TO DIRECT TO H
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. MASONRY M M MASONRY a a
Q 3.Concrete anchor table, Q
h ...............:.......:...........-....... .....
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lxeucK G G 1XBUCK
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MBEDMENT 2X BUCK L 28 $$ 2X BUCK o ¢ r
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WOOD SCREW INSTALLATION NOTES: BINGEDETAIL tATCNB'DEAODOLTDETAIL OUNINGHn'. N a i.Maintain o minlmum 5/B"edge distance.I"end distance,&1"o.c.spacing of FL-15220.1
gI wood screws to prevent the splifting of wood. SHEET_LW 9 N•
1
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811E OF MATERIALS �^ 4.56" `�� ..............
••$
TTFM o DESCBIMION MAIER1At' y
A IXBUCKSG>=0.55 WOOD O om
B 2X BUCK SG>=0.55 WOOD ~"rw'
C 1/4"MAX.SHIM SPACE - �-- ( f'f}�''•. .• '�`` >>iD m
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